appendix b: general arangement plans · stage 1 huapai to waimauku general arrangement plan sheet 4...

SAFE ROADS November 2019 70

APPENDIX B – GENERAL ARRANGEMENT PLANS

EDGE OF FOOTPATH

A-

TYPICAL CROSS SECTION THROUGH PRAM CROSSINGSCALE 1:25

NO LIP. MAINTAIN COMMON SURFACENO PONDING - AVOID LOW POINTS

ROAD PAVEMENT

FOOTPATH

FALL: 1 IN 8 MIN

CONTRASTING SURFACE FINISHTACTILE WARNING INDICATORS

SM2 KERB AND CHANNEL

2000mmWIDTH TO MATCH

PEDESTRIAN CROSSING WIDTH

600

CONTRASTING SURFACE FINISH WITHTACTILE WARNING INDICATORS (DIRECTIONOF OPPOSITE PRAM CROSSING)

600

B-

TYPICAL FINISH TO KERB RAMPSSCALE 1:50

2000m (MIN.)

600m

(MIN

.)30

0m

FOOT

PATH

WID

TH V

ARIE

S30

00mm

(MIN

.)

CONT

INUO

US A

CCES

SIBL

EPA

TH O

F TR

AVEL

FALL

FALL

600m TYP.

1100

m (M

IN.)

LIP OF CHANNEL

FACE OF KERB

TACTILES / WARNING INDICATORSINSTALL AS PER RTS-14

EDGE OF FOOTPATH

PRAM CROSSING WITH TACTILE WARNING INDICATORNTS

300mm

300m

m

BASE SURFACE

4-5m

mØ35±1mm

Ø25±1mm

15±1mm50±1mm7±1mm

UPPER

SLOPE

TYPICAL DETAIL OF TACTILE GROUNDSURFACE INDICATORS (TGSI)NTS

PLAN

1-

1-

SECTIONNTS

ROAD / RAIL DESIGNATION BOUNDARY

ORIGINAL DRAWING

IN COLOUR

No. AppdRevision By Chk Date

DO NOT SCALE

* Refer to Revision 1 for Original Signature

Scale (A3)

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Original DesignConstruction*

Date

Approved For Project:

IF IN DOUBT ASK.

Title: Status.

Rev.

Drawing Plotted: 27 Nov 2019 9:12 a.m.

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SH16 - SAFETY IMPROVEMENTSSTAGE 1

HUAPAI TO WAIMAUKU

GENERAL ARRANGEMENT PLANLEGEND AND GENERAL NOTES

FOR TENDER

SR1003 01 VE 1200 0NTS

JZ 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-

-0 FOR TENDER VDLT CH LDB 14.06.19

LEGEND

PROPERTY NUMBER

CHAINAGE

ROUTE POSITION (RP)

196700

016-0019-B/6.5

RTW NEW RETAINING WALL

PROPOSED LIGHT POLE

EXISTING GUARDRAIL TO BE RETAINED

PROPOSED TL-4 W-SECTION BARRIER

WR4

W-S4

T-B4

PROPOSED TL-4 WIRE ROPE BARRIER

PROPOSED THRIE BEAM BARRIER

W-SECTION BARRIER LEADING TERMINAL

W-SECTION BARRIER TRAILING TERMINAL

WIRE ROPE BARRIER TERMINAL ANCHOR

NEW STORMWATER MANHOLENEW CATCHPIT

NEW PRAM CROSSING

NEW CONCRETE FOOTPATH

EXISTING ROAD SIGN TO BE RETAINED

NEW ROAD SIGN

PROPOSED KERB AND CHANNEL

PROPOSED KERB AND NIB

EXISTING PROPERTY BOUNDARY

499

PROPOSED V-DISH CHANNEL

T-B4 EXISTING THRIE BEAM BARRIER TO BE RETAINED

NEW STOCK FENCE, REFER TO ACCOMMODATION WORK// // //

NEW TIMBER FENCE, REFER TO ACCOMMODATION WORKDRAWINGS

DRAWINGS

SURVEY DATUM:COORDINATES ARE IN TERMS OF NZTM CIRCUIT.LEVELS ARE IN TERMS OF NZVD2016.ORIGIN: B34W 5930196.130mN, 1731579.180mE, 55.1164mRL

EXTE

NT O

F W

ORKS

EXTENT OF WORKS

6.7

6.6

016-0019-B/6.5

6.4

196550

196600 196700

N NN N

407

393

4

401

396

10

6

7

5

2

3

4

391

1399

3

2

68

5

395

397

405

390

TRIGG RD

STATION RD

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


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Title: Status.

Rev.


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HUAPAI TO WAIMAUKU

GENERAL ARRANGEMENT PLANSHEET 1 OF 11

FOR TENDER

SR1003 01 VE 1201 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-


NOTES:1. REFER TO SR1003-01-VE-1200 FOR

LEGEND AND GENERAL NOTES

( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

NEW MAIN TURNAROUND FACILITY.FOR DIMENSION DETAILS REFER TODWG SR1003-01-VE-1601.

EXISTING BUS STOP (WESTBOUND)TO BE RETAINED.

EXISTING BUS STOP (EASTBOUND)TO BE RETAINED.

TIE NEW CARRIAGEWAYINTO EXISTING

NEW PLANTED ISLANDREFER TO LANDSCAPE PLANS

AutoCAD SHX Text

MATCHLINE-REFER TO SHEET 2

7.1

016-0019-B/7

6.9

6.8

196800

196900

197000

NN

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

NN

51

50

529

N

KEY PLAN

12

3 4 5 6 7 8 9 1012

11

N


12

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


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Title: Status.

Rev.


Drawing No.

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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1202 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU1

CE-1301

NEW MAIN TURNAROUND FACILITY.FOR DIMENSION DETAILS REFER TODWG SR1003-01-VE-1601.

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATION WORKSDWG SR1003-01-VE-8010 NEW SPEED THRESHOLD.

REFER TO ROAD MARKINGAND SIGNAGE DRAWINGS TIE NEW KERB AND

CHANNEL INTO EXISTING

AutoCAD SHX Text


AutoCAD SHX Text


7.4

7.3

7.27.1

197100

197200

197300

197400

N

N

T-B4 T-B4 T-B4 W-S4 W-S4

W-S4 W-S4 W-S4 W-S4 W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

T-B4 T-B4

N

N

583

573

50

46

551

// ////

////

N

KEY PLAN

12

3 4 5 6 7 8 9 1012

11

N


12

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


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Title: Status.

Rev.


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STAGE 1HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1203 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

WIDENED KUMEU NO.2 (COOPERSCREEK) BRIDGE. REFER TO DWGSR1003-01-SE-4001 TO 4003 FORDETAILS; BARRIER TRANSITION (WRSBTO THRIE-BEAM) ARRANGEMENTREFER TO DWG SR1003-01-VE-2952.

NEW MAINTENANCE BAY FOR KUMEUNO.2 (COOPERS CREEK) BRIDGE.FOR DETAILS REFER TO DWGSR1003-01-VE-1905.

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATIONWORKS DWG SR1003-01-VE-8020 DRIVEWAY RECONSTRUCTION

TO COMPLY WITH DIAGRAM D(5m 1:10 TAPER SHOULDERENTRY). REFER TOACCOMMODATION WORKSDWG SR1003-01-VE-8025.

TREES REMOVED BY PROPERTYOWNER DUE TO OVERHEADPOWER LINES OBSTRUCTION

WIRE ROPE BARRIER OVERLAPPINGEND TERMINAL. REFER TO DWGSR1003-01-VE-2954

AutoCAD SHX Text


AutoCAD SHX Text


7.8

7.7

7.6

016-0019-B/7.5

197500

197600

197700

197800

N

N

W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4W-S4

W-S4

W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4W-S4

W-S4W-S4

W-S4W-S4

W-S4W-S4

W-S4W-S4

W-S4W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4WR4

WR4WR4

WR4WR4

WR4WR4

WR4WR4

WR4WR4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4FF4

FF4FF4

FF4

N

N

583

609

29

32

587

601

31

//

//

// //

//

//

//

//

//////////////////////////

////

////

//

RTW RTW

RTW RTW RTW RTW RTW RTW RTW RTW RTW RTW RTW RTW

RTW

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


DO NOT SCALE


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Title: Status.

Rev.


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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1204 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16TO HUAPAI

TO WAIMAUKU

NEW INTERMEDIATE TURNAROUNDFACILITY. FOR DIMENSION DETAILS REFER TODWG SR1003-01-VE-1602.

2CE-1302

NEW RETAINING WALL RW-02UP TO 4m HIGHDETAILS REFER DWGSR1003-01-GE-5021

NEW RETAINING WALL RW-03 UP TO 2m HIGHDETAILS REFER DWG SR1003-01-GE-5031

COOPERS CREEK WINERY

THE TASTING SHED

NEW RETAINING WALL RW-04 UP TO 2m HIGHDETAILS REFER DWG SR1003-01-GE-5041

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATION WORKSDWG SR1003-01-VE-8030

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATION WORKS DWGSR1003-01-VE-8045

NEW ACCESS TO PADDOCK

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATIONWORKS DWG SR1003-01-VE-8040

APPROACH SHOULDERWIDENED TO 25m

TREES REMOVED BY KIWI RAIL

SHOULDER APPROACH TODRIVEWAY TO NO. 601 WIDENEDTO 2.5m TO COMPLY WITHDIAGRAM E ARRANGEMENT

WIRE ROPE BARRIEROVERLAPPING ENDTERMINAL. REFER TODWG SR1003-01-VE-2954

AutoCAD SHX Text


AutoCAD SHX Text


8.1

016-0019-B/8

7.9

7.8

197800

197900

198000

198100

N N

W-S4W-S4

W-S4W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

WR4WR4

WR4WR4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

N N

653

619643

623

647

631

641

//

////

//

//// // // // // //

//////////////

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


DO NOT SCALE


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Date


IF IN DOUBT ASK.

Title: Status.

Rev.


Drawing No.

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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1205 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

NEW INTERMEDIATE TURNAROUNDFACILITY. FOR DIMENSION DETAILS REFERTO DWG SR1003-01-VE-1603.



TIE EXISTING VEHICLE ENTRANCEINTO NEW SHOULDER EDGE LEVELS


AutoCAD SHX Text


AutoCAD SHX Text


016-0019-B/8.5

8.48.3

8.2

EXTENT OF WORKS

198200

198300

198400

198500

NN

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4W-S4

NN

665

402

653

411

677

MATU

A RD

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


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Title: Status.

Rev.


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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1206 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TOHUAPAI

TO WAIMAUKU

NEW MATUA RD INTERSECTIONCONFIGURATION. FORDIMENSION DETAILS REFER TODWG SR1003-01-VE-1604. 3

CE-1303

EXISTING BUS STOP(WESTBOUND) TO BE RETAINED

NEWTRAFFIC ISLAND

SIGHT DISTANCE BENCH

AutoCAD SHX Text


AutoCAD SHX Text


EXTENT OF WORKS

8.8

8.7

8.6

016-0019-B/8.5

198500

198600

198700

198800

N

N

W-S4W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

T-B4 T-B4 T-B4 T-B4

N

N

693

727

695

392

23

// // // ////

//

////

////

//

//

//

////

FOST

ER R

D

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1207 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

WIDENED BERRY BRIDGEREFER TO STRUCTURAL DRAWINGSSR1003-01-SE-4101 TO 4103 FORDETAILS. FOR BARRIER TRANSITION(WRSB TO BRIDGEBARRIER)ARRANGEMENT DETAILSREFER TO SR1003-01-VE-2955.

NEW MAIN TURNAROUND FACILITYAT FOSTER ROAD. FOR DIMENSIONDETAILS REFER TO DRAWINGSR1003-01-VE-1606.

NEW BERRY BRIDGE MAINTENANCE BAY.REFER TO TYPICAL DETAIL DRAWINGSR1003-01-VE-1905.

NEW FOSTER RD INTERSECTIONFOR CONFIGURATIONDIMENSION DETAILS REFER TODWG SR1003-01-VE-1605.

REFER TO ACCOMMODATIONWORKS DWG SR1003-01-VE-8100.

NEW PLANTED ISLAND REFERTO LANDSCAPE PLANS.

MAINTENANCEHARDSTAND

AutoCAD SHX Text


AutoCAD SHX Text


9.2

9.1

016-0019-B/9

8.9

198900

199000

199100

199200

NN

W-S4 W-S4 W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

NN

745

745A

726

727

751

741

733

728

757 ////////

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

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FOR TENDER

SR1003 01 VE 1208 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16


TO WAIMAUKU

TIE EXISTING VEHICLEENTRANCE INTO NEWSHOULDER EDGE LEVELS

AutoCAD SHX Text


AutoCAD SHX Text


EXTENT OF WORKS

016-

0019

-B/9.

5

9.4

9.3

9.2

199200

199300

199400

199500

N N

W-S4 W-S4 W-S4

W-S4 W-S4

W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

N N

771

761

791

12

779

763

6

757 ////////////////////

//////

////////////

////////////////////

JOYC

E AD

AMS

PL

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


DO NOT SCALE


Scale (A3)

Dwg Check

Dsg Verifier

Drawn


Date


IF IN DOUBT ASK.

Title: Status.

Rev.


Drawing No.

Docu

ment

No.

S:\A

uckla

nd-N

orthl

and\S

H16 -

Brig

ham

Cree

k to W

aimau

ku\00

Dra

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s\B P

re-im

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- VE

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TITLE SHEET VER 4

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- - -

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SCAL

E FO

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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1209 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

4CE-1304



DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATIONWORKS DWG SR1003-01-VE-8155)

3.0m WIDE SHOULDER WIDENINGADJACENT TO INTERSECTION.REFER TO DETAILED CROSSSECTIONS DWG. SR1003-01-VE-1412.

AutoCAD SHX Text


AutoCAD SHX Text


EXTENT OF WORKS

9.99.89.7

9.6

199600

199700

199800

199900

NN

W-S4 W-S4 W-S4 W-S4W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4 W-S4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

WR4

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

WR4 WR4

NN

5

11

805

791815

825

// //

//

JOYC

E AD

AMS

PL

RTW RTW RTW RTW RTW RTW

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


DO NOT SCALE


Scale (A3)

Dwg Check

Dsg Verifier

Drawn


Date


IF IN DOUBT ASK.

Title: Status.

Rev.


Drawing No.

Docu

ment

No.

S:\A

uckla

nd-N

orthl

and\S

H16 -

Brig

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k to W

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SCAL

E FO

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HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1210 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16


TO WAIMAUKU5

CE-1305

DRIVEWAY RECONSTRUCTIONREFER TO ACCOMMODATIONWORKS DWGSR1003-01-VE-8165

NEW JOYCE ADAMS PLINTERSECTIONCONFIGURATION. FORDIMENSION DETAILS REFER TODWG SR1001-01-VE-1607

RELOCATED MALBOXES TO BE AGREED WITH THEENGINEER AND PROPERTY OWNER ON SITE.

NEW RETAINING WALL RW-06 UP TO 3m HIGH.DETAILS REFER DWG SR1003-01-GE-5061

2.5m WIDE SHOULDER WIDENINGADJACENT TO INTERSECTION.REFER TO DETAILED CROSSSECTIONS DWG. SR1003-01-VE-1413.

AutoCAD SHX Text


AutoCAD SHX Text


EXTENT OF WORKS

EXTENT OF WORKS

EXTENT OF WORKS

10.2

10.1

016-0019-B/10

9.9199900

200000

200100

200200

N

WR4 WR4 WR4 WR4 WR4 WR4 WR4 WR4

N

6

851

1

811

855

6

4

3

831

853

2

4

10

WINTOUR

RD

CLOVERFIELD

S DR

FACTORY RD

N

KEY PLAN

12

3 4 5 6 7 8 9 10 11

0

1:1000 (A3)

60m4020

ORIGINAL DRAWING

IN COLOUR


DO NOT SCALE


Scale (A3)

Dwg Check

Dsg Verifier

Drawn


Date


IF IN DOUBT ASK.

Title: Status.

Rev.


Drawing No.

Docu

ment

No.

S:\A

uckla

nd-N

orthl

and\S

H16 -

Brig

ham

Cree

k to W

aimau

ku\00

Dra

wing

s\B P

re-im

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n\CAD

- VE

\SR1

003-

01-V

E-12

01-1

212.d

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TITLE SHEET VER 4

c co

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ht

- - -

010

0mm

SCAL

E FO

R VA

LIDAT

ING

SIZE

OF

A3 P

LOT

ONLY


HUAPAI TO WAIMAUKU


FOR TENDER

SR1003 01 VE 1211 01:1000

AH 26.04.19VDLT 26.04.19CH 26.04.19AH 26.04.19

-




( )WEST BOUND SH16

( )EAST BOUND SH16

TO HUAPAI

TO WAIMAUKU

EXISTING BUS STOP (EASTBOUND)TO BE RETAINED.

EXISTING BUS STOP(WESTBOUND) TO BE RETAINED.

6CE-1306 7

CE-1307

NEW PEDESTRIAN CROSSING ANDASSOCIATED PRAM CROSSINGS.DIMENSION DETAILS REFER TODWG SR1003-01-VE-1609

NEW CONCRETEFOOTPATH TO TIE INTOEXISTING DRIVEWAYTAPER

EXISTING GUARDRAILTO BE RETAINED

NEW WINTOUR RD INTERSECTIONCONFIGURATION. FOR DIMENSIONDETAILS REFER TO DWGSR1003-01-VE-1608

NEW 2m WIDECONCRETEFOOTPATH

NEW 2m WIDE CONCRETE FOOTPATHTO TIE INTO EXISTING FOOTPATH

NEW CONCRETE FOOTPATH TOTERMINATE AT NEW PRAM CROSSING

NEW CONCRETEFOOTPATH TO TIEINTO EXISTINGFOOTPATH

AutoCAD SHX Text


appendix b: general arangement plans · stage 1 huapai to waimauku general arrangement plan sheet 4...

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