downtown ferry redevelopment

REPORT

Downtown Ferry Redevelopment

Infrastructure Services Assessment

Prepared for

Auckland Transport

Prepared by

Tonkin & Taylor Ltd Date

November 2018 Job Number

1004393.1000.v2

Document Control

Title: Downtown Ferry Redevelopment, Infrastructure Services Assessment

Date Version Description Prepared by: Reviewed by: Authorised by:

29/10/18 1 For Issue K Rigter / K Johnson

A Richardson / T Allsopp-Smith

R Reinen-Hamill

14/11/18 2 Updated to RC drawings K Johnson A Richardson A Richardson / T Allsopp-Smith

R Reinen-Hamill

Distribution:

Auckland Transport 1 copy

Tonkin & Taylor Ltd (FILE) 1 copy

Tonkin & Taylor Ltd Downtown Ferry Redevelopment - Infrastructure Services Assessment Auckland Transport

November 2018 Job No: 1004393.1000.v2

Table of contents

1 Introduction 1

2 Existing site description and layout 1

3 Proposed development 2

4 Stormwater 3

5 Wastewater 4 5.1 Existing Infrastructure 4

5.1.1 Current wastewater generation 4 5.2 Proposed infrastructure 5 5.3 Changes in wastewater generation 6

5.3.1 Downstream capacity utilisation 6 6 Water supply 7

6.1 Existing Infrastructure 7 6.2 Proposed Infrastructure 7 6.3 Changes in Water Supply demand 8 6.4 Firefighting requirements 8

7 Other services and proposed service corridor 9

8 Conclusions 9

9 Applicability 10

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November 2018 Job No: 1004393.1000.v2

1 Introduction

Auckland Transport (AT) has engaged Tonkin & Taylor Ltd (T+T) to undertake the civil design for the relocation of Pier 3 and Pier 4 ferry terminals in Auckland City Ferry Basin to the west side of Queens Wharf and proposed modifications to the existing ferry terminal building.

The purpose of this report is to assess the adequacy of the existing infrastructure for stormwater, sanitary sewer, water supply, and services (data, power, and communications) and describe the proposed changes to the existing infrastructure to support the proposed development.

We have completed the Resource Consent design of the proposed services, which includes sanitary sewer, stormwater, water supply and other services, however it is intended that a detailed design of the proposed infrastructure will follow at a later date which will be used to lodge other applicable consent applications including Building Consent.

2 Existing site description and layout The subject site is located on Queens Wharf, Downtown Auckland adjacent to the Waitematā Harbour. The existing Downtown Ferry Terminal (DFT) is located on Queens Wharf itself (as shown in Figure 2-1 below). Queens Wharf is relatively flat, with a deck level of approximately RL3.0 m, and being approximately 375 m long by 88 m wide, having an overall site area of 3 Ha.

Figure 2-1: Existing Site layout

Queens Wharf also houses two existing event facilities; The Cloud and Shed 10, which are used at various times for public and private functions. Furthermore, the east of Queens Wharf is used for mooring larger Cruise ships, with passenger disembarking into Downtown and onto busses and a Taxi rank from the wharf located outside the existing ferry terminal adjacent to Quay Street. An existing container village and open spaces are also located here.

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The Existing Terminal and Pier 1, see Figure 2-2, houses ticket offices; waiting areas and several existing public and staff toilets; complete with showers and wash basins. These are serviced by existing water, wastewater and electrical installations throughout the terminal, which also includes existing wastewater (sullage) tanks used by the ferries operating out of the terminal. Sullage from these operations connects to existing sewage tank prior to discharge into the public sewer systems on Quay Street based on existing service plans prepared by GHD.

Figure 2-2: Existing Ferry Terminal Building (Pier 1) layout

Mapping of the existing services was undertaken by GHD in April 2018 and includes the Ferry Terminal and Pier 1. These plans of existing services at the southern end of Queens Wharf are attached in Appendix A and illustrate the known arrangements of water connections, sullage tanks and dry services.

3 Proposed development

As part of the Downtown Ferry terminal (DFT) redevelopment six new berths, will be located along the western edge of Queens Wharf, to the north of the existing Ferry Terminal/ Pier 1 (as shown in Figure 3-1 below). Three new gangways will connect the six berths to Queens Wharf. The proposed development layout and details are attached in Appendix B, however a general overview of the layout is included in Figure 3-1 below.

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Figure 3-1: Proposed location of new berths along Queens Wharf

The proposed changes to the existing infrastructure include new services to these new berths including potable water supply and a new standalone sullage system with connections back to the existing reticulation on Quay Street. Overall, as the new berths are to replace existing berths (Pier 3 and 4) and retain the existing ferry capacity; the overall net increase in wastewater will be minimal and is described in more detail in the following sections.

Further changes are proposed to the terminal building infrastructure on Pier 1; these currently include a nominal but relatively small increase in numbers of public toilets and hand basin facilities. These arrangements and details are still being developed but it is envisaged these will connect onto the existing private systems within the terminal. No significant or major changes are envisaged to the existing network.

These additional facilities will have a small net increase in the overall wastewater generation and water demand but not significant in the context of the current upstream Downtown CBD environment. Calculations on the proposed increase in wastewater and water supply detailed further in sections 5 and 6 below. This will be reviewed with Watercare prior to detailed design and where connections involve changes or additions to the private system these will be covered under separate Building Consent application.

4 Stormwater

As described in the previous sections the existing Queens Wharf super-structure will be retained, therefore there will be no impact on the impervious area from either the Wharf or the ferry terminal/ Pier 1 buildings and therefore there will be no change in run off as a result.

Proposed arrangements include for the new pontoons, gangways and associated shelter areas on Queens Warf West (as was shown in Figure 3-1); however runoff will not be captured nor treated

Proposed new berths

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November 2018 Job No: 1004393.1000.v2

from these surfaces and therefore will runoff into the ferry basin as per the existing catchment arrangements.

All new pontoons, gangways and shelter materials will comprise of inert materials which will not have high contaminant yielding and as such treatment of the runoff is not proposed.

Overall, the proposed new pier development is not expected to have an effect on the existing stormwater infrastructure and is not discussed further in this report.

5 Wastewater

5.1 Existing Infrastructure

Information relating to the existing sanitary services on and around Queens Wharf is limited. However based on the service mapping undertaken by GHD (Appendix A), three separate connections service the private facilities on Queens Wharf, these includes the ferry terminal, ferry infrastructure (Pier 1), the container village, the Cloud and Shed 10. Currently private lines from Pier 1 and the Ferry Terminal; and from Pier 2, transfer wastewater flows from sullage and other activities to the main wastewater network. The diameter and material of these private system pipes is unknown, and where these pipes connect exactly to the main network is also unknown.

For the Public System both Auckland Council (GIS) and Watercare (GIS) indicate a 100 mm diameter PVC public wastewater pipe that runs parallel to Quay Street in front of the Ferry Building. It is assumed that wastewater discharges from the Ferry Building flow into this 100 mm diameter pipe, though the connection to this pipe is unknown. This 100 mm diameter pipe then connects to a 150 mm diameter earthenware (EW) pipe running across Quay Street, which then discharges into a 375 mm diameter concrete pipe crossing Queen Street.

5.1.1 Current wastewater generation

The existing wastewater infrastructure within the Ferry Terminal and Pier 1 comprises of:

two sullage points (boat sewer discharge points – 1B, 1C). two staff toilet facilities (3 WC, 3 basin, 1 kitchenette sink, 1 shower); and one public toilet facility ( 5 WC, 2 Urinals, 5 basins) within the ferry terminal. The wastewater generated is pumped to a sewer holding tank located on Queens Wharf to the east of the Downtown Ferry Terminal (DFT). The sewer holding tank has an approximate capacity of 5000 litres based on information available. From the sewer holding tank, a sewer discharge pipe runs north-south along Queens Wharf towards Quay Street and flows to the main line.

The existing wastewater infrastructure within Pier 2 comprises of three sullage points (boat sewer discharge points – 2B, 2C, 2D). These are all pumped to a second tank located on the eastern side of Pier 2. A sewer discharge pipe runs along Pier 2 towards Quay Street transferring flows to the main line.

It is currently unclear how and where the sewer pipes from both tanks connect to the main line as noted in Section 5.1. However, the sewer holding tanks are sensor driven to ensure the downstream wastewater system is not overloaded. Further detailed discussions are ongoing around there operation including connection will be discussed with Watercare and the Ferry Terminal operators which will inform the detailed design. We note that given we are providing a new sullage system to service the new berths, discharges to the existing system are expected to reduce.

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Flows from the current toilet blocks from the Ferry Terminal have been estimated based on a passenger count undertaken by T+T between 24 and 25 October 2018 during peak hours. The assessment assumes a non-peak hour use of 50% of the peak hour use, at a 10 L usage per person.

The flows from the existing sullage tanks have been estimated based on our conversations with Fullers and the AT operational team. As an initial estimate, we have conservatively assumed that each tank is emptied 6 times per day for the basis of our analysis.

Wastewater from The Cloud and Shed 10 discharge to the same public network pipes, however they will not be affected by our proposals for the DFT. A survey of the services from these buildings was not undertaken and details of wastewater is also uncertain. Based on the limited information, we have not calculated for any wastewater generation from these two buildings specifically; however we have taken consideration of wastewater discharges from the Queens Wharf in general through the terminal usage and conservative estimates, assumptions will be reviewed with Watercare to identify any issue or constraints that arise with respect to Shed 10 and The Cloud on the DFT proposals.

Other sources of upstream wastewater generation include the CBD buildings and properties, which contribute to the wastewater collected by the downstream 375 mm diameter concrete pipe crossing Queen Street. The flows from upstream CBD buildings have been estimated following the design approach outlined in the Watercare Water and Wastewater Code of Practice for Land Development1 and wastewater flows have been estimated based on the total floor area of each structure assuming “office and dry retail use”. Diagrams are provided in Appendix C of the existing catchments considered upstream of the main connections at Queens Wharf into which all DFT and Queens Wharf discharge into.

This is considered to be a conservative estimate of the actual wastewater upstream as some of the buildings in the catchment area will be classified in-use as hotels or other uses. Having reviewed the sensitivity to this assumption we have concluded this would generally generate less wastewater per m2 than calculated therefore we have detailed a conservative estimate based on the limited information available for those reasons given above.

5.2 Proposed infrastructure

As part of the new berths along Queens Wharf West the berths will be serviced by three new sullage points. It is intended that similar arrangements to the existing sullage operations from Pier 1 using a dedicated sullage discharge tank and new connection to the public reticulation will be provided for the new berths to minimise and mitigate the impact on the existing private infrastructure. A new pump system will be required to connect the sullage points to the tank along the approximately 300 m distance from the furthest berth to the holding tank. The location of proposed sullage points and pipes are shown on Dwg, 1004393.1000-RC109 in Appendix B. This will be confirmed at detailed design.

This tank will then connect to the public system in a similar arrangement to the existing. The exact details and connections are still being developed and will be discussed and resolved in coordination with Watercare.

Proposals include for new wastewater facilities within the ferry terminal these include an additional 7 No. WC, 7 No. basins, 1 No. shower and 2 No. commercial kitchen sinks. These will require some modification to existing system but largely represent an increase in connections onto the existing private system arrangements within the ferry terminal only.

1 Watercare. The Auckland Code of Practice for Land Development and Subdivision. Water and Wastewater Code of Practice for Land Development and Subdivision. Chapter 5: Wastewater. Ver 2.1.

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No other changes in the infrastructure impact on the wastewater generation.

5.3 Changes in wastewater generation

The follow is concluded with respect to new wastewater generation:-

There is no expected increase in the wastewater generated by the new sullage points, as currently there is no proposed increase to the number of ferries in service. Therefore, the wastewater generated from the current number of ferry services per day is considered to be the same pre- and post- development.

As for the Ferry Terminal redevelopment the additional public toilets and staff facilities will increase the net change in wastewater generation. This approximately doubles the current amount of toilet and basin systems from the existing. We have therefore estimated that the wastewater generation from these facilities is also doubled.

The results of the wastewater assessment are presented in Table 5-1 below.

These Pre- and post- development wastewater flows vary day to day given variations in the number of persons using the facilities, however we will be refining these estimates at later stages following further discussions with Watercare. Full wastewater calculations and diagrams of catchment areas used in determining these figures are attached in Appendix C.

Table 5-1: Estimated pre and post-development wastewater flows

Unit Pre-development (Upstream CBD contribution)

Pre-development

(Piers 1 and 2 contribution)

Estimated post-development increase

(From additional toilets and public staff/amenities)

Average daily demand

m3/day 1465 82 4.2

l/s 17 0.9 0.05

Peak daily flow l/s 84.7 5.9 0.3

The contribution from the net increase in wastewater generation is expected to be a change of 0.3% of the pre development. Overall, this is a minimal increase to the expected wastewater generation as detailed above because of the small numbers of additional amenities involved when compared with the more significant upstream CBD contributions.

It is therefore estimated that the changes in the new wastewater generation from the DFT redevelopment taking into account the sensitivity of the total wastewater generation is considered minimal.

5.3.1 Downstream capacity utilisation

The downstream pipe capacity of the 375 mm EW pipe has been estimated to be approximately 96 l/s. From the analysis of the wastewater network, the contribution from the upstream CBD buildings is expected to not change and therefore maintains an estimated utilisation of 88.2 % of the capacity of this line. As noted above the overall usage including the post development ferry terminal increase is expected to increase the utilisation from 94.3% be 94.6% as shown in Table 5-2.

Based on the expected current contributions and future changes it is not expected that the capacity of the 375 mm EW pipe will be exceeded.

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November 2018 Job No: 1004393.1000.v2

Table 5-2: Capacity Utilisation of 375 mm diameter wastewater line

Unit

Upstream CBD contribution

Piers 1 and 2 contribution + Toilets

Total Capacity Used

Pre-development capacity used % 88.2 6.1 94.3

Post-development capacity used % 88.2 6.4 94.6

There may be downstream capacity issues with the 400 mm pipe which connects downstream of the 375 mm pipe, as the lesser slope gradient indicates a slightly lower capacity and therefore a possible slightly higher utilisation (<98%). However, as the values presented in this report are conservative and net increases are minimal, it may not be an actual constraint. This is currently being discussed and coordinated with Watercare to ensure existing issues are not a concern and refine the existing utilisations estimates, where appropriate.

Based on our current estimate, the analysis indicates that the existing public wastewater network in the direct vicinity of the development is likely to have sufficient capacity to accommodate the proposed development.

The intention will be for this report to be updated once further refinement of estimated volumes and discharges have been undertaken with Watercare.

6 Water supply

6.1 Existing Infrastructure

As described above in Section 2 the existing Queens Wharf area consist of existing event facilities and the existing ferry terminal, these are currently serviced facilities and are therefore assumed to be compliant to the requirements of Watercare water supply2.

Auckland Council GIS indicates a 150 mm and 200 mm diameter CI water main running along the northern side of Quay Street. It is assumed that all water to Queens Wharf, Piers 1 and 2 and the ferry building are obtained from this line. A water meter is located at both the east and west side of the ferry building.

Two public fire hydrants are in close proximity to the entrance to the site along Quay Street and a further three private fire hydrant have been located based on a site walkout located along Queens Wharf West.

The location of existing water mains and fire hydrants are shown on the Watercare services plan attached in Appendix D.

6.2 Proposed Infrastructure

The current, pre-development water demand includes all water demand to Pier 1, Pier 2, the Ferry Building and the Ferry Terminal. The Cloud and Shed 10 buildings are also likely serviced by the same 150 mm CI pipe along north side of Quay Street.

Additional new water supply points will be provided to each of the new six berths along Queens Wharf West (via one new proposed connection to the public reticulation) however as described

2 Watercare Standards specify a minimum supply pressure of 250kPa at the supply point.

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previously with respect to no expected net change in sullage as a result of no expected increase in ferry services, a similar conclusion is taken on the supply of new water at these berths.

The post-development demand is however expected to increase due to the additional public/staff toilets and amenities only within the ferry terminal, in line with those new amenities mentioned previously in Section 5.2.

6.3 Changes in Water Supply demand

Water demand for the pre and post development cases have been estimated based on the estimated wastewater generation values. Due to the nature of this development, we have assumed that wastewater flow generated within the subject site constitutes 90% of the total water demand.

The estimated pre and post development water demand is summarised in Table 6-1 below:

Table 6-1: Estimated pre and post-development water flows

Unit Pre-development Post development

Average daily demand m3/day 91 96

l/s 1 1.1

Peak daily demand l/s 6.7 6.9

Therefore, as the relative net increase in wastewater generation as described in Section 5.3 was low the net water use demand increase is expected to be minimal also.

6.4 Firefighting requirements

The proposed design includes a fire hose reels at each berth (six total) in addition to the water supply points mentioned above. These will be serviced from the same water connection.

As detailed above two public fire hydrants are located on Quay Street within approximately 200 to 375 m from the new berths as identified on the Auckland Council GIS. However a further three private fire hydrants are located along Queens Wharf alongside the proposed berths, and would be proposed to be used for firefighting requirements.

A specific fire-fighting assessment will need to be undertaken to determine the fire-fighting water supply requirements for the development and the appointment of a fire specialist is underway and confirm the fire hydrant use above.

Hydrant flow testing has not been undertaken and will be undertaken as part of a site specific fire-fighting assessment to confirm the design of the system and identify any capacity constraints in the town supply to meet the firefighting water supply requirements for the development. However, as the increase is water demand is expected to be limited to 0.3 l/s or 18 l/min, it is likely that the existing public supply can adequately supply the estimated peak daily demand of 6.9 L/s from the proposed development. Should it be found that the existing pressure is less than required, booster pumps maybe required.

Furthermore as the existing infrastructure around Queens Wharf houses the two large event facilities there is a valid assumption that the existing is already compliant and therefore should not result in any major issues for the new proposals.

Overall, as the site is located in the CBD, we consider that the current water supply infrastructure will be able to provide the required capacity without the need for additional booster pumps. However, this will be subject to confirmation with the Fire Specialist and Watercare with respect to a compliant detailed design.

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7 Other services and proposed service corridor

Dry services such as power, CCTV and communications, as well as the wastewater, fire main and water lines will connect with the existing services and to the existing distribution room. A services corridor will carry the services to the proposed new ferry berths.

The location of the proposed service corridors is shown on the Dwg. 1004393.1000-RC108 and 109 attached in Appendix B.

8 Conclusions

Based on our initial infrastructure assessment, we consider the following:

Stormwater from the proposed berths and gangways will discharge into the Waitemata Harbour as per the existing situation.

There is an estimated minor increase in wastewater generation contributing to 0.3% of the existing infrastructure capacity due to the proposed development. The contribution from the upstream CBD buildings is expected to utilise 88.2 % of the capacity of the 375 mm EW wastewater pipe assessed. Therefore, it can be considered that the sensitivity of this analysis to the new wastewater generation is minimal. Our initial calculations suggest the existing 375 mm EW wastewater pipe across Queen Street will increase from approximately 94.3% to 94.6% of capacity utilisation. Pre- and post- development wastewater flows can be refined at later stages following discussions with Watercare.

There is an expected minor increase in water supply demand to service the proposed development. Hydrant flow testing will be undertaken at a later stage, but it is likely that the existing public reticulation can adequately supply the estimated peak daily demand from the proposed development.

The current proposed design includes a fire hose reels at each berth (six total). As presented above two fire hydrants are located on Quay St within approximately 200 to 375 m from the new berths. A specific fire-fighting assessment will need to be undertaken to determine the fire-fighting water supply requirements for the development.

Dry services such as power, CCTV and communications, as well as the wastewater, fire main and water lines will connect with the existing services and to the existing distribution room. A services corridor will carry the services to the proposed new ferry berths.

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9 Applicability

This report has been prepared for the exclusive use of our client Auckland Transport, with respect to the particular brief given to us and it may not be relied upon in other contexts or for any other purpose, or by any person other than our client, without our prior written agreement.

Tonkin & Taylor Ltd

Report prepared by: Report reviewed by:

.......................................................... ...........................….......…...............

Katie Rigter / Kevin Johnson A Richardson / Tim Allsopp-Smith Civil Engineer Senior Civil Engineer

Authorised for Tonkin & Taylor Ltd by:

..........................................................

Richard Reinen-Hamill Project Director

KRIG \\ttgroup.local\files\aklprojects\1004393\1004393.1000 - pier 3 and 4 relocation\issueddocuments\infrastructure services assessment\20181016_krig_infrastructure assessment report v2 for issue .docx

Appendix A : Services Plan

GHD (April 2018) – Quay Street Services Mapping. Dwg. 51-3768157-C001, -011, -012, -012A, -013, -014.

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and must not be used by any other

person or for any other purpose.

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Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Limited

Level 3, GHD Centre

27 Napier Street, Freemans Bay, Auckland 1011 New Zealand

T 64 9 370 8000 F 64 9 370 8001

E [email protected] W www.ghd.com

Plot Date: Cad File No:19 April 2018 - 1:36 p.m. \\ghdnet\ghd\NZ\Auckland\Projects\51\37681\CADD\Drawings\51-3768157-C001_C011-C014.dwg

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Daniel Xie

(Project Director)

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Director

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signed as Approved

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DateDrawnRevisionNo

A1

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Original Size

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Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Limited

Level 3, GHD Centre


T 64 9 370 8000 F 64 9 370 8001



Plotted by:

Daniel Xie

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

AUCKLAND TRANSPORT


PLAN 1

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FERRY WASTEWATERDISCHARGE POINT

X

MULTIPLY CABLES CONDUIT(FIBRE OPTIC, POWER, DATACABLE AND UNKNOWNS)

7REFER NOTE NUMBER FOR UNDERDECK DETAILS ON PIERS 1 AND 2

FIRE MAINWATER SUPPLY

SEWER PIPE

M

M

M

V

F

F

V

T

F M

X

1

23

45

6 7

8

9

51 52

53

54

5556

57

58

60

N

109-111

109

111

99

99

109

85-89

12

20 P

EW

20 P

E

20 P

EW

20 P

EW

20 P

EW

560 (Abandoned) WWWWWWWWWWWWWWWW

W

W

100

(Aba

ndon

ed)

WW

W

250 D

I

WW

WW

WW

W W

200 AC W

WWWWWW

100 C

LS

W W W W W W W W W W W W W W W

W W W W W 150 CIW

200 CI

WW

WW

WWWWW

250 C

I (Ab

ando

ned)

WW

W

W W W W

W W

W

WW

150 ACW W W W W

W WWWW

W W200 ACW W W W W W W W W W

150 E

W15

0 CLC

IW

WW

W

300 E

WWW

150 (Abandoned)

WW

WW

WW

150 EW

WW

300 EWWW WW WW WW WW WW WW WW

WW

100 PVCWW WW WW WW WW WW WW

WW

WW

WW

WW

375 CONC

WW

WW

WW

WW

WW

WW

225 ACWW

WW

WW

WW WW WW WW WW WW

225 ACWW WW WW WW WW WW WW WW 150 EW WWWWWWWWWWWW

Abandoned

SWSW

SW

SW

SW

SW

SW

SW

225 CONCSW SW SW SW SW

SWSW

SWSW

SWSW

SWSW

SW

225 ERWRSW SW SW SW SW SW SW

1200

CON

C

SWSW

SWSW

SW SW SW

225

SW

SWSWSWSW

SWSW

225

SW

SW

C C C C

C

CC C C

CC

C C C C C C

C C C C C C C C C C C C C C C C C C C C C

CC

C

C

C C C C C C C

C C C C C C C C C C C C C C C C C C C C C

C C C C C C CC

CC C C C C C C C

CC

C

C

C

CC

C

C C C C C C C C C C C

CC

CC

CC

C

C

CC

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

C

CC

CC

C C C

C C C C C C C C C C C C C C C C C C C C

C C C C

C C C C C C C C

C

CC

CC

E

E

E E E E E E E

E E E E

E E E E E E E E

G G G G G G G G G

G

VF VF VF VF VF VF VF VF VF

VFVF

VF VF VF VF VF VF VF VF VF VF VF VF

VF

VF

VF VF VF VF VF VF VF VF VF VF

G G G G G G G G G G GG G

G G G

G

G

G

G

G

G

G G G G G G G

GG

GG

G

E E EE

E E E EE

E

E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E EE

E

E

EE

E E E E

E E E E E E E E E

E E EE

E E E EE

EE

E E E E E E E

E

E E E E

EE

EE

E

E E E E

E E E

E E E

EE

E E E E E E

EE

EE

EE

E E

E

E

QUAY STREET

QUEE

N ST

REET

C

C

EE

E

E E E E E E E E E

PIER 2

PIER 1

FERRY BUILDING

204 205 206 207 208 209

108

107106

105

104

103102

125

109

110

111

112

113

114

233234

238 241

93

94

95

96

97

98

124

123

120

119126

133

232 231 230 229 228 227

240239

254255

262

242237

235

236A

263

274

256257 253

264261

277 276

92

91

90

89

101


WATERMAIN

WATERMAIN POSSIBLE FEEDFOR PIER 1

CABLE TRAY

WATERMAIN

WATERMAIN

CABLE TRAYSERVICE SUMP

DISCHARGE PIPE TO ?UNSURE OF CONNECTION

POWER TRANSFORMER

DISTRIBUTION ROOM

TOILET

STORMWATER PIPE

CABLE TRAYS FOR THE CLOUD AND SHED 10

2xOIL FILLED POWER CONDUITS

GAS METER HOUSE

FIRE MAIN

SEWER TANK DISCHARGE


TOILET DRAIN TO BE CONFIRMED

AUCKLAND TRANSPORT BOUNDARY

POWER SUPPLY TO FERRY BUILDING



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Limited

Level 3, GHD Centre


T 64 9 370 8000 F 64 9 370 8001



Plotted by:

Daniel Xie

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

AUCKLAND TRANSPORT


PLAN 2

51-3768157-C012

B

D XIE

1:200

A INFORMATION DX

B PIER 1 AND 2 UPDATED DX

VF VF

LEGEND




W W

E E

G G

WATERMAINCATCHPIT

TELECOM

ELECTRICITYGAS

VODAFONE

WW

C CCOMMUNICATION

POWER POLE

FO FOFIBRE OPTIC


DOWN PIPE DP

EXISTING SEAWALL

EXISTING SEAWALL

LEGEND




WATER TAP

FIRE HYDRANT

FIRE HOUSE REEL

WATER SUPPLY

F

HM

T

V

SEWER PIPE


X




SEWER PIPE

LEGEND

ASSUME CONNECTION

UNSURE OF CONNECTION

SERVICES CONNECTION

0 2 8 10m64


H

T

T

T

TT

XX

X

X

V

XX

X

X

10

11

12

13

14

15

16

17

18

59

60

61

62

6364

65

66

6768

69

7071

72

7374

75

76

77

78

8989

85

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

CC

CC

N

PIER 2

PIER 1

402 403 404 406

401 400

353 354 355 356 357

297 296 295 294 293

179

178177

195

203A

203

180

181

182

176

175

174

173172

129

133

131130

139

143

160

157

346

279 280 282 283

299300

303

331332333334

315

330

302

382381380379378377

284

321

399 398

393

281

301

322 323

340339 341

351 350

364 360

365

376

369

376A

390

389 385

373

367

361

317

304 307

288

364B

352

338

194

191

190

187

186

183

164

168

154155

156

151

147

144

135

138

146

161

159

165

166164B

192

185

SEWER PUMPS ON DECK

SEWER SERVICE TANK

SEWER OR DRAIN SINK

WATERMAIN

TOILET

SERVICE TANK

TOILET

TICKET OFFICE

OPERATION ROOM

CABLE TRAYPOWER & DATA

BOAT SEWER DISCHARGE




CABLE TRAYS FOR THE CLOUD AND SHED 10

PUBLIC TOILET

STAFF TOILET

STAFF TOILET

CONTROL ROOM

DISTRIBUTION ROOM

DISTRIBUTION BOX

SEWER SERVICE TANK

SEWER DISCHARGE PIPE

SEWER PUMP



POWER SUB BOARD

PIER 2 MAIN SWITCH BOARD ABOVE TOILET BLOCK.ACCESS THROUGH DISABLE TOILET TOILET

UPS SWITCH AND BATTERIES

POWER SUB BOARD

ORANGE POWER DUCT 100mm NOT USED



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Limited

Level 3, GHD Centre


T 64 9 370 8000 F 64 9 370 8001



Plotted by:

Daniel Xie

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

AUCKLAND TRANSPORT


PLAN 2A

51-3768157-C012A

B

D XIE

1:200

A INFORMATION DX

B PIER 1 AND 2 UPDATED DX

VF VF

LEGEND




W W

E E

G G

WATERMAINCATCHPIT

TELECOM

ELECTRICITYGAS

VODAFONE

WW

C CCOMMUNICATION

POWER POLE

FO FOFIBRE OPTIC


DOWN PIPE DP

LEGEND




WATER TAP

FIRE HYDRANT

FIRE HOUSE REEL

WATER SUPPLY

F

HM

T

V

SEWER PIPE


X




SEWER PIPE

NOTES FOR PIER 1:1. PHOTO 2 HANGING UNSUPPORTED WATER PIPE AND CABLE

REQUIRES SUPPORT2. PHOTO 3,4 OLD DATA CABLES? POWER CABLE HANGING ON

WATER PIPE. NEED TEST AND CUT AND REMOVAL3. PHOTO 5 CABLES AND WATER PIPE HUNG UNDER TRAY.

CHECK THAT ARE SECURE4. PHOTO 6,7 WATER PIPES AND DATA CABLE UNSECURED

HANGING IN WATER PIPE5. PHOTO 8,9 WATER PIPES AND DATA CABLE REQUIRED TO BE

SECURED AND OLD DATA CABLE TRIMMED OFF6. PHOTO 10 POWER CABLES REQUIRE MORE TRACING AND

SUPPORT. CONFIRMATION AND MARKING AS MAINPOWER CABLE

7. PHOTO 11 FIBRE OPTIC CABLE HANGING ON WATER PIPE.END OF CABLE IN WATER. FOLLOWED CABLEBACK TO PIER 4. OR MAY GO TO HARBOUR BOARDBUILDING

8. PHOTO 17 CHECK AND IDENTIFY CABLES WRAPPED AROUNDPOTABLE WATER PIPE

9. PHOTO 18 POTABLE WATER PIPE IN WATER UNSECURED.NEED LIFTING OUT AND SUPPORT

10. PHOTO 19 SHOWS SEWER DISCHARGE FOR PIER 1A AND 3PHASES POWER CABLE SUSPENDED FROMDISTRIBUTION BOX

11. PHOTO 20 TO LOADING RAMP FOR SHORE POWER SUPPLYFOR BOAT

12. PHOTO 29 DOWN PIPE RAIN WATER INTO SEA13. PHOTO 30 OLD REDUNDANT WATER OR SEWER PIPE.

REMOVE?14. PHOTO 41 CABLES HANGING DOWN IN WATER. NEED TO

CHECK AND CUT15. PHOTO 45 OLD DATA OR POWER CABLE TO BE CHECKED

AND CUT AWAY16. PHOTO 47 OLD WATER MAIN OR SEWER SUPPORTING

BONDING CABLE AND POTABLE MAIN17. PHOTO 50 WOODEN CABLE SUPPORT FOR POWER CABLE18. PHOTO 56 WOODEN TRAY / SUPPORT POSSIBLE FEED SUB

BOARD FOR PIER 1C. 3 PHASES POWER ANDLIGHTING FROM BOARD

19. PHOTO 58,59 IN GROUND LIGHTING AND OLD WATERMAIN ANDTRAY

20. PHOTO 60 DRAIN FOR SEWAGE FOR FULLERS STAFF TOILET21. PHOTO 62 SUPPLY TO PONTOON PIER 1C22. PHOTO 63 IN GROUND LED LIGHTS

NOTES FOR PIER 2:51 PHOTO 2 SEWER LINE TO QUEEN STREET52 PHOTO 4 WATER MAIN SUPPLY PIPE53 PHOTO 11 TRAY AND SEWAGE DISCHARGE54 PHOTO 13 TRAY AND SEWAGE PIPE AND POTABLE WATER55 PHOTO 14 HANGING CABLES AND UNSUPPORTED CABLES.

NEEDS SUPPORT AND VERIFY CIRCUIT ETC.NEEDS CLEAN UP

56 PHOTO 15 WATER SUPPLY FOR PIER 2 COFFEE CART57 PHOTO 16 HANGING CABLES NEEDS IDENTIFYING, SUPPORT

OR CUT OUT IF REDUNDANT. CABLES INTOWATER

58 PHOTO 18 CABLE IN WATER NEEDS TO BE IDENTIFIED. MAKESAFE AND CUT OFF?

59 PHOTO 19,20 HANGING CABLES TO BE IDENTIFIED AND MAKESAFE AND CLEANED UP

60 PHOTO 21 CABLES HANGING INTO WATER TO BE TESTED.MAKE SAFE AND CUT OUT

61 PHOTO 22,23 UNSUPPORTED POWER CABLE TO BE TESTEDTRACED. NEEDS SUPPORT AND MAKE SAFE

62 PHOTO 26 OLD PIPES. HANGING DATA AND POWER CABLESNEED TO BE TESTED. CUT BACK MAKE SAFE ANDIDENTIFIED

63 PHOTO 32 HANGING CABLES NEED TO BE IDENTIFIED ANDTESTED. CUT BACK AND MAKE SAFE

64 PHOTO 33,34 HANGING CABLES NEED TO BE IDENTIFIED ANDTESTED. CUT BACK AND MAKE SAFE

65 PHOTO 36 OLD SHORE POWER CABLE. NOT USED.REPLACED IN 2017

66 PHOTO 37 ORANGE CONDUIT NEEDS SUPPORT AND CABLECLEAN UP

67 PHOTO 40,41 POWER CABLE NEED TEST AND IDENTIFY. NEEDSUPPORT AND CLEAN UP

68 PHOTO 42,43 POWER CABLE NEED TEST AND IDENTIFY. NEEDSUPPORT AND CLEAN UP

69 PHOTO 48 CABLE FOR POWER NEED CLEAN UP70 PHOTO 50,51 POWER CABLE NEED TO BE IDENTIFIED AND TEST.

MAKE SAFE AND SECURE71 PHOTO 57 BOTTOM OF HYDRAULIC LOADING RAMP PIER 2C72 PHOTO 59 BELOW MONTROSE BOX (SUB BOARD). CABLES

FOR SEWAGE PUMPS AND SEWAGE CONTROL73 PHOTO 62 WATER PUMP TYPE HOSE HANGING ON WATER

PIPE74 PHOTO 63 CABLE TO BE LIFTED AND SECURED AND

IDENTIFIED75 PHOTO 64 OLD WATER MAIN SUPPORTING OTHER

INFRASTRUCTURE76 PHOTO 66 UNDER SUB BOARD (MONTROSE BOX)77 PHOTO 68 IDENTIFY CABLES AND TEST AND MAKE SECURE78 PHOTO 69,70 CABLES HANGING INTO WATER. NEED TEST AND

IDENTIFY AND MAKE SAFE. CUT BACK IF NOTUSED

0 2 8 10m64


N

29-83

22

130152

2

148

130

132

20 P

EW

20 P

EW

20 P

EWW

W

20 P

E

W

200 CLCI

WW

WW

W

W

WW

200 CLCIW W W W W W W

W W W W W W W W W W W

WWW

W W W

225 ACWW WW WW WW WW WW WW WW WW WW

150 EW WWWWWWWW 150 EW WWWWWWWWWWWWWWWW

150 E

WW

WW

WW

WW

WW

W

SW

SWSWSWSWSWSW SWSW SW SW SW SW

SW SW

SW

SW

SW

SWSW

SW

SW

SW

SW

SW

225 SW 300 ERWR

SWSWSWSWSWSWSW

225 ERWRSW SW SW SW SW SW SW SW SW SW SW

225

SW

SW

225

SWSW

SW

SWSW

225 CONCSW

SWSW

C C C

C C C

C C C

C C C CE E E E

VF VF VF VF VF VF VF VF VF VF VF

G G G

G

G

G

G

G

G

G G G G G G

E

E

E

E E E E

EE

E

EE

EE

EE

E

E

E

E

QUAY STREET

COMM

ERCE

STR

EET

C C C C C C C C C C C C C C C C C C C C C C C C

CC

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

C C C C C C C C C C C C C C C C C

C

C

C C

CC

C C C C C C C C C C C C C C C C C C C C C C C C C

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

CC

C C C C C C

C

E E E E E E E E E E E E E

E

E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E EE

EE

EE

EE

E

E E

EE E E E E E E E E E E

G G G G G G G G G G G G GG G G G G G G G G G G G

VF VF VF VFVF

VFVF VF

VF VF VF VF VF VF VF

CAPT

AIN

COOK

WHA

RF

AUCKLAND TRANSPORT BOUNDARY



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Limited

Level 3, GHD Centre


T 64 9 370 8000 F 64 9 370 8001



Plotted by:

Daniel Xie

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

AUCKLAND TRANSPORT


PLAN 3

51-3768157-C013

A

D XIE

1:200

VF VF

LEGEND




W W

E E

G G

WATERMAINCATCHPIT

TELECOM

ELECTRICITYGAS

VODAFONE

WW

C CCOMMUNICATION

POWER POLE

FO FOFIBRE OPTIC


DOWN PIPE DP

0 2 8 10m64


N

104114

102120122-124

102122-124

116-118

130

20 P

E

20 P

E

WW

WW

W

200 DIW W W W

375 D

IW

WW

WW

175 CLCIW

W W W W W W W200 CLCIW W W W W W W

W W W 175 CLCIW W W W 175 CLCIW W W W W W W

40 C

I (Ab

ando

ned)

WW

WW

W

W

150 CLCIW W W W W

200 CLCIW W 200 CLCIW W W W W W W

WW

WW

WW

225 E

W

WW

WW WW WW WW

225 EW

WW

150 AC

WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW

WW WW

225 AC

WWWW

WWWW

WWWW

WW WW 225 ACWW WW WW WW WW WW

225 ACWW WW WW WW WW WW WW WW

SWSWSWSW SW SW SW SW

SWSWSW SWSWSWSW

SW

SW

SWSW

4500 CONC

225 CONC

3000 CONC

3000 CONC

SW

SW

SW

CON

C

SWSW

SWSW

CONCSW SW SW SW SW SW SW

CONC

CONCSW SW

SWSW

SW

SWSW

SWSW

SW

300 ERWR

SWSWSWSWSWSWSWSWSWSW

300 ERWR

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SWSW

SWSWSWSW

GORE

STR

EET

BRIT

OMAR

T PL

ACE

QUAY STREET

C C C CC C C C

C C C C C C C C C C C C C C C C C C C C C C C

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

CC

C

C C C C C

C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C

C C C C C C C C

C

C C C C CC

E E E E E E

E E E E E

E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E

EE

EE

E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E E E

E E E E E E E E E E E E E E E E E E E E E E E E E E

EE

E

EE

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G

G G

MARS

DEN

WHA

RF



signed as Approved

Date

Check

Drafting

DateDrawnRevisionNo

A1

Rev:Drawing No:

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design

Conditions of Use.







DO NOT SCALE


GHD Limited

Level 3, GHD Centre


T 64 9 370 8000 F 64 9 370 8001



Plotted by:

Daniel Xie

(Project Director)

Approved

Job

Manager

Project

Director

PRELIMINARY

AUCKLAND TRANSPORT


PLAN 4

51-3768157-C014

A

D XIE

1:200

VF VF

LEGEND




W W

E E

G G

WATERMAINCATCHPIT

TELECOM

ELECTRICITYGAS

VODAFONE

WW

C CCOMMUNICATION

POWER POLE

FO FOFIBRE OPTIC


DOWN PIPE DP

0 2 8 10m64


Appendix B : Proposed Development Plans

PROPOSED TRENCH TO CARRY POWER, COMS,CCTV, WATER DUCTS

DUCTS TO GO ON THE UNDERSIDEOF GANGWAY

PROPOSED SERVICES TO CONNECT WITH EXISTINGSERVICES AND CONNECT TO DISTRIBUTION ROOM

EXISTING DISTRIBUTION ROOM

POWER TO FERRY TERMINAL

POWER TRANSFORMER

EXISTING SERVICE PATH

SHED 10

FERRY TERMINAL

PRINCES WHARF

ALBERT ST

QUAY STREET

FERR

Y BU

ILDIN

G

THE CLOUD

QUEENS WHARF

PIER 4

PIER 3

PIER 2

PIER 1

PROPOSED PONTOONSERVICES CORRIDOR

PROPOSED SERVICES

EXISTING SERVICES,REFER NOTE 4

AUCKLAND TRANSPORT

DOWNTOWN FERRY BASIN REDEVELOPMENT STAGE 1

QUAY STREET, AUCKLAND CBD

PROPOSED GENERAL SERVICES ARRANGEMENT

1:1250 1004393.1000-RC108 2

AMSH Sep.18MIGU Sep.18 RESOURCE CONSENT

2 RESOURCE CONSENT ISSUE MEFF 8.11.181 RESOURCE CONSENT ISSUE MEFF 21.09.18

NOT FOR CONSTRUCTION

GWP Sep.18Sep.18

TJ

MIGU

A3 SCALE 1:12500 25 50 75 (m)

ORIGINAL IN COLOUR

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.2. COORDINATE DATUM: NZ GEODETIC DATUM 2000, MT EDEN CIRCUIT.

LEVEL DATUM: AUCKLAND VERTICAL DATUM 1946 (MSL) CD = -1.743m AVD-46.3. AERIAL PHOTO SOURCED FROM AUCKLAND COUNCIL GIS WEBSITE.4. THE LOCATION OF ALL EXISTING SERVICES IS INDICATIVE ONLY, AND WILL BE

CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OF NEWSERVICE CONNECTION.

L:\1004393\1004393.1000\WorkingMaterial\CAD\DWG\RC\1004393.1000-RC108.dwg 2018-Nov-09 11:15:51 AM Plotted By: TREVOR JONES

DESIGN CHECKEDDRAWING CHECKED

DESCRIPTION DATECHK

DRAWNDESIGNED

CAD

COPYRIGHT ON THIS DRAWING IS RESERVED DO NOT SCALE FROM THIS DRAWING - IF IN DOUBT, ASK.

THIS DRAWING IS NOT TO BE USEDFOR CONSTRUCTION PURPOSESUNLESS SIGNED AS APPROVED

SCALE (A3)

DRAWING STATUS

REVDWG No.APPROVED

TITLE

PROJECT

CLIENT

REV DATE

NOT FOR CONSTRUCTIONRBS 09.11.18

GWP Nov.18RBS Nov.18

PROPOSED NEW SULLAGE POINT

UNSURE OF CONNECTION

SULLAGE POINT 2C

SULLAGE POINT 2D

EXISTING SULLAGE PIPE LOCATIONS(INDICATIVE ONLY)

SULLAGE POINT 1B

SULLAGE POINT 1C

MAIN PUMP

HOLDING TANK(1.5 x 1.1 x 3m DEEP)

EXISTING SULLAGE PIPE LOCATIONS(INDICATIVE ONLY)

PROPOSED NEW SULLAGE HOLDING TANK(1.5 x 1.1 x 3m DEEP)EXISTING SEWER

DISCHARGE PIPE

UNSURE HOME SEWER PIPECONNECTS TO MAIN LINE

UNSURE HOME SEWER PIPECONNECTS TO MAIN LINE

EXISTING SEWER DISCHARGE PIPE(INDICATIVE ONLY)

SULLAGE POINT 2B

MAIN PUMP

HOLDING TANK

EXISTING WASTEWATER LINE

SHED 10

FERRY TERMINAL

PRINCES WHARF

ALBERT ST

QUAY STREET

FERR

Y BU

ILDIN

G

THE CLOUD

QUEENS WHARF

PIER 4

PIER 3

PIER 2

PIER 1

PROPOSED NEW SULLAGE POINT

NEW WW CONNECTION TO PUBLICSYSTEM FROM NEW SULLAGE TANK

LEGENDEXISTING SULLAGE PIPE

PROPOSED SULLAGE PIPE

EXISTING SULLAGE POINT

PROPOSED SULLAGE POINT

SS EXISTING SEWER LINE

AUCKLAND TRANSPORT



PROPOSED SULLAGE ARRANGEMENT

1:1250 1004393.1000-RC109 2


2 RESOURCE CONSENT ISSUE1 RESOURCE CONSENT ISSUE MEFF 21.09.18

NOT FOR CONSTRUCTIONTJ

MIGU

A3 SCALE 1:12500 25 50 75 (m)

ORIGINAL IN COLOUR

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.2. COORDINATE DATUM: NZ GEODETIC DATUM 2000, MT EDEN CIRCUIT.

LEVEL DATUM: AUCKLAND VERTICAL DATUM 1946 (MSL) CD = -1.743m AVD-46.3. AERIAL PHOTO SOURCED FROM AUCKLAND COUNCIL GIS WEBSITE.4. THE LOCATION OF ALL EXISTING SERVICES IS INDICATIVE ONLY, AND WILL BE

CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OF NEWSERVICE CONNECTION.

L:\1004393\1004393.1000\WorkingMaterial\CAD\DWG\RC\1004393.1000-RC109.dwg 2018-Nov-09 4:11:33 PM Plotted By: TREVOR JONES


DESCRIPTION DATECHK

DRAWNDESIGNED

CAD



SCALE (A3)

DRAWING STATUS

REVDWG No.APPROVED

TITLE

PROJECT

CLIENT

REV DATE



SL

FHR FE ECP

LPCAM

LPCAM

LPCAM

SL

SERVICE DUCTS CORRIDORIN PONTOON

SERVICE DUCTS ACCESS PIT

BB

BB

BB

B

B

B

B

B

B

SPO

WHR

LR

PWHR

WHRLR

SPO

WHR

LR

PWHR

LEGEND

SAFETY LADDER

SHORE POWER OUTLET

LIFE RING

FIRE HOSE REEL

FIRE EXTINGUISHER

LIGHT POLE

SECURITY CAMERA MOUNTED

SL

SPO

LR

FHR

FE

LP

WASH DOWN HOSE REELWHR

EMERGENCY CALL POINT, ORANGE

SAFETY FENCE

CAM

ECP

ON LIGHT POLE

(30m HOSE LENGTH)

AUCKLAND TRANSPORT



35m BERTH PONTOON SERVICES PLAN

1:200 1004393.1000-RC10 4



2 RESOURCE CONSENT ISSUE MEFF 18.09.18

1 FIRST DRAFT ISSUE MEFF 6.07.18


GWP Sep.18Sep.18

TJ

MIGU

TJ

TJ

A3 SCALE 1:2000 2 4 6 8 10 (m)

ORIGINAL IN COLOUR

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.2. CONTRACTOR TO LIAISE WITH ELECTRICAL CONTRACTOR REGARDING

ELECTRICAL, DATA CABLING AND DUCTING REQUIREMENTS FOR THE PONTOONAND GANGWAY.

3. ALL DUCTING FOR POWER, COMMUNICATIONS / DATA AND WATER TO BECONCEALED WITHIN THE PONTOON OR BENEATH THE RAISED DECK SECTIONS.

4. PONTOON CONTRACTOR TO DETERMINE LOCATION OF DUCTING AND SERVICEPITS TOGETHER WITH ELECTRICAL CONTRACTOR.

5. ONE EMPTY 100mm DIA SERVICE DUCT IS TO BE PROVIDED DOWN THE CENTREOF ALL PONTOONS AND ON THE GANGWAY.

6. FINAL LAYOUT OF SERVICE DUCTS AND LOCATIONS TO BE APPROVED BY THEENGINEER PRIOR TO CONSTRUCTION.

FIRE EXTINGUISHER &FOLD DOWN LIGHT POLEPHOTO 1

FIRE HOSE REELPHOTO 3

SECURITY CAMERA & LIGHT,FOLD DOWN LIGHT POLE WITH

PHOTO 2

AS PER PIER 4 PONTOON OR

SHORE POWER OUTLETPHOTO 4 WASH DOWN HOSE REEL

PHOTO 5

EMERGENCY CALL POINTPHOTO 6

SIMILAR APPROVED BY THEENGINEER.

35m BERTH PONTOON SERVICES PLANSCALE 1:200



DESCRIPTION DATECHK

DRAWNDESIGNED

CAD



SCALE (A3)

DRAWING STATUS

REVDWG No.APPROVED

TITLE

PROJECT

CLIENT

REV DATE



LR

FHR FE ECP

LPCAM

LPCAM

SPO

WHR

SL

FHR FE ECPLPCAM

SL

SERVICE DUCTS CORRIDORIN PONTOON

SERVICE DUCTSACCESS PIT

LR

SPO

BB

BB

BB

B

B

B

B

BB

BB

BB

B

B

PWHR

LR

WHR

PWHR

LR

LEGEND

SAFETY LADDER

SHORE POWER OUTLET

LIFE RING

FIRE HOSE REEL

FIRE EXTINGUISHER

LIGHT POLE


SL

SPO

LR

FHR

FE

LP



SAFETY FENCE

CAM

ECP

ON LIGHT POLE

(30m HOSE LENGTH)

AUCKLAND TRANSPORT



24m BERTH PONTOON SERVICES PLAN

1:200 1004393.1000-RC11 4




1 FIRST DRAFT ISSUE MEFF 6.07.18


GWP Sep.18Sep.18

TJ

MIGU

TJ

TJ

A3 SCALE 1:2000 2 4 6 8 10 (m)

ORIGINAL IN COLOUR










PHOTO 2



PHOTO 5



24m BERTH PONTOON SERVICES PLANSCALE 1:200



DESCRIPTION DATECHK

DRAWNDESIGNED

CAD



SCALE (A3)

DRAWING STATUS

REVDWG No.APPROVED

TITLE

PROJECT

CLIENT

REV DATE



SL

LR

LPCAM

FHR FE ECP

LPCAM

LPCAM

SPO

WHR

BB

BB

BB

B

BSERVICE DUCTS CORRIDORIN PONTOON

SERVICE DUCTSACCESS PIT

B

B

B

PWHR

WHR

B

LEGEND

SAFETY LADDER

SHORE POWER OUTLET

LIFE RING

FIRE HOSE REEL

FIRE EXTINGUISHER

LIGHT POLE


SL

SPO

LR

FHR

FE

LP



SAFETY FENCE

CAM

ECP

ON LIGHT POLE

(30m HOSE LENGTH)

AUCKLAND TRANSPORT



SHORT 24m BERTH PONTOON SERVICES PLAN

1:200 1004393.1000-RC107 3





GWP Sep.18Sep.18

TJ

MIGU

TJ

A3 SCALE 1:2000 2 4 6 8 10 (m)

ORIGINAL IN COLOUR










PHOTO 2



PHOTO 5



SHORT 24m BERTH PONTOON SERVICES PLANSCALE 1:200



DESCRIPTION DATECHK

DRAWNDESIGNED

CAD



SCALE (A3)

DRAWING STATUS

REVDWG No.APPROVED

TITLE

PROJECT

CLIENT

REV DATE



Appendix C: Wastewater Calculations

Wastewater Assessment

KJOH 19/10/2018 Checked: KRIGJob 1004393.1 Date: 25/10/2018

Pre- Development AssessmentUpstream Catchments

Upstream catchment contributing to Line 1Assume land use type = CBDTotal floor area: 337676 m²

1 person per: 15 m² Table 5.1.3 - Office buildings and dry retail flowsPeople: 22512 PeopleWastewater generation: 65 l/person/day Table 5.1.3 - Office buildings and dry retail flowsADWF : 1463263 l/day Average Dry Weather Flow

16.9 l/sPeaking factor (Normal PDWF): 2 Table 5.1.3 - Office buildings and dry retail flowsPDWF: 33.87 L/s Peak Dry Weather FlowPeaking factor (Peak Design Flow) 5PWWF: 84.7 l/s Peak Wet Weather Flow

Upstream catchment contributing to Line 2Ferry buildingAssume land use type = CBDTotal floor area: 4120 m²

1 person per: 15 m² Table 5.1.3 - Office buildings and dry retail flowsPeople: 275 PeopleWastewater generation: 65 l/person/day Table 5.1.3 - Office buildings and dry retail flowsADWF : 17853 l/day Average Dry Weather Flow


Toilet blocksPeak Hour People 33 People Surveyed at 8am - 9am 24 October 2018Non Peak Hour People 16 People Assuming 50% of peak capacityPeak hour ADWF 660 l/day Assuming 10 L/person, 2 peak hours per dayNon Peak hour ADWF 3520 l/day Assuming 10 L/person, 2 peak hours per dayADWF : 4180 l/day Average Dry Weather Flow


Sullage

ADWF : 60000 l/day Average Dry Weather Flow0.7 l/s

Peaking factor (Normal PDWF): 5 Table 5.1.4 - Dry inudstry, medium water userPDWF: 3.47 L/s Peak Dry Weather FlowPeaking factor (Peak Design Flow) 6.7 Table 5.1.4 - Dry inudstry, medium water userPWWF: 4.7 l/s Peak Wet Weather Flow

Cloud and Shed 10The capacity of The Cloud and Shed 10 is currently unknown, and has currently been assumed to be nil.

Total flows for line 2Total ADWF : 82033 l/day Average Dry Weather Flow

0.9 l/sTotal PDWF: 3.98 L/s Peak Dry Weather FlowTotal PWWF: 5.9 l/s Peak Wet Weather Flow

*Refer to upstream catchment plan for area. The final wastewater values presented below are based on the method presented inWatercare Water and Wastewater Code of Practice, where the land use is assumed to office buildings & dry retail flows from Table5.1.3. Values can be refined upon further discussions with WaterCare and by using specific land use values where known (i.e. isolatehotels etc.)

From talks with Fullers and AT operational team, we know there are two 5000L storage tank where sullage is pumped to. Based on conversations with AT and previous pumpmanufacturers, it is assumed that Fullers have a 14 minute turn around time with a pump restriction of 200 l/min. From this information we have taken a conservative approach toassume each tank is emptied 6 times during course of the day.

Post- Development AssessmentUpstream catchment contributing to Line 1We believe that no change will occur to the upstream wastewater generation for line 1PWWF: 84.7 l/s % of Line 3 Capacity 88.2

Upstream catchment contributing to Line 2Ferry buildingWe believe that no change will occur to the ferry building wastewater generationPWWF: 1.0 l/s

Sullage

PWWF: 4.7 l/s

Toilet Blocks

Peak Hour People 66 People Surveyed at 8am - 9am 24 and 25 October 2018Non Peak Hour People 32 People Assuming 50% of peak capacityPeak hour ADWF 1320 l/day Assuming 10 L/person, 2 peak hours per dayNon Peak hour ADWF 7040 l/day Assuming 10 L/person, 2 peak hours per dayADWF : 8360 l/day Average Dry Weather Flow

0.1 l/sPeaking factor: 2 5.3.5.1.aii)PDWF: 0.19 L/s Peak Dry Weather FlowInfiltration: 5PWWF: 0.5 l/s Peak Wet Weather Flow

Capacity of downstream pipes

For Concrete pipes Mannings Coefficient = 0.013. Invert levels and pipe sizes obtained from Auckland Council GIS

ID Diameter (mm) IL In IL Out Length Slope(m/m)Capacity (l/s)Line 3 375 0.08 -0.07 46 -0.003 96Line 4 400 -0.07 -0.25 91 -0.002 93

Line 3 - PWWF 90.8 l/sLine 3 94.6 %

Line 4 - PWWF 90.8 l/s Not including additional contribution from downstream CBD buildingsLine 4 - PWWF 97.7 %From our analysis it is anticipated the pipes within the immediate vicinity of the development will have sufficient capacity to accommodate the wastewater flows from the proposeddevelopment.

Post development capacity used

A new sullage tank will be installed next to the current one at Pier 1. However, we believe that the current sullage demands will not increase with the installation of 6 new ferry berths.

Information from Isthmus ( email dated 16 October 2018), shows the proposed plans as doubling the current amount of toilet and basin systems. As the toilet facilities are proposed to bemade public, it is assumed that double the amount of people will use both in peak and non peak hours.

I2

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7

BritomartRailwayStation

Scale @ A31:2,500

Date Printed:19/10/2018

0 25 50 75

Meters

=

´

DISCLAIMER:This map/plan is il lustrative only and all information should beindependently verified on site before taking any action. CopyrightAuckland Council. Land Parcel Boundary information from LINZ(Crown Copyright Reserved). Whilst due care has been taken,Auckland Council gives no warranty as to the accuracy and plancompleteness of any information on this map/plan and accepts noliability for any error, omission or use of the information.Height datum: Auckland 1946.

MapAuckland Council

Area = 693 m2

(19 levels)

Ground Floor Area

= 4442 m2

High rise Area =

1580 m2(29 levels)

High rise Area =

1140 m2(21 levels)

Ground Floor Area

= 2310 m2

High rise Area =

1770 m2(13 levels)

Ground Floor Area

= 1485m2

High rise Area =

1780 m2(6 levels)

Ground Floor Area

= 2300 m2

Carpark

Area = 1500 m2

(3 levels)

Area = 1685 m2

(6 levels)

Area = 1836 m2

(2 levels)

Area = 750 m2

(2 levels)

High rise Area =

3060 m2(34 levels)

Line 2Line 1

Ground Floor Area

= 3595 m2

Commercial bay Plan from

https://www.precinct.co.nz/

assets/Commercial-Bay-

Presentation.pdf

Area = 1030 m2

(4 levels)

Line 3

Line 4

Area = 90 m2(1 levels)

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Scale @ A31:2,500


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MapAuckland Council

Area = 2640 m2

(5 levels)

Ground Floor Area

= 5450 m2

Area = 2240 m2

(5 levels)

Area = 1705 m2

(5 levels)

Area = 2725 m2

(5 levels)

Area = 2725 m2

(5 levels)

Area =320 m2

Area = 2300 m2

(9 levels)

Area = 2300 m2

(9 levels)

I2

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TYLER STREET

COMM

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N ST

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QUAY STREET

QUAY STREET

150EW

150EW

150 EW

225CONC

150 AC

225 AC

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225 EW

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W

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6E/148

152R

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148

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12

2

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85

BritomartRailwayStation

Scale @ A31:500


0 5 10 15

Meters

=

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Invert Levels

MapAuckland Council

0.08 m

-0.07 m

-0.25 m

Appendix D : Water Supply

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160

111

99

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99

109

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Scale @ A41:500


0 3.5 7 10.5

Meters

=Water Supply

DISCLAIMER:This map/plan is illustrative only and all information should beindependently verified on site before taking any action.Copyright Auckland Council. Land Parcel Boundary informationfrom LINZ (Crown Copyright Reserved). Whilst due care hasbeen taken, Auckland Council gives no warranty as to theaccuracy and plan completeness of any information on thismap/plan and accepts no liability for any error, omission or useof the information. Height datum: Auckland 1946.

Auckland Council Map

Scale @ A31:1,000


0 10 20 30

Meters

=

´


MapAuckland Council

10m

70m

50m

Approximate Existing Fire Hydrant locations


Legend

DISCLAIMER:This map/plan is illustrative only and all information should beindependently verified on site before taking any action.Copyright Auckland Council. Land Parcel Boundary informationfrom LINZ (Crown Copyright Reserved). Whilst due care hasbeen taken, Auckland Council gives no warranty as to theaccuracy and plan completeness of any information on thismap/plan and accepts no liability for any error, omission or useof the information. Height datum: Auckland 1946.

Auckland Council MapRail Stations (8,000)I2 Rail Stations (8,000)

Railway (2,500)Railway (2,500)

Auckland Council BoundaryAuckland Council Boundary

Roads (1,000)Parcels

Parcels

LakesLakes

Base Region (CRS)Land Outside

Water

Region Cache Public Open Space ExtentRegion Cache Public Open Space Extent

downtown ferry redevelopment

Documents