PORT ZONE BOUNDARY

MAN

OEU

VRIN

G B

ASIN

-9.2

5m N

ZVD

2016

(-8.

25m

CD

)

-11.0m NZVD(-10.0m CD)

-9.0m NZVD(-8.0m CD)

-10.0m NZVD(-9.0m CD)

-8.0m NZVD(-7.0m CD)

-7.0m NZVD(-6.0m CD)

-9.25m NZVD(-8.25m CD)

-11.0m NZVD(-10.0m CD)

-12.0m NZVD(-11.0m CD)

-13.0m NZVD(-12.0m CD)

-12.0m NZVD(-11.0m CD)

BERTH POCKET-9.25m NZVD2016 (-8.25m CD)

BERTH POCKET-9.25m NZVD2016 (-8.25m CD)

SCO

UR

PR

OTE

CTI

ON

FO

RM

ATIO

N L

EVEL

-10.

85m

NZV

D20

16 (-

9.85

m C

D)

LANDSIDE WORKSOMITTED FOR CLARITY

CO

MM

ERC

IAL

JETT

Y AR

EA-5

.0m

NZV

D20

16 (-

4.0m

CD

)

SCOUR PROTECTIONFORMATION LEVEL-10.85m NZVD2016 (-9.85m CD)

-7.0m NZVD(-6.0m CD)

CO

MM

ERC

IAL

JETT

Y AR

EA-5

.0m

NZV

D20

16 (-

4.0m

CD

)C

OM

MER

CIA

L JE

TTY

AREA

-6.0

m N

ZVD

2016

(-5.

0m C

D)

1:5000 5 10 2015 25 4530 35 40 50 m

@ A1@ A31:1000

APPROVED DATEREVISION AMENDMENT

A PRELIMINARY CONCEPT DESIGN PMW 2019-08-16B INITIAL CONCEPT FOR CONSENT SCOPING PMW 2019-08-23C ISSUED FOR COST ESTIMATE PMW 2019-11-01D SHORT ARM REALIGNED. LEVELS AND NOTES AMENDED PMW 2019-11-13E FOR COMMENT PMW 2020-03-03F ISSUED FOR EXTERNAL REVIEW MT 2020-05-29G CONCEPT DESIGN ISSUE MT 2020-06-12H ISSUED FOR RMA CONSENTS MT 2020-06-26I REVISED FOR RMA CONSENTS MT 2020-10-07

0

SCALES

DRAWN

A1

DESIGN VERIFIED

PROJECT

SHEET NO.

TITLE

PROJ-ORIG-PHS-ZNE-TYPE

200

100

5010

mm

300

mm

OPUS PROJECT NO. REVISION

APPROVED

APPROVED DATE

ORIGINAL SIZE

DRAWING VERIFIED

Original sheet size A1 (841x594) Plot Date 2020-10-28 at 2:51:30 PM U:\ProjectsNZ\5m\5-MB97C.01 Picton Ferry Precinct Development\Home\800 Drawings\(C) Civil\+AutoCAD\5MB97C-WSP-01-ZZ-DR-C-1451.dwg C-1451

DESIGNED

Christchurch Office PO Box 1482Christchurch 8140New Zealand

+64 3 363 5400

CIVIL CONCEPT DESIGN

PORT MARLBOROUGH NEW ZEALAND LIMITED / KIWIRAILWAITOHI PICTONFERRY PRECINCT REDEVELOPMENT

No1 BERTH REPLACEMENT - GENERAL ARRANGEMENTDREDGING REQUIREMENTS - FERRY

1:500 (1:1000 AT A3)

T GRANT

B MCNEILL

I MACDONALD

P WESTAWAY

M TAYLOR

2020-06-12

5-MB97C.01 5MB97C-WSP-01-ZZ-DR C-1451 I

N

LEGEND

NOTES:1. LEVELS SHOWN ARE NZVD2016. CHART DATUM

LEVELS SHOWN IN BRACKETS e.g. (-X.Xm CD)

2. BATHYMETRY POINT CLOUD DATA OBTAINEDFROM 2016-17 LINZ SURVEY "HS51 QUEENCHARLOTTE SOUND AND TORY CHANNEL"

3. BATHYMETRY CONTOURS SHOWN AT 1.0mMAJOR INTERVALS AND 0.25m MINOR INTERVALS

4. SCOUR PROTECTION FORMATION LEVEL SHOWNIS FOR ARMOURSTONE OPTION REFER SHEETC-3426

0.000m VD16NZVD(2016)

0.000m CDPICTON CHART DATUM

0.996m CD

-0.996m VD16

REQUIRED DREDGING FOR SEAWALL,AZIPOD SCOUR PROTECTION ANDMANOEUVRING BASINAPPROX. VOLUME = 28,000m³

REQUIRED DREDGING FOR EXTENTOF FURTHER SCOUR PROTECTIONAPPROX. VOLUME = 1,500m³

REQUIRED DREDGING FORCOMMERCIAL JETTIES ZONESCOUR PROTECTIONAPPROX. VOLUME = 13,500m³

JOINLINE SEE INSERT

JOINLINE SEE ABOVE VIEWPORT

NNO BATHYMETRY SURVEY BELOW EXISTINGSTRUCTURES (AREA = 580m2)ASSUMED BED LEVEL OF -7m NZVD 2016 (-6mCD)

PORT ZONE BOUNDARY

BATHYMETRIC CONTOURSUNRELIABLE IN THIS LOCATIONDUE TO SURVEY LIMIT

MAN

OEU

VRIN

G B

ASIN

-11.

25m

NZV

D20

16 (-

10.2

5m C

D)

-11.0m NZVD(-10.0m CD)

-9.0m NZVD(-8.0m CD)

-10.0m NZVD(-9.0m CD)

-8.0m NZVD(-7.0m CD)

-7.0m NZVD(-6.0m CD)

-11.0m NZVD(-10.0m CD) -12.0m NZVD

(-11.0m CD)

-13.0m NZVD(-12.0m CD)

-12.0m NZVD(-11.0m CD)

BERTH POCKET-11.25m NZVD2016 (-10.25m CD)

BERTH POCKET-9.25m NZVD2016 (-8.25m CD)

SCO

UR

PR

OTE

CTI

ON

FO

RM

ATIO

N L

EVEL

-14.

0m N

ZVD

2016

(-13

.0m

CD

)

LANDSIDE WORKSOMITTED FOR CLARITY

-11.25m NZVD(-10.25m CD)

FUR

THER

EXT

ENSI

ON

SC

OU

R P

RO

TEC

TIO

N F

OR

MAT

ION

LEV

EL-1

4.0m

NZV

D20

16 (-

13.0

m C

D)SC

OU

R P

RO

TEC

TIO

N F

OR

MAT

ION

LEV

EL-1

2.0m

NZV

D20

16 (-

11.0

m C

D)

1:7

SLO

PE T

RAN

SITI

ON

OVE

R N

O.1

JET

TY

-1:5.0

-1:2

.0

-1:2

.0

-1:1.8

-1:1.8

-1:2.0

-1:2

.0

-1:1.8

-13.0m NZVD(-12.0m CD)

1:5000 5 10 2015 25 4530 35 40 50 m

@ A1@ A31:1000

APPROVED DATEREVISION AMENDMENT

A PRELIMINARY CONCEPT DESIGN PMW 2019-08-16B INITIAL CONCEPT FOR CONSENT SCOPING PMW 2019-08-23C ISSUED FOR COST ESTIMATE PMW 2019-11-01D SHORT ARM REALIGNED. LEVELS AND NOTES AMENDED PMW 2019-11-13E FOR COMMENT PMW 2020-03-03F FOR CONSULTATION MT 2020-03-13G CONCEPT DESIGN ISSUE MT 2020-06-12H ISSUED FOR RMA CONSENTS MT 2020-06-26

0

SCALES

DRAWN

A1

DESIGN VERIFIED

PROJECT

SHEET NO.

TITLE

PROJ-ORIG-PHS-ZNE-TYPE

200

100

5010

mm

300

mm

OPUS PROJECT NO. REVISION

APPROVED

APPROVED DATE

ORIGINAL SIZE

DRAWING VERIFIED

Original sheet size A1 (841x594) Plot Date 2020-06-26 at 10:11:36 AM U:\ProjectsNZ\5m\5-MB97C.01 Picton Ferry Precinct Development\Home\800 Drawings\(C) Civil\+AutoCAD\5MB97C-WSP-01-ZZ-DR-C-1452.dwg C-1452

DESIGNED

Christchurch Office PO Box 1482Christchurch 8140New Zealand

+64 3 363 5400

CIVIL CONCEPT DESIGN

PORT MARLBOROUGH NEW ZEALAND LIMITED / KIWIRAILWAITOHI PICTONFERRY PRECINCT REDEVELOPMENT

No1 BERTH REPLACEMENT - GENERAL ARRANGEMENTDREDGING REQUIREMENTS - CRUISE SHIP

1:500 (1:1000 AT A3)

T GRANT

B MCNEILL

I MACDONALD

P WESTAWAY

M TAYLOR

2020-06-12

5-MB97C.01 5MB97C-WSP-01-ZZ-DR C-1452 H

N

LEGEND

NOTES:1. LEVELS SHOWN ARE NZVD2016. CHART DATUM

LEVELS SHOWN IN BRACKETS e.g. (-X.Xm CD)

2. BATHYMETRY POINT CLOUD DATA OBTAINEDFROM 2016-17 LINZ SURVEY "HS51 QUEENCHARLOTTE SOUND AND TORY CHANNEL"

3. BATHYMETRY CONTOURS SHOWN AT 1.0mMAJOR INTERVALS AND 0.25m MINOR INTERVALS

4. SCOUR PROTECTION FORMATION LEVEL SHOWNIS FOR ARMOURSTONE OPTION

0.000m VD16NZVD(2016)

0.000m CDPICTON CHART DATUM

0.996m CD

-0.996m VD16

REQUIRED DREDGING FOR SEAWALL,AZIPOD SCOUR PROTECTION ANDMANOEUVRING BASINAPPROX. VOLUME = 37,000m³

REQUIRED DREDGING FOR EXTENTOF FURTHER SCOUR PROTECTIONAPPROX. VOLUME = 20,000m³