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    REV REVISIONS DATECHKDRN APPCCOPYRIGHT

    ORIG

    INAL

    SIZ

    E

    Scales (A1)DESIGN REVIEW

    PROF REGISTRATION:

    Sheet No.NCC DWG No.Stantec Project No. Rev.

    SURVEYED

    DRAWNDESIGNED

    DESIGN CHECK

    APPROVED

    CAD REVIEW

    Status Stamp

    Date Stamp

    Coordinate System:

    Datum:

    THESE DRAWINGS SHALL ONLY BE USED FOR THE PURPOSE FOR WHICH THEY WERE SUPPLIED. ANY RE-USE IS PROHIBITED AND NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED WITHOUT THE WRITTEN PERMISSION OF MWH LTD.

    A1

    GROUP MANAGER INFRASTRUCTURE

    NCC DWG No.CONTRACT No.

    pw:\\asiavpwint05.mwhglobal.com:AP_Projects\Documents\New Zealand Clients\Nelson City Council\310203466 - ANZA

    Geoff Ward 14.04.20

    27-0784 C100310203466

    RUTHERFORD ST / HALIFAX ST INTERSECTIONANZAC TO MAITAI CYCLE LINK

    PLANGENERAL ARRANGEMENT 0

    1 : 250

    FOR TENDERNOT FOR CONSTRUCTION

    26.05.20Kevin Singh Oct 2019

    Reid Hermansen Oct 2019James Cooper 14.04.20James Cooper 14.04.20

    Alison Morrison 14.04.20A FOR APPROVAL RH JC AM 11.19B FOR CLIENT APPROVAL RH JC AM 20.03.20200 FOR TENDER SA JC AM 14.04.2020

    NZGD 2000 NELSONNZVD 2016

    27-0784EC3906

    RUTHERFORD STREET

    PARU PARU ROAD

    HA

    LIFA

    X ST

    REE

    T

    HA

    LIFA

    X ST

    REE

    T

    dwdwq

    REMOVE TO WASTE EXISTING BLISTERTRAFFIC ISLAND AND CONSTRUCTNEW 2.5m WIDE PRAM CROSSING.REFER TO NTLDM SD 410

    CONSTRUCT NEW 2.6mWIDE AC SHARED PATHWITH TIMBER EDGING

    LIMIT OF WORKS

    LIM

    IT O

    F W

    OR

    KS

    LIM

    IT O

    F W

    ORK

    S

    CONSTRUCT NEW 2.6m WIDE AC SHAREDPATH BETWEEN EXISTING WALL ANDCONCRETE BUFFER STRIP

    ANZAC PARK

    CONSTRUCT NEW VEHICLE ENTRANCE REFER TO NELSONCITY COUNCIL VEHICLE CROSSING GUIDANCE OPTION ONE.

    CONSTRUCT NEWCYCLEWAY RAMP.REFER TO SHEET C303

    EXISTING SIGNS AND POLESTO BE RELOCATED, REFERTO SHEET C400

    EXISTING SIGNS AND POLES TO BERELOCATED. REFER TO SHEET C400

    CONSTRUCT NEW DISH CHANNEL ATBACK OF PATH. REFER TO NTLDM SD 404

    CONSTRUCT NEW STORMWATERSUMP WITH CYCLE FRIENDLY GRATE REFER TO SHEET C201

    CONSTRUCT NEW STORMWATERSUMP WITH CYCLE FRIENDLYGRATE. REFER TO SHEET C201

    C300C

    C300A

    EXCAVATE TO WASTE EXISTING PAVEMENT400mm AND LAY 300mm OF TOPSOIL, 75mmMULCH ON TOP. PLANTING IN GARDEN TOBE COMPLETED BY NELMAC

    EXISTING STREET LIGHT TO REMAIN

    EXISTING STREET LIGHT TO REMAIN

    EXISTING WATER METER TO REMAIN

    EXISTING WATER METER TO REMAIN

    CONSTRUCT NEW 2.6mWIDE AC SHARED PATH

    EXISTING SIGN

    EXISTING MAN HOLE

    EXISTING STREET LIGHT

    EXISTING POWER BOX

    EXISTING TREE

    EXISTING SUMP

    EXISTING FIRE HYDRANT

    EXISTING VALVE

    EXISTING SERVICESFEATURES LEGEND

    S

    PB

    H

    V

    REFER TO C101

    EXISTING STORM WATER SUMPTO BE REMOVED TO WASTE

    NEW KERB AND CHANNEL

    NEW NIB KERB

    NEW ROLL-OVER KERB

    NEW SHARED PATH

    NEW PAVEMENT WIDENING

    NEW PLANTING AREA

    NEW DISH CHANNEL

    NEW SUMP

    LEGEND

    CONSTRUCT NEW UNMOUNTABLE KERB TO RETAINNEW PLANTING AREA. REFER TO NTLDM SD404

    NEW KERB AND CHANNEL

    NEW KERB AND CHANNEL

    EXISTING STREET LIGHT TO BERELOCATED TO BACK OF NEW FOOTPATH

    C300B

    CONSTRUCT NEW STORMWATERSUMP REFER TO SHEET C201

    EXCAVATE TO WASTE EXISTINGMEDIAN ISLAND AND CONSTRUCTNEW ISLAND. REFER TO SHEET C300

    LIMIT OF WORKS

    5 PARU PARUROAD

    4 PARU PARUROAD

    6 HALIFAX ST

    400MM EXPOSED AGGREGATE CONCRETEBUFFER BEHIND TOP OF KERB

    400mm EXPOSED AGGREGATECONCRETE BUFFER BEHINDTOP OF KERB

    400mm EXPOSED AGGREGATECONCRETE BUFFER BEHINDTOP OF KERB

    GENERAL NOTES

    1) THE LOCATION OF ANY UNDERGROUND SERVICES SHOWN ARE INDICATIVE ONLY AND ALL SERVICES SHOULDBE SET OUT & LOCATED BY THE APPROPRIATE SERVICE PROVIDERS PRIOR TO ANY PHYSICAL WORKS.

    2) LEGAL BOUNDARIES AS SHOWN HAVE BEEN SOURCED FROM LINZ DATA SERVICES AND SHALL BE READ ASINDICATIVE ONLY, UNLESS SETOUT & CONFIRMED BY A CADASTRAL SURVEYOR.

    3) ALL WORK TO BE IN ACCORDANCE WITH THE NELSON TASMAN LAND DEVELOPMENT MANUAL, AND MOTSAM FORSIGNS & ROAD MARKINGS.

    4) COORDINATES ARE IN TERMS OF NZGD 2000, NELSON CIRCUIT. LEVEL DATUM IS LINZ (NZVD 2016)

    5) ALL SERVICE COVERS AFFECTED BY ANY RESURFACING TO BE ADJUSTED TO NEW SURFACES LEVELS FROMC100.

    6) ANY DAMAGE BY CONTRACTOR TO BE REINSTATED TO ORIGINAL CONDITION OR BETTER AT CONTRACTORSCOST.

    EXISTING POWER BOXTO REMAIN

    C30301

    C30302

    C30303

    CONSTRUCT NEWCYCLEWAY RAMP.REFER TO SHEET C303

    CONSTRUCT NEWCYCLEWAY RAMP.REFER TO SHEET C303

    TIE INTOEXISTING LEVELS

    CONSTRUCT NEW VEHICLEENTRANCE REFER TO NELSONCITY COUNCIL VEHICLE CROSSINGGUIDANCE OPTION ONE.

    EXISTING STREET LIGHT TO BEREPLACED AND INSTALLED ATBACK OF NEW FOOTPATH

    CONSTRUCT NEW VEHICLE ENTRANCEREFER TO NELSON CITY COUNCIL VEHICLECROSSING GUIDANCE OPTION ONE.

    CONSTRUCT NEW VEHICLEENTRANCE REFER TO NELSONCITY COUNCIL VEHICLE CROSSINGGUIDANCE OPTION ONE.

    TIE NEW PATH INTOEXISTING PATH BRICKEDGE AT CH:82

    EXISTING SEWER MANHOLELID TO BE MODIFIED TO FITBEHIND NEW KERB

    EXISTING SURVEY MARKTO BE RELOCATED TONEW KERB

    EXISTING SEWER MANHOLELID TO BE MODIFIED TO FITBEHIND NEW KERB

    EXISTING SEWER MANHOLELID TO BE MODIFIED TO FITBEHIND NEW KERB

    EXISTING SEWER MANHOLELID TO BE MODIFIED TO FITBEHIND NEW KERB

    EXISTING SURVEY MARKTO BE RELOCATED TONEW KERB

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    AutoCAD SHX TextDATE:

    AutoCAD SHX TextAPPROVED:

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    AutoCAD SHX TextHAZARD ID DESCRIPTIONDESCRIPTION

    AutoCAD SHX Text1 COAL TAR PRESENCE EXPECTED COAL TAR PRESENCE EXPECTED COAL TAR PRESENCE EXPECTED

    AutoCAD SHX Text2HERITAGE TREESHERITAGE TREES

    AutoCAD SHX Text3 UNDERGROUND NTL FIBREUNDERGROUND NTL FIBRE

    AutoCAD SHX Text4POTENTIAL OLD LANDFILL SITEPOTENTIAL OLD LANDFILL SITEOLD LANDFILL SITE

    AutoCAD SHX TextNOTE: HAZARD TRIANGLES AIM TO HIGHLIGHT RISKS ASSOCIATED WITH THE PROJECT HAZARD TRIANGLES AIM TO HIGHLIGHT RISKS ASSOCIATED WITH THE PROJECT OR SITE THAT A COMPETENT CONTRACTOR MAY NOT IDENTIFY E.G HAIL SITES. THIS TABLE DOES NOT IDENTIFY COMMON RISKS ASSOCIATED WITH CONSTRUCTION WORKS E.G TRENCHING AS A COMPETENT CONTRACTOR COULD MANAGE THIS ON SITE.

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    AutoCAD SHX Text5WHOLE SITE IS SUBJECT TO HIGH GROUNDWATER LEVELS DURING WHOLE SITE IS SUBJECT TO HIGH GROUNDWATER LEVELS DURING SOME HIGH TIDE EVENTS. CONTRACTOR TO PLAN TRENCHING WORK TO AVOID HIGH GROUNDWATER EVENTS

    michaelAlecL

    michaelTypewritten Text18/05/2020

    301203466-01-001-C001-Cover310203466-01-001-C100-General Arrangement310203466-01-001-C101-Intersection Layout310203466-01-001-C102-Signals Plan310203466-01-001-C103-TRAFFIC ISLAND310203466-01-001-C200-Existing Services310203466-01-001-C201-stormwater plan310203466-01-001-C300-typ sections310203466-01-001-C301-XS rutherford310203466-01-001-C302-XS Paru paru310203466-01-001-C303-ramp details310203466-01-001-C304-kerb longsection310203466-01-001-C400-markings310203466-01-001-C401-signs310203466-01-001-C500-lighting notesSheets and Viewslighting notes

    310203466-01-001-C501-lighting planSheets and Viewslighting plan

    310203466-01-001-C600-Setout Plan310203466-01-001-C601-setout table


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