Tonkin & Taylor Ltd | 105 Carlton Gore Rd, Newmarket, Auckland 1023, New ZealandPO Box 5271, Wellesley St, Auckland 1141 P +64-9-355 6000 F +64-9-307 0265 E [email protected]
Job No: 1004393.20008 May 2019
Auckland Transportc/- Tattico LimitedPO Box 91562Victoria StreetAuckland 1142
Attention: Mark Vinall
Dear Mark
Downtown Public SpaceGround Contamination Assessment
1 Introduction
The Downtown Framework 2014 identified a long-term plan to transform the central wharves anddowntown public realm through the creation of enhanced public space in the area between PrincessWharf and the Downtown Ferry Terminal (Pier 2). This area is referred to as the Downtown PublicSpace (DPS) and is part of the wider Downtown Waterfront programme of works being delivered forthe 36th Americas Cup (AC36) to be held in Auckland in 2020/21.
The Downtown Programme is a result of a collaboration between Auckland Transport (AT), AucklandCouncil (AC) and Panuku Development Auckland. The Programme includes a number of projects aspart of overall improvements to the city centre. In addition to the Downtown Public Space, theProgramme includes the upgrade of the Quay Street Seawall, proposed Downtown FerryRedevelopment, a proposed mooring dolphin at the end of Queens Wharf, and proposedstreetscape works and bus facilities in Quay Street.
AT, on behalf of AC, has commissioned Tonkin + Taylor Ltd (T+T) to provide specialist inputs tosupport the resource consent application for the DPS project. This report provides an assessment ofthe ground contamination effects and consent requirements.
2 Proposed works
2.1 Downtown Public Space
Isthmus Design Group Ltd completed a concept design for the DPS1 incorporating a tidal shelf ofinterconnected spaces, a Pōhutukawa coastal forest connecting the tidal shelf to Quay Street, tidalpools and outcrops as presented in Figure 2-1. Selected design drawings are provided for referencein Appendix A.
1 Downtown Public Space. Resource Consent Package. Prepared for Auckland Council by Isthmus Design Group Ltd, dated 3May 2019.
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Tonkin & Taylor LtdDowntown Public SpaceGround Contamination AssessmentAuckland Transport
8 May 2019Job No: 1004393.2000
The project is staged (Stage 1 and Stage 2) as indicated in Figure 2-1 below. This report refers toeffects arising from Stage 1 only. Stage 1 covers a length of approximately 100 m of the existingwaterfront and extends approximately 40 m in to the Ferry Basin at its greatest extent. There is noproposed change to the MHWS location within this works.
The resource consent application for the DPS is being prepared on the assumption that all existingferry berths on Piers 3 and 4 are relocated to the western edge of Queens Wharf and the upgrade ofthe seawall is complete. Separate resource consent applications have been made for the demolitionand relocation of Piers 3 and 4 and to Queens Wharf West and the upgrade of the seawall.
Figure 2-1 Project boundary of the Downtown Public Space and proposed staging (Source: Isthmus DesignGroup Ltd, 2019)
2.2 Construction
Construction methodologies have been assessed and are presented in the DIDP JV (Downer, HEB,Soletanche Bachy) draft construction management plan2.
The following preliminary construction methodology is anticipated for the works. This will be furtherrefined as more detailed design work is completed and the construction contractors provide furtherinput.
· Demolish existing structures:- Saw cut deck into sections and remove;- Extract or cut off piles and remove, or cut-off and reuse where appropriate; and- Remove pavements and associated structures (fencing, bollards, seating etc.).
· Install new piles. The key elements of the methodology, as related to contamination effects,are:- A number of piling options are being considered including working from barges, a
temporary jetty/staging platform or from land. The landside options may require theconstruction of a temporary works platform, possibly including installation of sometemporary piles, depending on progress of seawall strengthening measures; and
- Pile casings will be driven, open ended, to refusal using the drilling, vibro hammering orjetting techniques. In all cases once the pile casing is set and design embedment is
2 Draft Construction Management Plan, Downtown Public Space. Prepared for Auckland Transport by DIDP JV (Downer,HEB, Soletanche Bachy), dated 21 March 2019. Reference DN1158.
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Tonkin & Taylor LtdDowntown Public SpaceGround Contamination AssessmentAuckland Transport
8 May 2019Job No: 1004393.2000
achieved, the marine sediments will be cleaned out of the casing and a socket advancedinto the underlying rock. Once the pile has been drilled prefabricated reinforcing steelcages will be lifted into place and lowered into the casing, concreting will then takeplace.
· Construct decks / tree pits (combination of precast and in situ concrete).· Install new service connections (shallow drainage, power, water etc.) to Quay Street as
necessary.· Finishing works (surfacing, balustrades etc.).
3 Assessment of effects
T+T has recently prepared ground contamination assessments for the Quay Street seawall seismicstrengthening and utilities relocations projects, comprising Detailed Site Investigations (DSI)3 andSite Management Plans (SMP)4. These assessments also investigated the condition of marinesediments within the Ferry Basin, in the vicinity DPS project.
In summary testing of marine sediments identified that these contain:
· Trace concentrations (<0.001 % w/w) of asbestos fibres and fines. These results likely reflectthe entrainment of asbestos fibres and fines in stormwater which discharges into the harbourfrom the many asbestos clad roofs in the catchment.
· Elevated concentrations (above published background/cleanfill levels) of one or more metalswere measured in the majority of samples tested. However, all samples reported metalconcentrations that comply with the acceptance criteria for the protection of both humanhealth and environmental receptors.
· One or more PAH compounds were detected above the laboratory limits of reporting in themajority of samples tested. Heavy end (C15+) TPH compounds were also reported in themajority of samples tested for these compounds. These results suggest that marine sedimentshave generally been impacted by low concentrations of heavy end hydrocarbons. However, allsamples reported PAH and TPH concentrations that comply with the acceptance criteria forthe protection of both human health and environmental receptors.
Overall, the available data indicates that the only health effects associated with the marinesediments relate to handling and disposal of the excavated spoil and dredgings, which only requiressimple controls, effectively standard earthworks controls supplemented with basic PPE, as follows:
1 Where the potential for direct contact (including accidental contact) with sediments exists,e.g. during manual handling/excavation activities, then full-length clothing and impermeablegloves shall be worn (as a minimum);
2 Decontamination facilities should be provided so that personnel can dress down frompotentially contaminated PPE (clothing/gloves) in a controlled manner and ensure that a highlevel of personal hygiene can be maintained (washing of hands and face after dressing down,prior to eating etc.);
3 Handling of spoil should be undertaken in a manner that avoids:
3 Quay Street Seawall Upgrade, Ground Contamination Assessment. Report prepared for Auckland Transport by Tonkin &Taylor Ltd, dated May 2018. Reference no. 1004393.v4; andQuay Street End to End Utilities Relocation Project, Ground Contamination Assessment. Report prepared for AucklandTransport by Tonkin & Taylor Ltd, dated December 2018. Reference no. 1004393.3000.v6.4 Quay Street Seawall Upgrade, Site Management Plan for Ground Contamination. Report prepared for Auckland Transportby Tonkin & Taylor Ltd, dated June 2018. Reference no. 1004393.0000.v4; andQuay Street End to End Utilities Relocation Project, Site Management Plan for Ground Contamination. Report prepared forAuckland Transport by Tonkin & Taylor Ltd, dated December 2018. Reference no. 1004393.3000.v5.
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Tonkin & Taylor LtdDowntown Public SpaceGround Contamination AssessmentAuckland Transport
8 May 2019Job No: 1004393.2000
a Discharges of the sediment to ground or the marine environment;b Generation of dusts;c Runoff of surface water or rainfall which has come into contact with sediment;
4 Offsite disposal of spoil should occur to a facility that is authorised to accept the level ofcontamination, noting that the sediments have been shown to include low concentrations ofasbestos.
5 In accordance with the requirements of the Asbestos in Soils Guidelines (refer to Section 4)equipment which has come into contact with asbestos containing sediments will need to bedecontaminated and inspected by a Contaminated Land Specialist or Competent Personbefore being removed from the work area.
6 Contingency and mitigation measures should be developed to address potentialcontamination related incidents including: unexpected contamination conditions (includinghigher concentrations of asbestos); if accidental discharges occur; complaints are received inrelation to the works. These measures should include seeking advice from a ContaminatedLand Specialist where necessary.
Implementation of these controls (as a minimum) will appropriately manage health effects such thatthey are less than minor an acceptable. These requirements can be incorporated into theConstruction Environmental Management Plan (CEMP) which is expected to be developed for theworks.
The environmental effects of ground contamination present in the CMA relate primarily todischarges of contaminated sediment during piling works that disturb the seabed. T+T’s ecologicalassessment5 concludes that the construction and piling activities will potentially result in localisedsediment generation. However, the potential for sediment discharges will be controlled by standardconstruction measures and as a result short term effects are considered to be minor. Therefore, aslong as spoil generated by the piling works is also managed in accordance with the controlsdescribed above, ground contamination related effects on the environment are expected to be lessthan minor. These requirements can be incorporated into the CEMP which is expected to bedeveloped for the works.
If excavation is required landside to either construct a temporary works platform or for serviceconnections (refer to Section 2), the scale and duration of these works are expected to be minor innature (few tens of m3 and days in duration). Implementation of controls described above duringany minor excavation works will appropriately manage potential health and environmental effectssuch that they are less than minor.
4 Assessment of consenting requirements
The rules and associated assessment criteria relating to the control of contaminated sites in theAuckland region are specified in the following documents:
· Resource Management (National Environmental Standard for Assessing and ManagingContaminants in Soil to Protect Human Health) Regulations 2011 (NES Soil);
· Auckland Unitary Plan (AUP); and· Health and Safety at Work (Asbestos) Regulation (2016).
5 Downtown Public Space - Stage 1, Marine Ecological Assessment. Prepared for Auckland Council by Tonkin & Taylor Ltd,dated April 2019. Reference no. 1004393.2000.v5
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Tonkin & Taylor LtdDowntown Public SpaceGround Contamination AssessmentAuckland Transport
8 May 2019Job No: 1004393.2000
The NES Soil considers issues relating to land use and the protection of human health while the AUPhas regard to issues relating to the protection of the general environment, including ecologicalreceptors.
The management of asbestos in soils is regulated under the Asbestos Regulations. In order to helpachieve compliance with the Asbestos Regulations, WorkSafe New Zealand has prepared anApproved Code of Practice (ACoP): Management and Removal of Asbestos (September 2016). TheACoP refers readers to the “New Zealand Guidelines for Assessing and Managing Asbestos in Soil”(herein referred to as the Asbestos in Soils Guidelines) which were published in November 2017 byBRANZ Ltd.
We note the following with respect to the application of the above consenting framework to thisproject, which is principally limited to works within the CMA:
· The NES Soil and the associated user’s guide6 do not provide any advice on its application inthe CMA. However, the land uses/activities it considers and its application to “soilcontamination” all imply that it was not intended to apply to the CMA;
· The low concentrations of asbestos present in the marine sediments can be managed as“unlicensed work” within the framework set out in the Asbestos in Soil Guidelines andtherefore do not create any consequential consenting triggers under the NES Soil;
· Uses of the CMA and discharges of contaminants to it are controlled by the more restrictivesections 12 and 15 of the RMA. The contaminated land rules included in the AUP relate tomanaging the effects of “land containing elevated levels of contamination” and the rulesvariously describe “land”, “ground”, “groundwater” and “surface water” (the later in thecontext of within or discharging from a site). The CMA is also addressed specifically in othersections of the plan, including Chapter F. For these reasons we interpret that thecontaminated land rules of the AUP were not intended to apply directly to the CMA. Potentialcontamination related effects on the environment and proposed controls can addressed bythe other consents required under the AUP for works in the CMA; and
· As noted in the preceding sections, if excavation is required to either construct a temporaryworks platform or for service connections, the scale and duration of these works expected tobe minor in nature and fall well within the permitted activity thresholds of the AUP (200 m3)and NES Soil (>>200 m3 considering the area of the wider reclamation).
For these reasons we consider that:
· It was not intended that the NES Soil would apply for works in the CMA and any landsideexcavation works required temporary works platform or service connections are expected tofall within permitted activity thresholds. We therefore conclude that consent should not berequired under the provisions of the NES Soil for Stage 1 of the proposed DPS project;
· The potential environmental effects and proposed controls can addressed by the otherconsents required under the AUP for works in the CMA and any landside excavation worksrequired temporary works platform or service connections are expected to fall withinpermitted activity thresholds. We therefore conclude that consent should not be requiredunder the ground contamination provisions of the AUP for Stage 1 of the proposed DPSproject; and
· The piling works should be managed in accordance with the “unlicensed work” framework setout in the Asbestos in Soil Guidelines. This does not require consent or approvals as long as
6 Ministry for the Environment. 2012. Users’ Guide: National Environmental Standard for Assessing and ManagingContaminants in Soil to Protect Human Health. Wellington: Ministry for the Environment.
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Tonkin & Taylor LtdDowntown Public SpaceGround Contamination AssessmentAuckland Transport
8 May 2019Job No: 1004393.2000
the works are appropriately managed, which should be able to be achieved by applying thecontrols recommended in Section 3.
5 Applicability
This report has been prepared for the exclusive use of our client Auckland Transport, with respect tothe particular brief given to us and it may not be relied upon in other contexts or for any otherpurpose, or by any person other than our client, without our prior written agreement.
Recommendations and opinions in this report are based on discrete sampling data. The nature andcontinuity of contamination away from the sampling points are inferred and it must be appreciatedthat actual conditions could vary from the assumed model.
Tonkin & Taylor Ltd
Environmental and Engineering Consultants
Report prepared by: Authorised for Tonkin & Taylor Ltd by:
pp
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Shane Moore Richard Reinen- HamillPrincipal Environmental Scientist Project Director
SRMMp:\1004393\1004393.2000 - downtown publicspace\workingmaterial\contamination\1004393.2000_downtown_public_space_ground_contamination_assessment.v5.docx
Appendix A: Drawings
62Downtown Public Space | Auckland Council | Resource Consent Package | 03 May 2019
38Downtown Public Space | Auckland Council | Resource Consent Package | 03 May 2019
3.10 Illustrative Plan. Stage 1: Pre AC36.SCALE 1:500 @ A3̂
0m 25m10m5m
1.
2.2.
4. 3.
6.
5.
8.
9.
18.
11.
12.
15.
15.
16.
14.
14.
19.
17.
7.
13.
Key
1. Ferry Building2. Ferry Shelter3. Elevated tidal shelf - Downtown Public Space4. Coastal trees, underplanted5. Apertures, open with balustrading 6. Apertures with kupenga (nets)7. Aperture with mesh (overland flow outlet)8. Marine ecology ropes beneath shelf, indicative locations9. Pontoon with marine ecology rope net10. Bench seats, with back and arm rest11. Platform seats, with back and arm rest12. Light columns13. Timber fender piles14. Launch steps, retained15. ‘Blue fence’ including lamp standards & mooring bollards16. ‘Red fence’ pillars, retained (outside EOW)17. Seawall basalt coping stones and bollards retained18. Existing Ferry Terminal 19. Existing Pier 2
5.
10.
AB
8.
39Downtown Public Space | Auckland Council | Resource Consent Package | 03 May 2019
3.11 Illustrative Sections. Stage 1.
Section AASection through the coastal forest of Pohutukwa between the two ferry shelters.
At the outer edge a net-filled aperture of generous scale invites engagement with the water below. Mussel lines are visible below the shelf surface.
Section BBSection through the central entry from Quay Street.
Floating pontoon at the edge of the public space express the tide - tai timu, tai pari - and provide habitat for coastal marine species.
Key:
Building FootprintExtent of Works
Area of paving to be removedSurface finish and sub base only
Notes:
All Heritage blue fence lengths shownto be removed are to be modified forgates as required or placed in storage
Area of paving & associated structure tobe removedRefer to Structural Engineers detailsPotential area of structure to be removedfor replacement
HH
STAGE 1
Heritage blue fence to beremoved
Modern blue fence to beremoved and disposed of.
Heritage bluefence retained
Heritage bluefence retained
Heritage blue fence retained
Heritage Wharf Bollardto be reinstated insame location
Heritage blue fence removed forconstruction. Fence to reinstatedin location shown on GA plans
Heritage blue fence to beremoved
Heritage Wharf Bollardto be reinstated in samelocation
Heritage light and outreachretained
2no. Existing fenderpiles removed
Pier 2 Retained
Heritage Wharf Bollard to beremoved for construction and
reinstated in new location
Existing fenderpiles retained
Existing balustrade retained
Existing balustrade to beremoved and disposed of
Heritage lampretained
Existing fenderpile removed
Heritage lampretained
Existing sea wall retainedand protected as requiredduring construction
Existing steps retained
Modern blue fence tobe removed anddisposed of.
Heritage blue fence removed forconstruction. Fence to reinstatedin location shown on GA plans
Heritage Wharf Bollard to beremoved for construction and
reinstated in new location
Modern blue fence tobe removed anddisposed of.
Existing ladder and gateto Pier 2 to be retained
Heritage steps including thosebeneath cantilevered deck to
be retained and protectedthroughout construction
Ferry Shelter 02 to beretained in current location
Ferry Shelter 01 to beretained in current location
Existing asphalt paving to be removedand re-laid to allow for new level tie inbetween stage 1 & ex. pier 2
Heritage basaltcapping retained
Demolition Plan200
400
C1.00.01Drawing Number Revision
Issued For
Resource Consent
Scale
Job No.
4039
D o n o t s c a l e . V e r i f y d i m e n s i o n s o n s i t e b e f o r e c o m m e n c i n g a n y w o r k . C O P Y R I G H T I S T H M U S G R O U P L I M I T E D ©
North
Drawing Title
@A1
@A3
No. Revision Date
Client
Auckland Council
Job Name
Downtown Public Space <
A Resource Consent 29.01.19B Resource Consent 14.03.09C Resource Consent 03.05.09
3.12 Demolition Plan.
3.13 Staging Plan.
Key:
Building FootprintExtent of Works Notes:
PIER 2
STAGE 1
Existing asphalt paving tobe removed and relaid toallow for new level tie inbetween stage 1 & ex.pier 2
Allow for new asphaltramp/paving to tie infinished level
STAGE 1
STAGE 2
Drawing Number Revision
Issued For
Resource Consent
Scale
Job No.
4039
D o n o t s c a l e . V e r i f y d i m e n s i o n s o n s i t e b e f o r e c o m m e n c i n g a n y w o r k . C O P Y R I G H T I S T H M U S G R O U P L I M I T E D ©
North
Drawing Title
@A1
@A3
No. Revision Date
Client
Auckland Council
Job Name
Downtown Public Space <
Staging Plan
C1.01.01
200
400
A Resource Consent 29.01.19B Resource Consent 19.03.19C Resource Consent Application 03.05.19
3.14 General Arrangement Plan.
Key:
Balustrading
Extent of WorksBuilding Footprint
Netted ApertureAN01 - AN03
Open ApertureAO01 - AO02
Notes:PlanterPL01 - PL06
Overland Flow Aperture- GratedAF01
Platform SeatPS1 - PS6
Sea Wall
Heritage Fence
Proposed Tree
STAGE 1
STAGE 2
Existing Pier 2 extentremains as part of stage 1
POTENTIAL FUTURE FERRYINFRASTRUCTURE
FERRY BUILDING
FERRY SHELTER 01FERRY SHELTER 02
QUAY STREET
PL03
AF01
AN03AO01
AO02
PL02
PL04
PL05
PL06
AN01AN02
PL01
Shelf Edge
Existing Steps
Existing Pontoon
PS2
PS1
PS5
PS4Existing heritagesteps remain
Timber fender piles,slanted top
PS3
MARINE SAFETY &ECOLOGY PONTOON
General Arrangement200
400
C1.02.01Drawing Number Revision
Issued For
Resource Consent
Scale
Job No.
4039
D o n o t s c a l e . V e r i f y d i m e n s i o n s o n s i t e b e f o r e c o m m e n c i n g a n y w o r k . C O P Y R I G H T I S T H M U S G R O U P L I M I T E D ©
North
Drawing Title
@A1
@A3
No. Revision Date
Client
Auckland Council
Job Name
Downtown Public Space <
A Resource Consent 29.01.19B Resource Consent 19.03.19C Resource Consent Application 03.05.19
Key:Extent of WorksBuilding Footprint
Concrete Paving 02Refer to Materials Schedule
Concrete Paving 03Refer to Materials Schedule
Notes:
Stone Paving 01Refer to Materials Schedule
Concrete Paving 01Refer to Materials Schedule
6mm Joint at 6m crslocated above Structural pile grid alignment.
6mm Saw Cuts on max. 4x3m Grid
100 x 50 S/S Angle EdgeBetween SP01 & CP02
Refer to Structural Engineers drawingsfor paving jointing & reinforcingspecification
Concrete Step 01Refer to Materials Schedule
Concrete Step 02Refer to Materials Schedule
Asphalt Paving 01Refer to Materials Schedule
CP01
CP03
CP02
SP01
S01
S02
AP01
Concrete Accessible Ramp 01Refer to Materials Schedule
R01
Planting - Referto Planting plans
Existing Basalt cappingto be retained/protected
S/S Angle edgeS/S Angle edge
Quay Street Paving by others
Steel pontoon with site castconcrete surface. Refer toMarine Structures/ElementsSchedule
Stone to match and tie in toQuay street paving pattern.
Steel grating
S/S Angle edge
STAGE 1
STAGE 2
AP01
CP01
CP01CP02
CP02
CP02
CP03
CP03
SP01
CP02
CP02
SP01
CP03
CP03S01
S02
R01
CP03
Drawing Number Revision
Issued For
Resource Consent
Scale
Job No.
4039
D o n o t s c a l e . V e r i f y d i m e n s i o n s o n s i t e b e f o r e c o m m e n c i n g a n y w o r k . C O P Y R I G H T I S T H M U S G R O U P L I M I T E D ©
North
Drawing Title
@A1
@A3
No. Revision Date
Client
Auckland Council
Job Name
Downtown Public Space <
Surface Finishes
C1.03.01
200
400
A Resource Consent 29.01.19B Resource Consent 19.03.19C Resource Consent Application 03.05.19
3.15 Surface Finishes Plan.
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EXISTING SERVICES TO BE DIVERTED OR REMAINWHERE FEEDING TO PRINCES WHARF
50mm WATER PIPE AND 2 No. 20mm BLACK PIPES.ABOVE METALLIC PIPE
EXISTING CABLE TRAY
EXACT POSITION OF ELECTRICITY CABLES SERVICING LIGHTSUNDER THE WHARFS, AND LIGHTING COLUMNS ABOVE
PLUS LV ELECTRIC/DATACABLES (UNKNOWN)
ABANDONED METALLIC PIPE(TBC)
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ABANDONED STORMWATERPIPE
VODAFONE FIBRE OPTIC
VECTOR COMMUNICATIONS
VODAFONE VAULT
VECTOR UNDERGROUNDUTILITY BOX
CHORUS COMMUNICATIONS
CHORUS CHAMBERS
VECTOR COMMUNICATIONS
SUBSTATION
HIGH VOLTAGE POWER CABLELOW VOLTAGE POWER CABLE
VECTOR POWER CABLEVECTOR FIBRE OPTIC
SERVICE PIT
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LV
P
Fo
VC
HV
SERVICES NOT IN USE
LV
G
G
x
W
W
SW
SW
SS
SS
VF
VC
C
MH
H
VALVEHYDRANT
EXISTING SERVICES ON PIERS 1 AND 2
EXISTING SERVICES ON ROAD
FIRE MAIN
SEWER LINE
MULTIPLY CABLES CONDUIT(FIBRE OPTIC, POWER, DATA)
CABLE AND UNKNOWNS)
FIRE HYDRANT
WATER VALVE BOXWATER METER BOX
DRINKING WATER FOUNTAIN
WATER TAPFIRE HOUSE REEL
FERRY WASTEWATERDISCHARGE POINT
T
X
H
M
V
F
GAS LINE
GAS DUCT
GAS TEE
SS
L:\1004393\1004393.2000\WorkingMaterial\CAD\DWG\1004393-DPS-CIV-001.dwg 2019-Feb-26 2:14:47 PM Plotted By: MICHELLE GUEVARRA
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
AUCKLAND TRANSPORT
DIDP - DOWNTOWN PUBLIC SPACE
QUAY STREET, AUCKLAND CBD
EXISTING GENERAL ARRANGEMENT
1:500 1004393.2000-DPS-CIV-001 1
MGM Feb.19MIGU Feb.19 DEVELOPED DESIGN
1 DEVELOPED DESIGN ANRI
NOT FOR CONSTRUCTION
ANRI Feb.19
MIGU
ORIGINAL IN COLOUR
A3 SCALE 1:5000 5 10 15 20 25 (m)
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.2. COORDINATE DATUM: NZ GEODETIC DATUM 2000, MT EDEN CIRCUIT.3. LEVEL DATUM: AUCKLAND VERTICAL DATUM 1946 (MSL) CD = -1.743m AVD-46.4. AERIAL PHOTO SOURCED FROM AUCKLAND COUNCIL GIS WEBSITE.5. BASE SURVEY IS FROM BECA, DWG REF. 3125394-WS-001 PROVIDED ON 11/12/2017.6. SERVICE LOCATIONS ARE INDICATIVE ONLY. CONTRACTOR IS RESPONSIBLE FOR
LOCATING AND PROTECTING ALL SERVICES ONSITE PRIOR TO UNDERTAKING ANYWORKS.
7. END TO END UTILITIES TRENCH LOCATION AND DETAILS BY ENVIVO ON 06/12/2018.8. DRAWINGS DOES NOT INCLUDE ADDITIONAL SERVICES PICKED UP THROUGH
RECENT JFC INVESTIGATIONS.
HV
HV
HV
HV HVHV
HVHV
HVHVHVHVHVHVHVHVHVHVHVHVHV
HV
HVHV
HVHVHVHVHVHVHVHVHVHVHVHVHV
HV
HVHV
HVHVHVHVHVHVHVHVHVHVHVHVHV
HV
HVHV
HVHVHVHVHVHVHVHVHVHVHVHVHV
HV
LV
LV
LV
LV
LV
LV LVLVLV
LVLVLV
LVLVLV
LV
LVLV
LVLVLVLVLVLVLVLVLVLVLVLVLV
LV
LVLVLV
LVLVLV
LV
LVLVLVLVLV
LV
LV
LVLVLVLVLV
LV
LV
LVLVLVLVLV
LV
LV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
LV
LV
LV
LV
LV
LV LVLVLV
LVLVLV
LVLVLV
LV
LVLVLVLVLV
LV
LV
LVLVLVLVLV
LV
LV
LVLVLVLVLV
LV
LV
LVLV
LVLVLVLVLVLVLVLVLVLVLVLVLV
LV
LVLVLV
LVLVLV
LV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
LVLV
HV HV HV HV
HV
HV
HV
HV
HV
HV
VC VC VC VC VC VCVC VC
VC VCVC VC VC VC
VC
VC
VC
VC
VCVC
VC
VC VC
QUAY STREET
MH
VC
VCVC
VC
VC
VCVCVCVCVCVCVCVCVCVCVCVCVCVCVC
VCVCVCVCVCVCVCVCVCVCVCVCVCVCVC VC
VC
VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC
VF VF VF VF VF VF VF VF VF VF VF VF VF VF
G
G
1000
SWSW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
N
500mm PROPOSED MAIN SERVICE SPINE REFER TODWG. 1004393-DPS-CIV-001 & 002 FOR DETAIL (FOR
1 No. 50mmØ WATER SUPPLY, 1 No.100mmØ POWER,1 No. 100mmØ COMMUNICATIONS + SPARE)
100mmØ DUCT FIXED TO DPS SOFFIT, TO LIGHTINGCONNECTION POINT, REFER TO LIGHTING DESIGNDWG SK-L-002
EXISTING POWERBOX DB-FBD (PIER 3) TO BEREMOVED AS PART OF DECOMMISSIONING PIER 3
100mmØ DUCT FIXED TO DPS SOFFIT, TOLIGHTING CONNECTION POINT, REFER TO
LIGHTING DESIGN DWG SK-L-002
QUAY STREET RAIN GARDENS(BY OTHERS)
2x 100mmØ DUCTS FORLIGHTING AND CCTV,FIXED TO DPS SOFFIT
CONNECT DUCTS TO QUAY ST UPGRADING WORKS
EXISTING SERVICESSEE NOTE 3
CONNECT EXISTING 25mm PE WATERMAIN TO EXISTING
CONNECT TO EXISTING POWER AND COMMS
2 X 100mmØ DUCTS FORPOWER AND LIGHTING,FIXED TO DPS SOFFIT
2 X 100mmØ DUCTS FORLIGHTING AND CCTV,FIXED TO DPS SOFFIT
1 X 100mmØ DUCTFOR POWER
3x 150mm SLEEVE CONDUITS TO BE INSTALLEDTHROUGH THE EXISTING SEAWALL TO CONNECTAT BT ASSETS TO QUAY STREET
EXISTING POWERBOX DB-P4 ANDDATABOX CABINET TO REMAIN
CONDUITS TO BE INSTALLED WITHIN A COREDHOLE THROUGH EXISTING SEAWALL. SERVICES
TO CONNECT TO SERVICES INSTALLED IN THEQUAY STREET ENHANCEMENTS PROJECT.
QUAY STREET
FERRY BASIN
FERRY TERMINAL (PIER 4)
KIOSK
CAMLP
CAMLP
MATC
HLIN
E TO
DW
G. 10
0439
3-DP
S-CI
V-00
4
FOR DPS LAYOUT REFER TO ISTHMUSDRAWING 1.05.01 AND STRUCTURES
DWG 1004393-DPS-STR-100
LEGEND
C
P
W
NEW COMMUNICATION /CCTV
NEW POWER/ELECTRICITY(LIGHTING/OTHER)
NEW WATER MAIN LINE
NEW CABLE TRAY
EXTENT OF WORKS
LIGHT POLE
SECURITY CAMERA MOUNTED ONLIGHT POLE
LP
CAM
AWD (SEE NOTE 4)
PROPOSED SERVICES
C-20
36
HVHVHVHVHVHV
LVLVLV
LVLV LV
LVLVLVLVLVLVLVLV
HV
HVHVHV HV
HV HVHV HV
HVHV
HV
LV
LVLV
LVLVLV
LVLV LV
LVLVLVLVLVLVLVLV LV
HVHV
HVHV
HVHVHV HV
HV HVHV HV
HVHV
HV
HV
HV HV
HVHV
HVHV
HVHV VC
VC
VC
VC VC
QUAY STREET
QUAY STREET
QUAY STREET
MH
MH
MH
VC
VC VC
VC
VC
VC
VCVCVC VCVC
VC VC VC
SW
VF
GG
(0.6)
(1.0)(1.0)(0.8)
SV-AK-90286
MV-A
K-00
107
SV-A
K-09
065
x x
xx
MV-AK-90285
(0.6)
(0.6)
GG
GG
G
GG
225 CONC
110 PYVN
100
225 ERWR
1000
225
225 Abandoned
H
H
H
H
HSS
DPS STAGE 1 DPS STAGE 2
L:\1004393\1004393.2000\WorkingMaterial\CAD\DWG\1004393-DPS-CIV-003_004.dwg 2019-Apr-17 4:14:08 PM Plotted By: MICHELLE GUEVARRA
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
AUCKLAND TRANSPORT
DIDP - DOWNTOWN PUBLIC SPACE
QUAY STREET, AUCKLAND CBD
UTILITIES SERVICE CONNECTIONS SHEET 1 OF 2
1:250 1004393.2000-DPS-CIV-003 3
ANRI Apr.19MIGU Apr.19 RESOURCE CONSENT
3 RESOURCE CONSENT MGM 17.04.192 DEVELOPED DESIGN MGM 16.04.19
1 TCE PRICING PACK ANRI 07.12.18
NOT FOR CONSTRUCTION
MGM Apr.19AMM Apr.19
MIGU
MIGU
MIGU
ORIGINAL IN COLOUR
A3 SCALE 1:2500 5 10 15 (m)
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. FOR EXISTING SERVICES AND LEGEND OUTSIDE DIDP - DOWNTOWN PUBLIC SPACE
EXTENT OF WORKS REFER TO DWG. 1004393.2000-DPS-CIV-001.4. REFER TO ISTHMUS LIGHTING AND ELECTRICAL PLAN DEVELOPED DESIGN LIGHTING
DWG. 1.07.01.
N
KEY PLAN
HVHV
HVHV
HVHV
HVHV
HVHV
HVHV
HVHV
HVHV
HV HVHVHV
LVLVLVLVLVLVLVLV
LV
LVLVLV
LV
LVLV
LV
LV
LV
LVLV
LV
LVLV
LV
LV
LVLV
LV
LV
LV
LVLVLV
LVLV
LVLV
LV
LV
LV
LVLVLV
LV
LV
LV LV
HV HV HV HV HV HV HV HV HV HV HV HV HVHV HV HV HV HV HV HV HV HV HV HV HV HV
LV
LV
LV
LV
LVLV LV LV LV LV
LV
LV
LV
LVLVLV
LV LVLV LV
LVLV
LV
LV
LV
LV
LVLVLV
LVLV
LVLV
LV
LV
LV
LVLVLV
LV
LV
LV
LVLV
LV LV
LVLVLVLVLVLVLVLV
LV LV
LVLV
LVLV
LVLVLV
LV
LV
LV
LVLV
LV
LV LV LV
HV HV HV HV HV HV HV HV HV HV HV HV HVHV HV HV HV HV HV HV HV HV HV HV HV HVHV HV
HV HV HV HV HV HV HV HV HV HV HV HV HV
HV HV HV HV HV HV HV
HV HV HV HV HV HV HVHV HV
HVHVHVHVHVHVHVHVHV
HVHVHVHVHV
HV
HV
HVHVHVHVHVHVHVHVHV
HVHVHVHVHV
HV
HV
HVHVHVHVHVHVHVHVHVHVHVHVHVHV
HV
HV
VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC
VCVC
QUAY STREET
QUAY STREET
MH
VCVCVCVCVCVCVCVCVCVCVCVCVCVCVC
VC VC VC VC VC VC VC VC VC VC VCVC VC
VCVC
VC
VC
VC VC VC VC VC
VC VCVC
VCVC VC VC VC VC
VC VC VC VC VC VC VC
VC
VCVCVCVCVCVCVCVCVCVCVCVCVCVCVC
VCVC
VC
VC
VC VC VC VC VC VC
VCVC VC
VC
VC
VC VC VC VC VC
SW SW SW SW SW SW SW SW SW
SWSW
SWSW
SW
VFVFVFVFVFVFVFVFVF
VF VFVF
VF VF
(1.0)(1.0)(0.8)
x
x
xxG 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
GG
G
225 CONCSW SW SW SW SW SW SW
SW
SW
SW
H
SS SS SS SS SS SS SS
DPS STAGE 1 DPS STAGE 2
N
EXACT EXTENT TO BE CONFIRMEDAT DETAILED DESIGN FOR STAGE 2
PROPOSED DRAINAGE, REFER TO DWG1004393.200-DPS-CIV-002
4 Nos. 100mm BURIED DUCTS TOKIOSK AWD (SEE NOTE 4 AND DWG1004393-DPS-CIV-002)
EXISTING HOLE IN SEAWALL FROMABANDONED PIPE TO BE REMOVED
100mmØ DUCT FIXED TO DPS SOFFIT, TOLIGHTING CONNECTION POINT, REFER TO
LIGHTING DESIGN DWG SK-L-002
EXISTING SERVICESSEE NOTE 3
100mmØ DUCT FIXED TO DPS SOFFIT, TOLIGHTING CONNECTION POINT, REFER TOLIGHTING DESIGN DWG SK-L-002
3x 150mm SLEEVE CONDUITS TOBE INSTALLED THROUGH THEEXISTING SEAWALL TO CONNECTAT BT ASSETS TO QUAY STREET
FERRY TERMINAL
FERRY BUILDING
KIOSK
DUCTS TO EXTEND INTO STAGE 2 DPS,DETAILS TO BE CONFIRMED
MATC
HLIN
E TO
DW
G. 10
0439
3-DP
S-CI
V-00
3
CONDUITS TO BE INSTALLED WITHIN A COREDHOLE THROUGH EXISTING SEAWALL. SERVICESTO CONNECT TO SERVICES INSTALLED IN THEQUAY STREET ENHANCEMENTS PROJECT.
LEGEND
C
P
W
NEW COMMUNICATION /CCTV
NEW POWER/ELECTRICITY(LIGHTING/OTHER)
NEW WATER MAIN LINE
NEW CABLE TRAY
EXTENT OF WORKS
LIGHT POLE
SECURITY CAMERA MOUNTED ONLIGHT POLE
LP
CAM
AWD (SEE NOTE 4)
PROPOSED SERVICES
C-20
36
HVHVHVHVHVHV
LVLVLV
LVLV LV
LVLVLVLVLVLVLVLV
HV
HVHVHV HV
HV HVHV HV
HVHV
HV
LV
LVLV
LVLVLV
LVLV LV
LVLVLVLVLVLVLVLV LV
HVHV
HVHV
HVHVHV HV
HV HVHV HV
HVHV
HV
HV
HV HV
HVHV
HVHV
HVHV VC
VC
VC
VC VC
QUAY STREET
QUAY STREET
QUAY STREET
MH
MH
MH
VC
VC VC
VC
VC
VC
VCVCVC VCVC
VC VC VC
SW
VF
GG
(0.6)
(1.0)(1.0)(0.8)
SV-AK-90286
MV-A
K-00
107
SV-A
K-09
065
x x
xx
MV-AK-90285
(0.6)
(0.6)
GG
GG
G
GG
225 CONC
110 PYVN
100
225 ERWR
1000
225
225 Abandoned
H
H
H
H
HSS
DPS STAGE 1 DPS STAGE 2
L:\1004393\1004393.2000\WorkingMaterial\CAD\DWG\1004393-DPS-CIV-003_004.dwg 2019-Apr-17 4:14:15 PM Plotted By: MICHELLE GUEVARRA
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
AUCKLAND TRANSPORT
DIDP - DOWNTOWN PUBLIC SPACE
QUAY STREET, AUCKLAND CBD
UTILITIES SERVICE CONNECTIONS SHEET 2 OF 2
1:250 1004393.2000-DPS-CIV-004 2
ANRI Apr.19MIGU Apr.19 RESOURCE CONSENT
2 RESOURCE CONSENT MGM 17.04.191 DEVELOPED DESIGN MGM 16.04.19
NOT FOR CONSTRUCTION
MGM Apr.19AMM Apr.19
MIGU
MIGU
ORIGINAL IN COLOUR
A3 SCALE 1:2500 5 10 15 (m)
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. FOR EXISTING SERVICES AND LEGEND OUTSIDE DIDP - DOWNTOWN PUBLIC SPACE
EXTENT OF WORKS REFER TO DWG. 1004393.2000-DPS-CIV-001.4. REFER TO ISTHMUS LIGHTING AND ELECTRICAL PLAN DEVELOPED DESIGN DWG.
1.07.01.
N
KEY PLAN
1001005010050600
100 100150
M12 STAINLESS STEEL THREADED ROD,NUTS AND WASHERS
UNISTRUT P 1000 (41x41x2.5 THK.) STAINLESS STEELSTRUT 900 LONG, @1.5m C/C (TBC BY ENGINEER ATDETAILED DESIGN)
600mm WIDE UNISTRUT UT3 CABLE TRAY.ALUMINIUM CORROSION PROTECTION (TBCBY ENGINEER AT DETAILED DESIGN)
150mm WIDE UNISTRUT UT3 CABLE TRAY.ALUMINIUM CORROSION PROTECTION (TBC BY
ENGINEER AT DETAILED DESIGN)
TYPI
CALL
Y 30
0, BU
T MA
Y VA
RYLO
CALL
Y AL
ONG
ALIG
NMEN
T UNDERSIDE OF DPS
DPS CONCRETE DECK STRUCTURE
4-M12 S/S CHEMSET ANCHORS, 160 LONG,100 EMBEDMENT (TBC BY ENGINEER AT
DETAILED DESIGN)
100
100
100300
M12 STAINLESS STEEL THREADED ROD,NUTS AND WASHERS
UNISTRUT P 1000 (41x41x2.5 THK.) STAINLESS STEELSTRUT 450 LONG, @1.5m C/C (TBC BY ENGINEER ATDETAILED DESIGN)
300mm WIDE UNISTRUT UT3 CABLE TRAY.ALUMINIUM CORROSION PROTECTION (TBC BY
ENGINEER AT DETAILED DESIGN)
TYPI
CALL
Y 30
0, BU
T MA
Y VA
RYLO
CALL
Y AL
ONG
ALIG
NMEN
T UNDERSIDE OF DPS
DPS CONCRETE DECK STRUCTURE
2-M12 S/S CHEMSET ANCHORS, 160 LONG,100 EMBEDMENT (TBC BY ENGINEER AT
DETAILED DESIGN)
100
100 100150
M12 STAINLESS STEEL THREADED ROD,NUTS AND WASHERS
UNISTRUT P 1000 (41x41x2.5 THK.) STAINLESS STEELSTRUT 300 LONG, @1.5m C/C (TBC BY ENGINEER ATDETAILED DESIGN)
150mm WIDE UNISTRUT UT3 CABLE TRAY.ALUMINIUM CORROSION PROTECTION (TBC BY
ENGINEER AT DETAILED DESIGN)
TYPI
CALL
Y 30
0, BU
T MA
Y VA
RYLO
CALL
Y AL
ONG
ALIG
NMEN
T UNDERSIDE OF DPS
DPS CONCRETE DECK STRUCTURE
2-M12 S/S CHEMSET ANCHORS, 160 LONG,100 EMBEDMENT (TBC BY ENGINEER AT
DETAILED DESIGN)
100
L:\1004393\1004393.2000\WorkingMaterial\CAD\DWG\1004393-DPS-CIV-101.dwg 2019-Feb-26 2:15:58 PM Plotted By: MICHELLE GUEVARRA
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
AUCKLAND TRANSPORT
DIDP - DOWNTOWN PUBLIC SPACE
QUAY STREET, AUCKLAND CBD
DRY SERVICES CABLE TRAY DETAILS
AS SHOWN 1004393.2000-DPS-CIV-101 1
MGM Feb.19MIGU Feb.19 DEVELOPED DESIGN
1 DEVELOPED DESIGN ANRI
NOT FOR CONSTRUCTION
ANRI Feb.19
MIGU
ORIGINAL IN COLOUR
SCALE 1: 1-10
DETAIL DRY SERVICES CABLE TRAY
NOTES:1. SUPPORT EXISTING SERVICES WHERE UNSUPPORTED AND
WHERE IN THE WAY OF THE NEW ROUTE. THESE SERVICESARE TO BE IDENTIFIED ON-SITE.
A3 SCALE 1:100 0.1 0.2 0.3 0.4 0.5 (m)
SCALE 1: 3-10
DETAIL CABLE TRAY FOR CCTV/LIGHTING SINGLE DUCTSCALE 1:
2-10DETAIL CABLE TRAY FOR CCTV/LIGHTING TWIN DUCTS