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MANHOLE WITH SCRUFFY DOME(SIZE VARIES) |
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STOCKWATER RACE
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
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STOR
MW
ATER
E B
UND
TYPICAL STOCKWATER RACESIPHON PLAN
SCALE 1:200 (A3)
WEIR STRUCTURE
WEIR STRUCTURE
EXISTING GROUND
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
SIPHON CROSS SECTIONA- SCALE 1:200 (A3)
PIPE SIZE VARIES
1050mmØ MANHOLE
GROOVES FOR STOP LOG
3m
PERFORATEDCONCRETE BASE
STOP LOG STRUCTURE
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
RACE INVERT
A-
PIPE SIZE VARIES300 - 450mmØ
PIPE SIZE VARIES450 - 1950mmØ
PIPE SIZE VARIES300 - 450mmØ
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STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
1050mmØ MANHOLE
1050mmØ MANHOLE
STOCKWATER RACE
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
2 x NOVA COIL 150mmØ
5m
WEIRSTRUCTURE
STOP LOG STRUCTURE
WEIR STRUCTURE
FILTER MATERIALPERFORATEDCONCRETE BASE2 x NOVA COIL 150mmØ
RACE INVERT
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
EXISTING GROUND
PIPE SIZE VARIES300 - 450mmØ
PIPE SIZE VARIES450 - 1950mmØ
PIPE SIZE VARIES300 - 450mmØ
FOR CONSENT
62236-A-C451 0
AMW TP
NJD TM
CMG
10.05.12
A3 HALF SIZE SHOWNThis Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:26 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings A\400 Drainage\62236-A-C451.dwgPlotted by: Annie Porteous
A3 Scale
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VARI
ES
NEW 1050mmØ MANHOLE
1500mmØ MANHOLE WITHSCRUFFY DOME
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EXISTING OVERLANDFLOW PATH
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
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STOR
MW
ATER
BUN
D
TYPICAL OVERLAND FLOWSIPHON PLAN
SCALE 1:200 (A3)
TIE CHANNEL INTO EXISTING
0.90m
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
SIPHON CROSS SECTIONA- SCALE 1:200 (A3)
A-
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
NEW 1050mmØ MANHOLE
DIST VARIES
2 x 150mmØ NOVA COIL
B-
SIPHON DISPOSAL SECTIONB- SCALE 1:200 (A3)
PIPE SIZE VARIES600 - 1950mmØ
PIPE SIZE VARIES600 - 1950mmØGRADE 1:200
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1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING OVERLANDFLOW PATH
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STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
VARI
ES
NEW 1050mmØ MANHOLE
PIPE SIZE VARIES600 - 1950mmØ
PIPE SIZE VARIES600 - 1950mmØGRADE 1:200
FOR CONSENT
62236-A-C453 0
AMW TP
NJD TM
CMG
10.05.12
A3 HALF SIZE SHOWNThis Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:25 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings A\400 Drainage\62236-A-C453.dwgPlotted by: Annie Porteous
A3 Scale
OVERLAND FLOW PATH SIPHON DETAILSCALE 1: AS SHOWN
0.3m
2.0m
1.0m
1.0m
1.0m 1.0m 1.0m
0.15m
TOPS
OIL
0.15m
TOPS
OIL
0.15m
TOPS
OIL
150mmØ NOVA COIL
150mmØ NOVA COIL
150mmØNOVA COIL
20/7 FILTER MATERIAL
20/7 FILTER MATERIAL
FLUSHING PITWITH SOLID LID
NOVA COIL PIPES IN A TRENCH ASPER SECTION A-A
1050mmØ MANHOLE WITH SCRUFFY DOMEAND PERFORATED CONCRETE BASE
NOVA COIL SUBSOILDRAINS
BUND
TOP OF BUND
1.30m
0.0m
SWALE INVERTSWALE INVERT
B-
A-
A-
2.0mm
SECTIONB- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SUBSOIL DRAINAGE CROSS SECTION2m WIDTH SOAKAGE AREA
SUBSOIL DRAINAGE CROSS SECTION3m WIDTH SOAKAGE AREA
SUBSOIL DRAINAGE CROSS SECTION4m WIDTH SOAKAGE AREA
2.0m
20/7 FILTERMATERIAL
TOTAL LENGTH VARIES WITH FLUSHING PITS AT MAXIMUM 50m SPACINGS
BUND TO TOP OF SWALE
1050mmØ MANHOLE WITH SCRUFFY DOMEAND PERFORATED CONCRETE BASE
20/7 FILTER MATERIAL
SOAK PIT DETAILSWHERE FIRST FLUSH POND NOT REQUIRED
SCALE 1:50 (A3)
1.0m
VARI
ES 14
14
BEGINNING OFNEXT SWALE
BOTTOMOF SWALE
1:200 FALL
SCRUFFY DOME TO BEREPLACED BY PERFORATEDFLUSH LID WHEN LOCATED INCLEAR ZONE TOP OF SWALE
BEGINNING OFNEXT SWALE
B-
1.0m
1m
FOR CONSENT
62236-A-C454 0
AMW TP
NJD TM
CMG
10.05.12
A3 HALF SIZE SHOWNThis Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:26 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings A\400 Drainage\62236-A-C454.dwgPlotted by: Annie Porteous
A3 Scale
0.02% -0.10% 0.29%
-0.56%
-0.34%DI
ST 14
25.83
DIST
1572
.78
DIST
1783
.09
DIST
2380
.13
R.L.
55.65
R.L.
55.50
R.L.
56.11
R.L.
52.75
DATUM=32.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MC10SCALE HORIZ=1:2000 VERT=1:100 @ A1
55.64
55.65
55.63
55.58
55.56
55.61
55.73
55.86
55.92
55.87
55.71
55.45
55.17
54.89
54.61
54.33
54.05
53.76
53.48
53.21
52.97
52.74
52.53
52.35
52.18
52.01
51.85
51.68
51.51
51.37
55.64
55.67
55.64
55.59
55.51
55.49
55.63
55.80
55.78
55.58
55.41
55.27
54.98
54.67
54.49
54.24
53.94
53.67
53.40
53.07
52.72
52.55
52.32
52.17
51.99
51.88
51.72
51.56
51.23
51.10
1350
1400
1450
1500
1550
1600
1650
1700
1750
1800
1850
1900
1950
2000
2050
2100
2150
2200
2250
2300
2350
2400
2450
2500
2550
2600
2650
2700
2750
2800
D=207.99 CLR=1200.00 L=164.81
CL D=589.63R
D=604.76
1350
.00
1445
.33
1500
.33
1665
.14
1720
.14
2309
.7723
09.88
1350
.00
1445
.33
1500
.33
1665
.14
1720
.14
2309
.7723
09.88
P
R
P R=38986.58 L=153.66 P
R=-23451.03 L=200.00 P=-0.56% L=363.50
R=117225.19 L=267.06
P=-0.34% L=233.24
R
1350
.00
1398
.29
1453
.38
1495
.96
1649
.61
1683
.09
1883
.09
2246
.59
2513
.66
2746
.90
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 1220CT01
WL 40.68
FOR CONSENT
62236-A-C461
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:47 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-A-C461.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
Ch 3040CT02
-0.34%0.17% -0.15%
-0.26%DIST
2860
.84
DIST
3423
.26
DIST
4037
.97
R.L.
51.14 R.L.
52.10
R.L.
51.20
DATUM=32.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MC10SCALE HORIZ=1:2000 VERT=1:100 @ A1
51.37
51.29
51.27
51.30
51.38
51.46
51.55
51.63
51.72
51.79
51.84
51.88
51.90
51.91
51.90
51.87
51.83
51.77
51.69
51.62
51.55
51.47
51.39
51.30
51.20
51.10
50.99
50.88
50.76
50.64
51.10
51.05
50.94
50.95
51.17
51.19
51.12
51.21
51.24
51.04
50.84
51.31
51.55
51.64
51.49
51.37
51.28
50.98
51.04
50.71
50.68
50.55
50.84
50.63
50.54
50.34
50.26
49.92
49.95
49.87
2800
2850
2900
2950
3000
3050
3100
3150
3200
3250
3300
3350
3400
3450
3500
3550
3600
3650
3700
3750
3800
3850
3900
3950
4000
4050
4100
4150
4200
4250
D=604.76 CLR=-1200.00 L=244.79
CL D=1357.69
2914
.65
2969
.65
3214
.44
3269
.44
2914
.65
2969
.65
3214
.44
3269
.44
R=45038.55 L=227.89 P=0.17% L=203.93
R=-154144.74 L=489.07 P=-0.15%
L=120.17
R=-426092.98 L=500.002974
.79
3178
.72
3667
.79
3787
.97
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 3990M36/0217
WL 35.76 WL 35.73
WEEDONS ROADWEEDONS ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:47 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-A-C462.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-A-C462
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
-0.26%-0.39%
-0.15%
-0.54%
-0.02% -0.30%
DIST
4497
.57
DIST
4753
.95
DIST
5157
.18
DIST
5458
.85
DIST
5689
.89
R.L.
49.99
R.L.
49.00
R.L.
48.40
R.L.
46.76
R.L.
46.71
DATUM=30.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MC10SCALE HORIZ=1:2000 VERT=1:100 @ A1
50.64
50.51
50.38
50.25
50.10
49.95
49.78
49.59
49.40
49.23
49.08
48.96
48.86
48.78
48.71
48.62
48.52
48.38
48.22
48.04
47.84
47.61
47.35
47.08
46.88
46.77
46.74
46.72
46.67
46.59
49.87
50.23
49.29
49.65
49.70
49.33
49.13
48.99
48.80
48.66
48.60
48.39
48.19
48.12
47.80
47.86
48.11
47.99
47.93
47.75
47.34
46.90
46.52
46.49
46.21
45.96
46.03
45.98
46.10
46.23
4250
4300
4350
4400
4450
4500
4550
4600
4650
4700
4750
4800
4850
4900
4950
5000
5050
5100
5150
5200
5250
5300
5350
5400
5450
5500
5550
5600
5650
5700
D=1357.69R
D=1247.17
4627
.1346
27.19
4627
.1346
27.19
R
P=-0.26%
L=109.61
R=-164583.00 L=200.00
P R=100000.05 L=236.48
P=-0.15%
L=82.31
R=-102669.03 L=405.37
P R=28617.53
L=150.00
P
R=-107004.11
L=300.004287
.97
4397
.57
4597
.57
4635
.71
4872
.19
4954
.49
5359
.86
5383
.85
5533
.8555
39.89
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 5875MSRFL /
CSM2
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:48 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-A-C463.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-A-C463
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
STOCKWATER RACE
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
E B
UND
TYPICAL STOCKWATER RACESIPHON PLAN
SCALE 1:200 (A3)
WEIR STRUCTURE
WEIR STRUCTURE
EXISTING GROUND
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
SIPHON CROSS SECTIONA- SCALE 1:200 (A3)
PIPE SIZE VARIES
1050mmØ MANHOLE
GROOVES FOR STOP LOG
3m
PERFORATEDCONCRETE BASE
STOP LOG STRUCTURE
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
RACE INVERT
A-
PIPE SIZE VARIES300 - 450mmØ
PIPE SIZE VARIES450 - 1950mmØ
PIPE SIZE VARIES300 - 450mmØ
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
1050mmØ MANHOLE
1050mmØ MANHOLE
STOCKWATER RACE
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
2 x NOVA COIL 150mmØ
5m
WEIRSTRUCTURE
STOP LOG STRUCTURE
WEIR STRUCTURE
FILTER MATERIALPERFORATEDCONCRETE BASE2 x NOVA COIL 150mmØ
RACE INVERT
MANHOLE WITH SCRUFFY DOME(SIZE VARIES)
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
EXISTING GROUND
PIPE SIZE VARIES300 - 450mmØ
PIPE SIZE VARIES450 - 1950mmØ
PIPE SIZE VARIES300 - 450mmØ
FOR CONSENT
62236-B-C451 0
CK TP
BSE TM
CMG
10.05.12
1:200
This Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:35 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings B\400 Drainage\62236-B-C451.dwgPlotted by: Annie Porteous
A3 Scale
VARI
ES
NEW 1050mmØ MANHOLE
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING OVERLANDFLOW PATH
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
TYPICAL OVERLAND FLOWSIPHON PLAN
SCALE 1:200 (A3)
TIE CHANNEL INTO EXISTING
0.90m
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
STOR
MW
ATER
TRE
ATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
SIPHON CROSS SECTIONA- SCALE 1:200 (A3)
A-
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
NEW 1050mmØ MANHOLE
DIST VARIES
2 x 150mmØ NOVA COIL
B-
SIPHON DISPOSAL SECTIONB- SCALE 1:200 (A3)
PIPE SIZE VARIES600 - 1950mmØ
PIPE SIZE VARIES600 - 1950mmØGRADE 1:200
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING OVERLANDFLOW PATH
STOR
MWAT
ERTR
EATM
ENT
SWAL
E
STOR
MW
ATER
BUN
D
0.50m
1500mmØ MANHOLE WITHSCRUFFY DOME
EXISTING GROUND
VARI
ES
NEW 1050mmØ MANHOLE
PIPE SIZE VARIES600 - 1950mmØ
PIPE SIZE VARIES600 - 1950mmØGRADE 1:200
FOR CONSENT
62236-B-C452 0
AMW TP
BSE TM
CMG
10.05.12
1:200
This Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:37 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings B\400 Drainage\62236-B-C452.dwgPlotted by: Annie Porteous
A3 Scale
0.3m
2.0m
1.0m
1.0m
1.0m 1.0m 1.0m
0.15
mTO
PSOI
L
0.15
mTO
PSOI
L
0.15
mTO
PSOI
L
150mmØ NOVA COIL
150mmØ NOVA COIL
150mmØNOVA COIL
20/7 FILTER MATERIAL
20/7 FILTER MATERIAL
FLUSHING PITWITH SOLID LID
NOVA COIL PIPES IN A TRENCH ASPER SECTION A-A
1050mmØ MANHOLE WITH SCRUFFY DOMEAND PERFORATED CONCRETE BASE
NOVA COIL SUBSOILDRAINS
BUND
TOP OF BUND
1.30
m0.
0m
SWALE INVERTSWALE INVERT
B-
A-
A-
2.0mm
SECTIONB- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SECTIONA- SCALE 1:50 (A3)
SUBSOIL DRAINAGE CROSS SECTION2m WIDTH SOAKAGE AREA
SUBSOIL DRAINAGE CROSS SECTION3m WIDTH SOAKAGE AREA
SUBSOIL DRAINAGE CROSS SECTION4m WIDTH SOAKAGE AREA
2.0m
20/7 FILTERMATERIAL
TOTAL LENGTH VARIES WITH FLUSHING PITS AT MAXIMUM 50m SPACINGS
BUND TO TOP OF SWALE
1050mmØ MANHOLE WITH SCRUFFY DOMEAND PERFORATED CONCRETE BASE
20/7 FILTER MATERIAL
SOAK PIT DETAILSWHERE FIRST FLUSH POND NOT REQUIRED
SCALE 1:50 (A3)
1.0m
VARI
ES 14
14
BEGINNING OFNEXT SWALE
BOTTOMOF SWALE
1:200 FALL
SCRUFFY DOME TO BEREPLACED BY PERFORATEDFLUSH LID WHEN LOCATED INCLEAR ZONE TOP OF SWALE
BEGINNING OFNEXT SWALE
B-
1.0m
1m
FOR CONSENT
62236-B-C453 0
AMW TP
BSE TM
CMG
10.05.12
1:50
This Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:37 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings B\400 Drainage\62236-B-C453.dwgPlotted by: Annie Porteous
A3 Scale
FLUSHING EYE
1.45m
UPSTREAM SWALE
150mmØ NOVA COIL
A-
FLUSHING EYE
UPSTREAM SWALE
20.00m
0.75m
0.75m
0.50m
0.50m1050Ø MANHOLE
1050Ø MANHOLEGEOTEXTILE
GEOTEXTILE
CRITICAL DEPTH FOR BATTER SLOPES
1.00m
0.25m
30.00m
GEOTEXTILE
SECTIONA- SCALE 1:200 (A3)
CRITICAL FOR DEPTHTO GROUND WATER
150mmØ NOVA COIL ENCASED IN PVC PIPE
150mmØ NOVA COIL
SWALE INVERT
150mmØNOVA COIL
150mmØ NOVA COIL ENCASED IN PVC PIPE
0.25m
RL 3.2m BELOW C/L
0.60m
m GR
ANUL
AR B
ACKF
ILL 4
0/7
0.30
mm
ORGA
NIC
SOIL
FILT
ER L
AYER
1.90m
FLUSHING EYEWITH SOLID LID
FLUSHING EYEWITH SOLID LID
WATER QUALITY DRY POND
2.00m
PLAN
SCALE 1:200 (A3)
EDGE OF SEAL4.0
0m
2.00m
OVERFLOW GROSSPOLLUTANT TRAP 1050Ø MANHOLE
150mmØ NOVA COILS150mmØ NOVA COIL
FLUSHING EYES FLUSHING EYES
FLUSHING EYES
B-
1050Ø MANHOLE
30.00m
FLUSHING EYE0.56m
DOWNSTREAM SWALE
150mmØ NOVA COIL
FLUSHING EYE
DOWNSTREAM SWALE
FOR CONSENT
62236-B-C454 0
AMW TP
BSE TM
CMG
10.05.12
1:200
This Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:38 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings B\400 Drainage\62236-B-C454.dwgPlotted by: Annie Porteous
A3 Scale
FLUSHING EYE
150mmØ NOVA COIL
GROUND SURFACE
GROUND SURFACEA1- SCALE 1:200 (A3)
PIPEWORKA2- SCALE 1:200 (A3)
1050Ø MANHOLE
BUND BUND
OVERFLOW GROSSPOLLUTANT TRAP
WATER QUALITYDRY POND
TOP OF SWALE
150mmØ NOVA COIL ENCASED IN PVC PIPE150mmØNOVA COIL150mmØ NOVA COIL150mmØ NOVA COIL ENCASED IN PVC PIPE
1050Ø MANHOLETOP OF SWALE FLUSHING EYE
BASE OF SWALE
FLUSHING EYE
150mmØ NOVA COIL
FOR CONSENT
62236-B-C455 0
AMW TP
BSE TM
CMG
10.05.12
A3 HALF SIZE SHOWNThis Drawing must not beused for Construction unlesssigned as Approved
Date
CheckDrafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
DesignThis drawing has been prepared for the benefitof the NZ Transport Agency (NZTA). Noliability is accepted by these companies or anyemployee or sub-consultant of thesecompanies with respect to its use by any otherperson.This disclaimer shall apply notwithstandingthat the drawing may be made available toother persons for an application for permissionor approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:17 October 2012 - 12:39 PM N:\NZ\Christchurch\Projects\51\28982 CSM2\CADD\CSM 2+3\CAD\Drawings - Scheme Assessment\Drawings B\400 Drainage\62236-B-C455.dwgPlotted by: Annie Porteous
A3 Scale
-0.30% 0.19%
-0.42%
DIST
0.00
DIST
135.5
8
DIST
393.6
5
R.L.
46.16
R.L.
45.76
R.L.
46.24
DATUM=28.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0SCALE HORIZ=1:2000 VERT=1:100 @ A1
46.16
46.01
45.88
45.83
45.88
45.97
46.06
46.15
46.13
46.00
45.79
45.58
45.37
45.16
44.95
44.74
44.53
44.31
44.10
43.89
43.68
43.47
43.26
43.05
42.84
42.63
42.42
42.20
41.99
41.78
45.50
45.56
45.69
45.78
45.75
45.78
46.15
46.24
45.82
45.51
45.42
45.43
45.40
45.05
45.06
44.72
44.50
43.88
43.63
43.40
42.97
42.68
42.22
41.96
42.00
42.63
42.42
41.95
42.02
42.12
0 50 100
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
950
1000
1050
1100
1150
1200
1250
1300
1350
1400
1450
DR=7000.00L=103.14
D=457.15R=800.00 L=645.28
D=449.43
1.05
104.1
9
561.3
4
1206
.62
1.05
104.1
9
561.3
4
1206
.62
P=-0.30%
L=75.01 R=25000.00
L=121.12
P=0.19% L=130.49
R=-22000.00
L=134.04 P=-0.42% L=1694.800.00
75.01
196.1
4
326.6
3
460.6
6
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 390RRO
Ch 435CT03
WL 31.95
ROBINSONS ROAD
SH1 MAIN SOUTH ROAD
ROBINSONS ROAD
SH1 MAIN SOUTH ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:49 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C461.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C461
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
-0.42%
-0.47%
-0.20%
DIST
2216
.11
DIST
2819
.91
R.L.
38.55
R.L.
35.74
DATUM=23.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0
SCALE HORIZ=1:2000 VERT=1:100 @ A1
41.78
41.57
41.36
41.15
40.94
40.73
40.52
40.31
40.09
39.88
39.67
39.46
39.25
39.04
38.83
38.61
38.39
38.16
37.93
37.69
37.46
37.23
37.00
36.76
36.53
36.30
36.07
35.85
35.69
35.58
42.12
42.00
41.94
41.66
41.84
41.69
41.11
41.00
41.02
40.72
40.52
-999
.00
-999
.00
-999
.00
-999
.00
-999
.00
-999
.00
-999
.00
-999
.00
37.75
37.78
37.35
37.22
36.58
36.22
35.90
35.66
35.38
35.33
35.39
1450
1500
1550
1600
1650
1700
1750
1800
1850
1900
1950
2000
2050
2100
2150
2200
2250
2300
2350
2400
2450
2500
2550
2600
2650
2700
2750
2800
2850
2900
D=449.43
R=-1800.00 L=1236.99D
1656
.05
2893
.04
1656
.05
2893
.04
P=-0.42% L=1694.80
R=-280000.00
L=121.29 P=-0.47% L=478.01
R=50000.00
L=130.30
P
2155
.47
2276
.76
2754
.77
2885
.06
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 1990CT04
WL 26.00
WATERHOLES ROADWATERHOLES ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:50 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C462.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C462
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
-0.20%
-0.59%
-0.30%
DIST
3899
.13
DIST
4143
.33
R.L.
33.53
R.L.
32.09
DATUM=18.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0SCALE HORIZ=1:2000 VERT=1:100 @ A1
35.58
35.47
35.37
35.27
35.17
35.06
34.96
34.86
34.76
34.65
34.55
34.45
34.35
34.25
34.14
34.04
33.94
33.84
33.73
33.63
33.46
33.23
32.94
32.64
32.35
32.11
31.92
31.77
31.62
31.46
35.39
35.64
35.34
35.15
35.07
34.85
34.86
34.95
34.68
34.85
35.47
35.77
35.12
35.05
34.65
34.43
34.31
34.34
33.92
33.80
33.60
33.31
33.01
32.72
32.35
31.42
31.30
31.13
30.81
30.55
2900
2950
3000
3050
3100
3150
3200
3250
3300
3350
3400
3450
3500
3550
3600
3650
3700
3750
3800
3850
3900
3950
4000
4050
4100
4150
4200
4250
4300
4350
D=549.56R=2400.00 L=1780.17
3442
.6034
42.60
P=-0.20% L=946.87
R=-35000.00
L=134.40 P=-0.59%
L=112.99 R=45000.00
L=128.02
P=-0.30% L=1569.613831
.93
3966
.33
4079
.32
4207
.34
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 3490CT05 Ch 3905
CT06
WL 23.54
WL 20.48
TRENTS ROADTRENTS ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:51 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C463.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C463
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
Ch 5330CT07
-0.30%
DATUM=16.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0SCALE HORIZ=1:2000 VERT=1:100 @ A1
31.46
31.31
31.16
31.01
30.86
30.70
30.55
30.40
30.25
30.10
29.94
29.79
29.64
29.49
29.33
29.18
29.03
28.88
28.73
28.57
28.42
28.27
28.12
27.97
27.81
27.66
27.51
27.36
27.21
27.05
30.55
30.47
30.85
30.77
30.71
30.69
30.59
30.37
30.15
29.96
29.94
29.90
29.62
29.47
29.36
29.06
28.84
28.59
28.38
28.22
28.38
28.17
27.96
27.82
27.63
27.51
27.35
27.27
27.30
26.84
4350
4400
4450
4500
4550
4600
4650
4700
4750
4800
4850
4900
4950
5000
5050
5100
5150
5200
5250
5300
5350
5400
5450
5500
5550
5600
5650
5700
5750
5800
R=2400.00 L=1780.17 R=-2400.00 L=630.72
5222
.7752
22.77
P=-0.30% L=1569.61
R
5776
.95
SCALE HORIZ=1:4000 VERT=1:200 @ A3
WL 17.96
SHANDS ROADSHANDS ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:52 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C464.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C464
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
-0.30%
-0.27%DI
ST 58
39.46
R.L.
26.93
DATUM=16.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0SCALE HORIZ=1:2000 VERT=1:100 @ A1
27.05
26.91
26.77
26.63
26.49
26.36
26.22
26.09
25.95
25.81
25.68
25.54
25.40
25.27
25.13
24.99
24.86
24.72
24.58
24.45
24.31
24.17
24.04
23.90
23.77
23.63
23.49
23.36
23.22
23.08
26.84
27.14
26.72
26.87
26.50
26.23
26.26
26.17
25.74
25.64
25.43
25.34
25.21
25.12
25.06
24.70
24.81
24.67
24.27
24.06
24.06
23.90
23.71
23.55
23.63
23.17
23.15
23.05
23.41
22.78
5800
5850
5900
5950
6000
6050
6100
6150
6200
6250
6300
6350
6400
6450
6500
6550
6600
6650
6700
6750
6800
6850
6900
6950
7000
7050
7100
7150
7200
7250
RD=321.07
R=-2000.00 L=730.70 R=2400.00 L=1079.46
5853
.49
6174
.56
6905
.26
5853
.49
6174
.56
6905
.26
R=400000.00
L=125.02
P=-0.27% L=1925.605901
.97
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 6110CT08
Ch 6680CT09
WL 17.44 WL 17.33
MARSHS ROAD
SPRINGS ROAD
MARSHS ROAD
SPRINGS ROAD
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:53 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C465.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C465
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
Ch 7285CT10
-0.27% 0.72%
-1.34%
0.26%
DIST
7887
.20
DIST
8051
.86
DIST
8284
.58
DIST
8598
.00
R.L.
21.34 R.
L. 22
.53
R.L.
19.42
R.L.
20.22
DATUM=13.000
DESIGN SURFACELEVELS
EXISTING SURFACELEVELS
DISTANCE
VERTICALSCHEMATIC
HORIZONTALSCHEMATIC
LONGITUDINAL SECTION ON CONTROL STRING MCA0SCALE HORIZ=1:2000 VERT=1:100 @ A1
23.08
22.95
22.81
22.67
22.54
22.40
22.26
22.13
21.99
21.85
21.72
21.58
21.47
21.53
21.80
22.02
22.00
21.73
21.21
20.61
20.15
19.85
19.71
19.72
19.84
19.97
20.10
20.22
22.78
22.75
22.63
22.56
22.55
22.32
22.30
21.90
21.80
21.72
21.18
20.72
21.38
20.98
20.75
20.67
20.70
19.14
18.79
18.69
19.26
19.64
19.32
19.06
20.55
20.13
20.06
20.18
7250
7300
7350
7400
7450
7500
7550
7600
7650
7700
7750
7800
7850
7900
7950
8000
8050
8100
8150
8200
8250
8300
8350
8400
8450
8500
8550
8598
R=2400.00 L=1079.46D=286.44
R=-3500.00 L=326.85
7984
.71
8271
.15
8598
.00
7984
.71
8271
.15
8598
.00
P=-0.27% L=1925.60
R=12000.00
L=119.27
R=-10200.00 L=210.04
R=16000.00 L=255.41 P=0.26% L=185.72
7827
.57
7946
.84
8156
.88
8412
.29
8598
.00
SCALE HORIZ=1:4000 VERT=1:200 @ A3
Ch 7600HJR/MAZE
MAZE
Ch 8485CSM2/CSM1
Ch 8785M36/4018
WL 17.66
WL 15.82
SPRINGS ROAD
HALSWELL JUNCTION ROAD
Mushroom Ponds
Maize Maze Pond
Owaka Basin
Ramp Ponds
SPRINGS ROAD
HALSWELL JUNCTION ROAD
Mushroom Ponds
Maize Maze Pond
Owaka Basin
Ramp Ponds
This Drawing must not be
used for Construction unless
signed as Approved
Date
Check
Drafting
DateApprovedCheckedDrawnRevisionNo
Title
Project
Client
Check
Designed
Approved
Drawn
A1 Scale
Design
This drawing has been prepared for the benefit
of the NZ Transport Agency (NZTA). No
liability is accepted by these companies or any
employee or sub-consultant of these
companies with respect to its use by any other
person.
This disclaimer shall apply notwithstanding
that the drawing may be made available to
other persons for an application for permission
or approval or to fulfil a legal requirement.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:8 April 2013 - 3:53 p.m. C:\Users\JAL\Documents\3390691 -CSM2\Drawings_PostSubmission\Drawings\62236-B-C466.dwg
Plotted by:
James Long
A3 Scale
EXISTING GROUND
DESIGN SWALE INVERT LEVEL (LEFT & RIGHT)
SWALE INFILTRATION (1.3m)
AVERAGE GROUNDWATER LEVEL JAN '11 (OBSERVED)
ASSUMED HIGH GROUNDWATER LEVEL(INCL. CENTRAL PLAINS WATER ALLOWANCE)
LEGEND
STORMWATER POND *
STOCKWATER / DRAINAGE SIPHON *
OVERLAND FLOW SIPHON *
BRIDGE STRUCTURE *(PILE DEPTH UNKNOWN)
* SYMBOLS REFERENCED ARE DIAGRAMMATIC ONLY AND NOT TO SCALE
50% PREDICTED GROUNDWATERLEVEL(INCL. CENTRAL PLAINS WATERALLOWANCE)
WL XX.XX
DESIGN ROAD CENTRELINE
1m CLEARANCE FROM HIGH WATER TABLE
MAX GROUND WATER PROFILE WITHLOWERING STRATEGY IN PLACE. I.E.GROUNDWATER PROFILE WITH PUMPING TOMAX EXTRACTION RATE OF 100l/sGROUND WATER PROFILE WITH GROUNDWATER LOWERING STRATEGY IN PLACE. I.E.INTERCEPT GROUND WATER AND DIVERT TOUPPER KNIGHTS STREAM
FOR CONSENT
62236-B-C466
1
A. PORTEOUS K. ATKINS
TM TM
GAP
16.10.12
H. 1:4000, V.1:200
Recommended