SCALE 1:1000 AT ORIGINAL SIZE

20100 40 50m30

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IN COLOUR

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NOT FOR CONSTRUCTION

80509150-01-001-C001 A

COVER SHEETDRAWING REGISTER AND TRANSMITTAL

LOCALITY PLAN

CIVILSEAVIEW WWTP SECONDARY OUTFALLWAIWHETU STREAM MOUTHAS SHOWN

1/2 SHOWN

James Mabin 09/17Jim Hunt 09/17

No. AppdRevision By Chk Date

DO NOT SCALE - IF IN DOUBT ASK

*Name Produced through Projectwise Signoff

Scale (A1)

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Date

*Approved Client: Project: Title:

Drawing No.

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Drawing Plotted: 02 Oct 2017 1:39 p.m.

8050

9150

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Drawing Originator

DRAWING REGISTER, DISTRIBUTION AND TRANSMITTAL

SEAVIEW WWTP SECONDARY OUTFALLWAIWHETU STREAM MOUTH

COPYRIGHT C 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.

Level 13, 80 The TerraceWellington 6011T 64 4 381 6700

PROPOSED SECONDARY

OUTFALL EXTENSION

INTO HUTT RIVER MOUTH

LOCALITY PLAN1:1000

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EXISTING SECONDARY

OUTFALL INTO

WAIWHETU STREAM

DISTRIBUTION NUMBER OF COPIESMWH James Mabin 1

PEER REVIEWCLIENT WELLINGTON WATER LTD

CONTRACTOR company/nameDRAWING ISSUE STATUS OPTIONS:

FOR INFORMATION ONLYFOR APPROVAL

FOR TENDER ONLYNOT FOR CONSTRUCTION

ISSUED FOR CONSTRUCTIONAS BUILT (CONSTRUCTION RECORD) IS

SUE

STAT

US

RESO

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ECO

NSE

NT

- - - - - - -

DRAWING PRINT SIZE: A3

DD 19CAD FILEREFERENCE: 80509150-01-001-C001

MM 9

DRAWING NUMBER DRAWING TITLE YY 17

80509150-01-001-C001 COVER SHEET, DRAWING REGISTER ANDTRANSMITTAL, LOCATION PLAN A

80509150-01-001-C101 PLAN VIEW ON OUTFALL WITHLONGITUDINAL SECTION A

80509150-01-001-C102 TYPICAL CROSS SECTION A

A RESOURCE CONSENT JH JM

SW

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IL -1.000

A C102

PLAN VIEW ON OUTFALL1:200 (A1) 1:400 (A3)

0

SCALE 1:50 AT ORIGINAL SIZE

0.5 2.0 2.5m1.51.0

ORIGINAL DRAWING

IN COLOUR

RESOURCE CONSENT

NOT FOR CONSTRUCTION

80509150-01-001-C101 A

PLAN VIEW ON OUTFALLWITH LONGITUDINAL SECTION CIVILSEAVIEW WWTP SECONDARY OUTFALL

WAIWHETU STREAM MOUTHAS SHOWN

1/2 SHOWN

James Mabin 09/17Jim Hunt 09/17

No. AppdRevision By Chk Date

DO NOT SCALE - IF IN DOUBT ASK

*Name Produced through Projectwise Signoff

Scale (A1)

Scale (A3)Reduced

*Dwg Check

*Dsg Verifier

Drawn

Original Design

Date

*Approved Client: Project: Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 05 Oct 2017 3:49 p.m.

8050

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Plotted By: Hunt, Jim

Drawing Originator

COPYRIGHT C 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.

Level 13, 80 The TerraceWellington 6011T 64 4 381 6700

END OF OUTFALL(APPROX 10m ALONG PIPECENTRELINE FROM LAT)

P

O

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A

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0 2 8 10m64

SCALE 1:200 AT ORIGINAL SIZE

2

1

DN1600 RC PIPE ATAPPROXIMATEGRADE OF 1 IN 330

SURGE CHAMBER WITHVENTILATION PIPE. SIZE ANDLOCATION TO BE CONFIRMED

APPROXIMATE EXTENTOF ROCK RIP RAP WITH1 IN 2 GRADE TO SEA BED

SURGE CHAMBER WITHVENTILATION PIPE. SIZE ANDLOCATION TO BE CONFIRMED

WAIWHETU STREAM

H

U

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R

I

V

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M

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NEW DN1600 RC PIPEWITH RC SURROUND

ROAD RESERVE BOUNDARY

INFILL ROCK RIP RAPWITH 1 IN 2 GRADETOEXISTING SEA BED

COMPACTEDGRANULAR FILL

APPROXIMATE EXTENT OFROCK RIP RAP INFILL WITH1 IN 2 GRADE TO SEA BED

2.30

A RESOURCE CONSENT JH JM

BACKFILL TRENCH TO WW REGIONALSTANDARD FOR WATER SERVICESREQUIREMENTS WITH TOP 150mmREINSTATED TO MATCH EXISTING SURROUNDS

NOTES1. COORDINATES ARE IN TERMS OF NZTM.

2. HEIGHTS ARE IN TERMS OF WELLINGTON VERTICAL DATUM 1953.

3. PARCEL BOUNDARY INFORMATION SOURCED FROM LAND INFORMATION NEW ZEALAND'SDATA. CROWN COPYRIGHT RESERVED.

4. EXISTING RIVERBED LEVELS HAVE BEEN SOURCED FROM GWRC BATHYMETRIC SURVEYNOVEMBER 2013.

5. EXISTING CONTOURS SHOWN HAVE BEEN DERIVED FROM THE BATHYMETRIC SURVEY ANDARE APPROXIMATE ONLY.

6. PIPES, CABLES AND OTHER UTILITIES, FOUNDATIONS, LEVELS, REFERENCE MARKS ANDOTHER OBSTRUCTIONS INDICATED ON THIS DRAWING ARE BASED ONLY ON READILYAVAILABLE RECORD PLANS AND OTHER INFORMATION. THIS INFORMATION MAY NOT BECOMPLETE, ACCURATE NOR UP TO DATE. PRIOR TO CARRYING OUT ANY EXCAVATION OROTHER PHYSICAL WORK, CONTRACTORS SHALL OBTAIN THE LATEST INFORMATION FROMUTILITY PROVIDERS AND CARRY OUT DETAILED EXPLORATORY WORK, TRACING,LOCATING, PROTECTION, ISOLATION AND ALTERATIONS AS REQUIRED UNDER NZS 3910CLAUSE 5.13.

FALL

HORIZONTAL DEFLECTION TO BRINGPIPE PARALLEL TO BOUNDARY LINEAND AWAY FROM EXISTING BRIDGE.DEFLECTION TO BE MADE USING PIPEJOINTS OVER A SPECIFIED LENGTH TOPIPE MANUFACTURER'S SPECIFICATION

NEW RE-ALIGNED DN600SW OUTFALL PIPE

EXISTING DN600 SWOUTFALL PIPE TO BEABANDONED APPROXIMATE EXTENT OF ROCK

RIP RAP WITH 1 IN 2 GRADE TOSEA BED WITH OUTFALLALIGNMENT ROTATED UPSTREAM

SECTION AC101

300 M

IN

0 2.5 10 12.5m7.55

SCALE 1:250 AT ORIGINAL SIZE

ORIGINAL DRAWING

IN COLOUR

RESOURCE CONSENT

NOT FOR CONSTRUCTION

80509150-01-001-C102 ATYPICAL CROSS SECTION CIVILSEAVIEW WWTP SECONDARY OUTFALL

WAIWHETU STREAM MOUTHAS SHOWN

1/2 SHOWN

James Mabin 09/17Jim Hunt 09/17

No. AppdRevision By Chk Date

DO NOT SCALE - IF IN DOUBT ASK

*Name Produced through Projectwise Signoff

Scale (A1)

Scale (A3)Reduced

*Dwg Check

*Dsg Verifier

Drawn

Original Design

Date

*Approved Client: Project: Title:

Drawing No.

Discipline

Docu

ment

No.

Rev.

Drawing Plotted: 04 Oct 2017 11:06 a.m.

8050

9150

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Plotted By: Hunt, Jim

Drawing Originator

A RESOURCE CONSENT JH JM

COPYRIGHT C 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.

Level 13, 80 The TerraceWellington 6011T 64 4 381 6700

21

ROCK RIP RAP INFILL

SHEET PILE(FOUNDATION DEPTHTO BE CONFIRMED)

BEDDING LAYER ONGEOTEXTILE

DN1600 RC PIPE WITHRC SURROUND

COMPACTEDGRANULAR FILL

ROCK RIP RAP

TYPICAL CROSS SECTION 1:50 (A1) 1:100 (A3)

EXISTING SEA BEDPROFILE

FALL

NEW RE-ALIGNED DN600 SWOUTFALL PIPE. IL UNKNOWN

PIPE CONSTRUCTION INACCORDANCE WITH AS/NZS 3725:2007AND WELLINGTON WATERSPECIFICATION FOR RIGID PIPES