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ByBeca

Project No

Prepared for

Docu

ment

No.

Rev.Drawing No.

Drawing Plotted:

044-

RCT_

401_

C0-0

00.D

WG

14 Feb 2020 1:48 p.m.

044-RCT_401_C0-000 C

3124460

ISSUED FORRESOURCE CONSENT

CIVIL ENGINEERING

KOHIMARAMARETIREMENT VILLAGE

FEBRUARY 2020

JOHN RYMER PL

KOHIMARAMA ROAD

ALLUM STREET

SITE OF WORKS

SELWYN COLLEGE

KOHIMARAMA ROAD

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RESOURCE CONSENT

NOT FOR CONSTRUCTION

044-RCT_401_C0-001 CDRAWING LIST CIVIL ENGINEERINGKOHIMARAMA

RETIREMENT VILLAGEAS SHOWN

1/2 SHOWN

DF/WL 30.08.19JM 30.08.19RM 06.02.20SS 06.02.20

No. AppdRevision By Chk Date

Drawing Originator:

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A1)

Scale (A3)Reduced

Dwg Check

Dsg Verifier

Drawn

Original DesignConstruction*

Date

Approved For Client: Project:

IF IN DOUBT ASK.

Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 14 Feb 2020 1:48 p.m.

044-

RCT_

401_

C0-0

01.D

WG

DRAWING LISTDRAWING No. Rev DRAWING TITLE

044-RCT_401_C0-000 C COVER SHEET

044-RCT_401_C0-001 C DRAWING LIST

044-RCT_401_C0-002 C LEGEND

044-RCT_401_C0-021 C PROPOSED GRADING AND DRAINAGE PLAN - SHEET 1 OF 2

044-RCT_401_C0-031 C PROPOSED SEWER AND WATER PLAN

044-RCT_401_C0-041 C PROPOSED POWER, GAS AND COMMS PLAN

C RESOURCE CONSENT COB RM RM 14.02.20

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RESOURCE CONSENT

NOT FOR CONSTRUCTION

044-RCT_401_C0-002 C

LEGEND CIVIL ENGINEERINGKOHIMARAMARETIREMENT VILLAGEAS SHOWN

1/2 SHOWN

WL 30.08.19JK 30.08.19RM 06.02.20SS 06.02.20

No. AppdRevision By Chk Date

Drawing Originator:

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A1)

Scale (A3)Reduced

Dwg Check

Dsg Verifier

Drawn

Original DesignConstruction*

Date

Approved For Client: Project:

IF IN DOUBT ASK.

Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 14 Feb 2020 1:49 p.m.

044-

RCT_

401_

C0-0

02.D

WG

PROPOSED BUILDING

MINOR DESIGN CONTOUR (0.1m)

MAJOR DESIGN CONTOUR (1.0m)

BOWLING GREEN

LEGEND:

EXISTING STORMWATER

SW SW

SITE BOUNDARY

EXISTING SERVICE TO BE ABANDONED

RETAINING WALL

SS SS PROPOSED SANITARY SEWER

EXISTING SANITARY SEWER

PROPOSED WATER SUPPLY (OD125 PE100 PN12.5) 125 125

EXISTING WATERMAIN

H PROPOSED FIRE HYDRANT

PROPOSED SLUICE VALVE

PROPOSED LV POWER SUPPLY

PROPOSED HV POWER SUPPLY

EXISTING POWER (11KV)E EEXISTING GAS G G

PROPOSED WATER METER

PROPOSED NON RETURN VALVE

PROPOSED RAISED PEDESTRIAN CROSSING

PROPOSED PRAM CROSSING

PROPOSED SAFETY FENCING

G G PROPOSED GAS (63 OD PE100)

EXISTING STORMWATER MANHOLE

EXISTING SUMPEXISTING STORMWATER PIPE

FIRE HYDRANT

FENCE LINE

H// //

EXISTING TREES TO BE REMOVED

EXISTING FENCE GATE

EXISTING BOREHOLE

L EXISTING STREET LIGHT

T EXISTING TEL. PILLAR

EXISTING POWER POLE

EXISTING WATER METER (INDICATIVEALIGNMENT ONLY. AS SHOWN ON SURVEY)

EXISTING SEWER LINE & MANHOLE

EXISTING WATER LINE

PROPOSED STORMWATER

2m OFFSET

PROPOSED FIRE SUPPLY (OD180 PE100 PN12.5 )F F

PROPOSED WATER SUPPLY (OD180 PE100 PN12.5 )180 180

LV LV

HV HV

C FOR RESOURCE CONSENT COB RM BC 13.02.20

EXISTING TREES AND VEGETATION TO RETAIN (OR TO BE REINSTATED)

27.0

28.0

29.0

29.0

30.0

30.0

30.0

30.0

31.0

31.0

31.0

31.0

31.0

31.0

32.0

32.0

32.0

32.0

32.0

33.0

33.0

33.0

33.0

33.0

33.0

33.0

33.0

34.0

34.0 34.0

34.0

34.0

35.0

35.0

35.0

35.0

36.0

36.0

36.0

36.0

37.0

37.0

37.0

38.0

38.0

39.0

39.0

40.0

41.0

42.0

42.0

43.0

44.0

44.0

45.0

43.0

42.0

41.0

40.0

43.0

39.0

29.0

30.0

31.0

32.0

34.0

33.0

31.0

32.0

34.0

36.0

35.0

34.033.0

32.0

31.0

30.0

29.0

28.0

37.0

37.036.0

35.034.0

33.032.0

31.0

38.0 39.0

33.0

34.0

35.0

36.0

37.0

38.0

40.0

39.0

38.0

40.0 41.0

42.0

43.044.0

45.0

44.045.0

38.0

45.0

45.0

34.0

33.032.0

30.0

30.0

30.0

45.0

46.0

46.045.0

17

17A

38A

32A

247A

132

27A

226A

31

7

226

36A

3

9

7

52

33

23

224

236-264

222A

19

37

1/28

5421

34A

249

247

232

19

32

39

56

34B

228

249

245

46

35A

4215

223

222

38B

3A

136-158

36B

26

2/37

228B

257

234

263

48

263A

1/37

20

25

13B

13

11

230

50

255

6

2B

134

223

40

2729

5

249A

251

4

226

2A

41

35

28

19A

45A

8

34 13A

247

220

2/28

38

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

B05

B03

PODIUM

BOWLING GREEN

B01

B04

B02 B01

B06

LOADING

225

225 750Ø CONC

750Ø CONC

600 CONC

450Ø CONC

225Ø CONC

300Ø CONC

150

225Ø CONC

225

225 225

225Ø CONC

150

300Ø CONC

300Ø CONC

225Ø CONC

225

225Ø CONC

225Ø CONC

300Ø CONC

300Ø CONC

225Ø CONC

225Ø CONC

150

750Ø CONC

600 CONC

300Ø CONC

225Ø CONC

225Ø CONC

225Ø CONC

225Ø

225

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

CH 0.

00

CH 10

.00

CH 20

.00CH 30

.00

CH 40

.00

CH 50

.00

CH 60

.00

CH 70

.00

CH 80

.00

CH 90

.00

CH 10

0.00

CH 11

0.00

CH 12

0.00

CH 13

0.00

CH 140.0

0

CH 150.00

CH 160.00

CH 170.00

CH 180.00

CH 190.00

CH 200.00

CH 210.00

CH 220.00

CH 230.00

CH 240.00

CH 250.00 CH 260.00

CH 270.00

CH 280.00

CH 290.00

CH 300.00

CH 310.00CH 320.00

CH 330.00

CH 336.52

<<

<<

<<

<<

<<

<<

<<

<<

<<

<<

<<

<< < < < < <

<<

<<

< < < <<

<<

<<

<<

<<

<<

<

< < <

SWMH 1.9SWMH 1.8

SWMH 1.7

SWMH 4.2

SWMH 4.1

SWMH 7.2

SWMH 2.13

SWMH 2.14

SWMH 2.15

SWMH 2.16

SWMH 2.17

SWMH 5.5

SWMH 5.4

SWMH 1.3

SWMH 1.4

SWMH 1.5

SWMH 1.6

<<<<<<<<<<<<<<<<<<<<<

SWMH 2.18

SWMH 2.19

<< < < < < < <

RESOURCE CONSENT

NOT FOR CONSTRUCTION

No. AppdRevision By Chk Date

Drawing Originator:

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A1)

Scale (A3)Reduced

Dwg Check

Dsg Verifier

Drawn

Original DesignConstruction*

Date

Approved For Client: Project:

IF IN DOUBT ASK.

Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 14 Feb 2020 1:50 p.m.

044-

RCT_

401_

C0-0

21.D

WG

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044-RCT_401_C0-021 C

CONCEPT DESIGNGRADING AND DRAINAGE PLAN

SHEET 1 OF 2

CIVIL ENGINEERINGKOHIMARAMARETIREMENT VILLAGE1:500

1:1000

COB 06.02.20SOB 06.02.20RM 06.02.20SS 06.02.20

ATTENUATION STORAGETANK LOCATED UNDER THEBUILDING.

INTERCEPT EXISTINGSTORMWATER FROMKOHIMARAMA ROAD AND DIVERTINTO REALIGNED STREAM.

PROPOSED RESTORED/REALIGNEDINTERMITTENT STREAM

C FOR RESOURCE CONSENT COB RM BC 13.02.20

INTERCEPT EXISTINGSTORMWATER HERE

HEADWALL OUTFALL TO STREAM.RIP RAP TO BE INSALLED TOPREVENT SCOUR AND EROSION.

MANHOLE SWMH 5.5 TO BE INSTALLEDOVER EXISTING STROWMATER PIPEFORM SELWYN COLLEGE TO DIVERTFLOW TO THE REALIGNED STREAM.

UNDERGROUND TUNNEL.

DROP IN STREAM REFER TO DRAWING044-RCT_401_C3-061 FOR LEVELS.

DROP IN STREAM REFER TO DRAWING044-RCT_401_C3-061 FOR LEVELS.

DROP IN STREAM REFER TO DRAWING044-RCT_401_C3-061 FOR LEVELS.

DROP IN STREAM REFER TO DRAWING044-RCT-C3_401-061 FOR LEVELS.

FOR DETAILS WITHIN THIS AREAREFER TO DRAWING044-RCT-401_C0-022 FOR LEVELS.

OVERLAND FLOW FROMADJACENT SITE TO BE

CAPTURED WITH AN UPSTANDON TOP OF RETAINING WALL.

EXISTING MANHOLE NP 4851 TO BEREBUILT AND REPOSITIONED TO

AVOID PROPOSED RETAINING WALL.

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

SS

SS

SSSS

SSSS

SSSSSSSSSS

SSSS

SS

SSSSSSSSSSSS

SS

SSSS

SSSS

SSSS

LPS

LPS

LPS

LPS

LPS

LPSLPS

LPSLPS

LPSLPS

LPSLPS

LPSLPS

LPS

LPS

LPS

LPSLPS

LPSLPS

LPSLPS

LPS LPS

LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS

LPS

LPS

LPS

LPS LPS LPS LPS LPS

LPS

LPS

LPS

LPS

SS

SSSS

SS

DN 150 SEWER PS-01SSMH 1-6

SSMH 1-5

SSMH 1-4

SSMH 1-3

SSMH 1-2

SSMH 1-1

SSMH 2-3

SSMH 2-2SSMH 2-1 SS

SS

SSMH 1-0

SSMH 1-3A

100 EW (Rising)

100 EW (Rising)

100 AC (Rising)

150 AC

150Ø EW

150Ø EW

150Ø EW

150 AC

150Ø EW

150 CONC

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW

150Ø EW150Ø EW

150Ø EW

150Ø EW

225 EW

150Ø EW

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

20 PE

100 CI

225 CI

100 PVC

225 PVC

100 CI

50 PE

100 PVC (Abandoned)

100 PE100 PE

250 AC

100 PE

100 PE

250 AC

H

H

H

W

W

SVSV

M

F F F FF F F

F

F

FF

FF

FF

FF

F

F

F

F

F

WW

WW

WW

WW

W

W

WW

WW

W

W SVSV

MM

F W

F W

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RESOURCE CONSENT

NOT FOR CONSTRUCTION

044-RCT_401_C0-031 C

CONCEPT DESIGNSEWER AND WATER PLAN CIVIL ENGINEERINGKOHIMARAMA

RETIREMENT VILLAGE1:500

1:1000

DF/WL 30.08.19JM 30.08.19RM 06.02.20SS 06.02.20

No. AppdRevision By Chk Date

Drawing Originator:

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A1)

Scale (A3)Reduced

Dwg Check

Dsg Verifier

Drawn

Original DesignConstruction*

Date

Approved For Client: Project:

IF IN DOUBT ASK.

Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 14 Feb 2020 1:51 p.m.

044-

RCT_

401_

C0-0

31.D

WG

C FOR RESOURCE CONSENT COB RM BC 13.02.20

CONNECT TO EXISTING100Ø PE WATERMAIN

BACKFLOW PREVENTIONASSEMBLY

BACKFLOW PREVENTIONASSEMBLY

PROPOSED OD180 PEPN12.5 POTABLE WATER

AND FIRE HYDRANT

PROPOSED OD125 PEPN12.5 FIRE MAIN

PROPOSED OD125 PEPN12.5 FIRE MAIN

PROPOSED DN150uPVC SEWER

PROPOSED SEWAGEPUMPING STATION

PROPOSED RISING MAIN TO DISCHARGETO ALLUM STREET NETWORK

PROPOSED LOW PRESSURESANITARY NETWORK

NOTES1. STORAGE VOLUMES FOR PUMPING

STATIONS ARE TO BE CONFIRMED WITHFURTHER DESIGN DEVELOPMENT.

51C51C

17

17A

38A

30B

218

32A

247A

1

27A64

31

7

226

36A

3

32B9

52

33

23

224

236-264

222A

19

37

5421

34A

49

249

247

232

47

60B

220

19

32

39

56

34B

249

245

46

35A

4215

58

223

60A

222

45

38B

3A

43

36B

2/37

257

72

234

48

45

1/37

25

13B

13

11

50

255

6

2B

223

40

27

70

29

5

249A

251

30A

4

68

2A

41

35

19A

218

45A

62

34 13A

247

38

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

SELWYN COLLEGE

H

H

H

GG

GG

GG

GG

GG

GG

GG

GG

G

GG

GG

GG

GG

GG

GG

G

GG

G

G

GG

G G

G

G

G

G

GG

GG

GG

G

G

G

G

G

G

G

G

G

GG

GG

GG

G

G

G

G

EE

E

E

E

E

E

E E E

E

EE

E

E

E

EE

EE

E

E

E

E

EE

EE

E

11kV

11kV

11kV

11kV 11kV 11kV11kV

11kV11kV

E

E

E

EE

EE

E

E

E

E

EE

EE

E

E

E

EE

EE

EE

EE

EE

EE

E

E

EE

E

EEE

EE

E

EE

E

EE

E

EE

E

EE

E

EE

EE E

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

TT

TT

TT

TT

TT

TT

TT

TT

TT

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV

EE

EE

EE

EE

EE

EE

E

E

EE

EE

E

EE

E

E

E

E

E

E

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV11kV

11kV

11kV11kV

11kV11kV

11kV11kV

11kV

EE

EE

E

EE

EE

EE

E

EE

EE

LV

LV

LV LV LV LV LV LV LV

LVLV

LVLV

LVLV

LV

GGG

GG

GG

GG

G

G

G

G

GG G

G

G

G

G

C

CC

CC

CC

CC

C

C

C

C C C C C C C C C CC C C

C

C

C C C

HV

HVHV

HVHV

HVHV

HV

HV

HV

HV HV HVHV HV HV

HVHV

HVHV HV

HV

HV

HVHV HV

LV

LVLV

LV

JOHN RYMER PLACE

ALLUM STREET

KOHI

MARA

MA R

OAD

JOHN RYMER PLACE

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RESOURCE CONSENT

NOT FOR CONSTRUCTION

044-RCT_401_C0-041 C

CONCEPT DESIGNPOWER, GAS AND COMMS PLAN CIVIL ENGINEERINGKOHIMARAMA

RETIREMENT VILLAGE1:500

1:1000

DF/WL 30.08.19JM 30.08.19RM 06.02.20SS 06.02.20

No. AppdRevision By Chk Date

Drawing Originator:

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A1)

Scale (A3)Reduced

Dwg Check

Dsg Verifier

Drawn

Original DesignConstruction*

Date

Approved For Client: Project:

IF IN DOUBT ASK.

Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 14 Feb 2020 1:51 p.m.

044-

RCT_

401_

C0-0

41.D

WG

C FOR RESOURCE CONSENT COB RM BC 13.02.20

GAS TO CONNECT INTOEXISTING BRANCH OFFJOHN RYMER PLACE

FIBRE OPTIC AND COMMSTO CONNECT INTOEXISTING NETWORK ONKOHIMARAMA ROAD

LEGENDSITE BOUNDARY

PROPOSED BUILDING

PROPOSED COMMSC C

PROPOSED LV POWER SUPPLY LV LV LV

PROPOSED HV POWER SUPPLY HV HV HV

PROPOSED FIBRE OPTICFO FO FO

PROPOSED GASG G

EXISTING COMMSC C

EXISTING LV POWER SUPPLY LV LV LV

EXISTING HV POWER SUPPLY HV HV HV

EXISTING FIBRE OPTICFO FO FO

EXISTING GASG G