SkyPath latest proposal for the Northcote Point landing: August 2014

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  • 8/12/2019 SkyPath latest proposal for the Northcote Point landing: August 2014

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    SKYPATH -PHOTOMONTAGES 05SkyPath | 15.07.2014 43

    Existing View

    10 View of Northern Landing

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    Existing View

    09 View of Northern Landing

    PHOTOMONTAGESSkyPath | 15.07.2014 42

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    08 View of Northern Landing

    Existing View

    PHOTOMONTAGESSkyPath | 15.07.2014 41

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    TIMBER HANDRAIL 900mmABOVE DECK LEVEL FIXED TOBRACKETS IN STEEL ARCHES

    650mm DIA.CONCRETE

    COLUMN - HEIGHTVARIES

    SCULPTURAL FABRICAND STEEL

    ARCHWAYS TO BECO-ORDINATED WITH

    ARTIST AND PROJECT

    ENGINEER

    TOP OF ARCHWAYHEIGHT TO VARY + / -

    250mm

    COLUMN TO HAVEDECORATIVE

    TRADITIONAL CARVINGTO ARTIST'S

    SPECIFICATIONS

    150mm THICKCONCRETE DECK

    900

    4500

    CONCRETE CAPITAL

    610 UB STEEL SUPPORTBEAMS

    2350mm SQ x 450mmDEEP CONC. PAD

    750mm DIA CONC PILES

    VARIES

    -2.7mM

    IN

    100

    4200

    4000

    SCULPTURAL FABRIC AND STEEL

    ARCHWAYS TO BE CO-ORDINATEDWITH ARTIST AND PROJECTENGINEER. ENSURE CYCLING /PEDESTRIAN SIGHT LINES ARECONSIDERED FOR SAFE STOPPING

    DISTANCES

    STEEL FRAMED MESHCLADDING REFER TO

    LAYOUT PLAN FORLOCATIONS

    TIMBER HANDRAIL 900mm ABOVEDECK LEVEL FIXED TO BRACKETS IN

    STEEL ARCHES

    650mm DIA. CONCRETE

    COLUMN - HEIGHT VARIES /ALT. COMPOSITE DECK ONCOMPOSITE COLUMNS

    COLUMN TO HAVEDECORATIVE

    TRADITIONAL CARVINGTO ARTIST'S

    SPECIFICATIONS

    CONCRETE DECK

    REFER TO PLAN FOR LOCATION WHERESTANDARD MESH TRANSITIONS INTO

    SCULPTURAL MESH

    COLUMNS AT 16.5mSPACINGS

    CONCRETE CAPITAL

    610 UB STEEL SUPPORTBEAMS

    2350mm SQ x 450mmDEEP CONC. PAD

    750mm DIA CONC PILES

    STEEL MID SPAN SUPPORTFOR MESH CLADDING

    DONOT SCALE.

    CONTRACTOR MUST VERIFY ALLDIMENSIONS ON SITE

    BEFORE COMMENCINGANY WORK

    COPYRIGHT RESET URBAN DESIGN LTD

    NORTH

    JOB NUMBER DRAWING NUMBERREVISION

    APPROVED BY DATE

    DRAWN BY

    DESIGNED BY SCALE

    TITLE

    PROJECT

    SKYPATH

    NORTHERN LANDINGSkypath Landing Detail Section1:50@ A3

    2719 DD SE06

    TEAM

    AN

    GFISSUEDFOR

    CLIENT

    ARESOURCE CONSENT30.06.14

    AUCKLAND HARBOUR PATHWAY TRUST

    RESET URBAN DESIGN LTD.

    POBOX 106594AUCKLAND CITY

    LEVEL1 SHED 20PRINCE'S WHARF

    AUCKLAND NEW ZEALAND

    t + 64 ( 0) 9 30 2 00 25

    w w w w. r es e tu r ba n .c o .n z

    No. Revision DateAppdChkBy

    A RESOURCE CONSENT AN GF GF 30.06.14

    KEY

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    GL21.01

    RL27.00

    4000SKYPATH

    AUCKLAND HARBOUR

    BRIDGE CARRIAGEWAY

    2350mm SQ x 450mm

    DEEP CONC. PAD

    HANDRAIL

    SPEED TABLE FOR

    PEDESTRIAN ACCESS

    TO STOKES POINTSTOKES POINT RESERVE

    650mm DIA.

    CONCRETE

    COLUMN

    TURNSTILES AT SKYPATH ENTRY750mm DIA CONC PILES

    3000

    MAX.

    13mM

    AX.

    VARIES

    4000

    SKYPATH

    MESH SCREEN & STEEL

    ARCHWAYS AT SKYPATH

    LANDING

    TOTARA SCREEN

    VERTICAL ARTWORK

    MOUNTED TO EXISTING

    BRACED SUPPORTS

    RL21.42

    STEEL FRAMED MESH

    CLADDING TO LOWER

    SECTION OF SKYPATH

    SCULPTURAL MESH

    AND STEEL

    ARCHWAYS TO UPPER

    SECTION OF SKYPATH

    DONOT SCALE.

    CONTRACTOR MUST VERIFY ALLDIMENSIONS ON SITE

    BEFORE COMMENCINGANY WORK

    COPYRIGHT RESET URBAN DESIGN LTD

    NORTH

    JOB NUMBER DRAWING NUMBERREVISION

    APPROVED BY DATE

    DRAWN BY

    DESIGNED BY SCALE

    TITLE

    PROJECT

    SKYPATH

    NORTHERN LANDINGCross Section C-C1:200 @ A3

    2719 DD SE05

    TEAM

    AN

    GFISSUEDFOR

    CLIENT

    BRESOURCE CONSENT30.06.14

    AUCKLAND HARBOUR PATHWAY TRUST

    RESET URBAN DESIGN LTD.

    POBOX 106594AUCKLAND CITY

    LEVEL1 SHED 20PRINCE'S WHARF

    AUCKLAND NEW ZEALAND

    t + 64 ( 0) 9 30 2 00 25w w w w. r es e tu r ba n .c o .n z

    No. Revision DateAppdChkBy

    A FOR IFORMATION AN GF GF 03.06.14

    KEY

    B RESOURCE CONSENT AN GF GF 30.06.14

    CC

    INDEX

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    FL 21.01

    AUCKLAND HARBOURBRIDGE CARRIAGEWAY

    650mm DIA. CONCRETE

    COLUMNS TO BE INSTALLED IN SAMEALIGNMENT AS EXISTING BRIDGE

    SUPPORTS WHERE POSSIBLE

    MESH SCREEN & STEELARCHWAYS AT SKYPATH LANDING

    TOTARA SCREEN

    SCULPTURAL MESH AND STEELARCHWAYS TO UPPER SECTION

    OF SKYPATH

    TURN STYLES AT ENTRANCE TO

    SKYPATH

    SKYPATH GATEWAY

    FL 24.50

    FL 31.44

    FL 29.50

    STEEL FRAMED MESH CLADDINGTO UPPER SECTION OF

    SKYPATH

    RAMPGRADEAT5.4%

    COLUMN WITH EXTENDED

    SUPPORT ARM

    RAMPGRADEAT5%

    DONOT SCALE.

    CONTRACTOR MUST VERIFY ALLDIMENSIONS ON SITE

    BEFORE COMMENCINGANY WORK

    COPYRIGHT RESET URBAN DESIGN LTD

    NORTH

    JOB NU MBER DRAWING NUMBERREVISION

    APPROVED BY DATE

    DRAWN BY

    DESIGNED BY SCALE

    TITLE

    PROJECT

    SKYPATH

    NORTHERN LANDINGLONG SECTION1:400 @ A3

    2719 DD SE04

    TEAM

    AN

    GFISSUEDFOR

    CLIENT

    BRESOURCE CONSENT30.06.14

    AUCKLAND HARBOUR PATHWAY TRUST

    RESET URBAN DESIGN LTD.

    POBOX 106594AUCKLAND CITY

    LEVEL1SHED 20PRINCE'S WHARFAUCKLAND NEW ZEALAND

    t + 64 ( 0) 9 30 2 00 25

    w w w w. r es e tu r ba n .c o .n z

    No. Revision DateAppdChkBy

    A FOR INFORMATION AN GF GF 09.06.14

    KEY

    B RESOURCE CONSENT AN GF GF 30.06.14