csm2 and msrfl project: scheme plans, …...amw tp njd tm cmg 10.05.12 a3 half size shown this...

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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



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STOR

MWAT

ERTR

EATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D

1050mmØ MANHOLE

1050mmØ MANHOLE

STOCKWATER RACE


2 x NOVA COIL 150mmØ

5m

WEIRSTRUCTURE

STOP LOG STRUCTURE

WEIR STRUCTURE

FILTER MATERIALPERFORATEDCONCRETE BASE2 x NOVA COIL 150mmØ

RACE INVERT


STOR

MW

ATER

TRE

ATM

ENT

SWAL

E

EXISTING GROUND




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


EXISTING GROUND

STOR

MW

ATER

TRE

ATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D


A-

0.50m


EXISTING GROUND


DIST VARIES

2 x 150mmØ NOVA COIL

B-

SIPHON DISPOSAL SECTIONB- SCALE 1:200 (A3)


PIPE SIZE VARIES600 - 1950mmØGRADE 1:200

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STOR

MWAT

ERTR

EATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D

0.50m


EXISTING GROUND

VARI

ES




FOR CONSENT

62236-A-C453 0

AMW TP

NJD TM

CMG

10.05.12


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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


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)



SUBSOIL DRAINAGE CROSS SECTION2m WIDTH SOAKAGE AREA



2.0m

20/7 FILTERMATERIAL

TOTAL LENGTH VARIES WITH FLUSHING PITS AT MAXIMUM 50m SPACINGS

BUND TO TOP OF SWALE



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


B-

1.0m

1m

FOR CONSENT

62236-A-C454 0

AMW TP

NJD TM

CMG

10.05.12


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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


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


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


Ch 3990M36/0217

WL 35.76 WL 35.73

WEEDONS ROADWEEDONS ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-A-C462

1


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


Ch 5875MSRFL /

CSM2



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-A-C463

1


TM TM

GAP

16.10.12

H. 1:4000, V.1:200


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


PIPE SIZE VARIES

1050mmØ MANHOLE

GROOVES FOR STOP LOG

3m

PERFORATEDCONCRETE BASE

STOP LOG STRUCTURE


RACE INVERT

A-




STOR

MWAT

ERTR

EATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D

1050mmØ MANHOLE

1050mmØ MANHOLE

STOCKWATER RACE


2 x NOVA COIL 150mmØ

5m

WEIRSTRUCTURE

STOP LOG STRUCTURE

WEIR STRUCTURE

FILTER MATERIALPERFORATEDCONCRETE BASE2 x NOVA COIL 150mmØ

RACE INVERT


STOR

MW

ATER

TRE

ATM

ENT

SWAL

E

EXISTING GROUND




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


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE


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




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


EXISTING GROUND

STOR

MW

ATER

TRE

ATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D


A-

0.50m


EXISTING GROUND


DIST VARIES

2 x 150mmØ NOVA COIL

B-

SIPHON DISPOSAL SECTIONB- SCALE 1:200 (A3)





STOR

MWAT

ERTR

EATM

ENT

SWAL

E

STOR

MW

ATER

BUN

D

0.50m


EXISTING GROUND

VARI

ES




FOR CONSENT

62236-B-C452 0

AMW TP

BSE TM

CMG

10.05.12

1:200


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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



FLUSHING PITWITH SOLID LID

NOVA COIL PIPES IN A TRENCH ASPER SECTION A-A


NOVA COIL SUBSOILDRAINS

BUND

TOP OF BUND

1.30

m0.

0m

SWALE INVERTSWALE INVERT

B-

A-

A-

2.0mm

SECTIONB- SCALE 1:50 (A3)







2.0m

20/7 FILTERMATERIAL

TOTAL LENGTH VARIES WITH FLUSHING PITS AT MAXIMUM 50m SPACINGS

BUND TO TOP OF SWALE



SOAK PIT DETAILSWHERE FIRST FLUSH POND NOT REQUIRED

SCALE 1:50 (A3)

1.0m

VARI

ES 14

14


BOTTOMOF SWALE

1:200 FALL

SCRUFFY DOME TO BEREPLACED BY PERFORATEDFLUSH LID WHEN LOCATED INCLEAR ZONE TOP OF SWALE


B-

1.0m

1m

FOR CONSENT

62236-B-C453 0

AMW TP

BSE TM

CMG

10.05.12

1:50


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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


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


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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


Date

CheckDrafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale


DO NOT SCALE



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



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


Ch 390RRO

Ch 435CT03

WL 31.95

ROBINSONS ROAD

SH1 MAIN SOUTH ROAD

ROBINSONS ROAD

SH1 MAIN SOUTH ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE


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





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C461

1


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

LONGITUDINAL SECTION ON CONTROL STRING MCA0


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


Ch 1990CT04

WL 26.00

WATERHOLES ROADWATERHOLES ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C462

1


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


Ch 3490CT05 Ch 3905

CT06

WL 23.54

WL 20.48

TRENTS ROADTRENTS ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C463

1


TM TM

GAP

16.10.12

H. 1:4000, V.1:200

Ch 5330CT07

-0.30%

DATUM=16.000



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


WL 17.96

SHANDS ROADSHANDS ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C464

1


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


Ch 6110CT08

Ch 6680CT09

WL 17.44 WL 17.33

MARSHS ROAD

SPRINGS ROAD

MARSHS ROAD

SPRINGS ROAD



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C465

1


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



DISTANCE

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC


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


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



signed as Approved

Date

Check

Drafting


Title

Project

Client

Check

Designed

Approved

Drawn

A1 Scale

Design






person.





DO NOT SCALE



Plotted by:

James Long

A3 Scale

EXISTING GROUND





LEGEND

STORMWATER POND *






WL XX.XX




FOR CONSENT

62236-B-C466

1


TM TM

GAP

16.10.12

H. 1:4000, V.1:200