SCALE 1:1000 AT ORIGINAL SIZE 20 10 0 40 50m 30 ORIGINAL DRAWING IN COLOUR RESOURCE CONSENT NOT FOR CONSTRUCTION 80509150-01-001-C001 A COVER SHEET DRAWING REGISTER AND TRANSMITTAL LOCALITY PLAN CIVIL SEAVIEW WWTP SECONDARY OUTFALL WAIWHETU STREAM MOUTH AS SHOWN 1/2 SHOWN James Mabin 09/17 Jim Hunt 09/17 No. Appd Revision 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 Document No. Rev. Drawing Plotted: 02 Oct 2017 1:39 p.m. 80509150-01-001-C001.DWG Document Path: C:\PWWORKDIR\AP_PROJECTS01\DMS89162 0mm 30 10 20 40 A3 REPRODUCTION SCALE 50 60 20 40 80 100 0mm A1 REPRODUCTION SCALE Plotted By: Hunt, Jim Drawing Originator DRAWING REGISTER, DISTRIBUTION AND TRANSMITTAL SEAVIEW WWTP SECONDARY OUTFALL WAIWHETU 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 Terrace Wellington 6011 T 64 4 381 6700 PROPOSED SECONDARY OUTFALL EXTENSION INTO HUTT RIVER MOUTH LOCALITY PLAN 1:1000 WAIWHETU STREAM HUTT RIVER MOUTH PORT ROAD GOUGH STREET EXISTING SECONDARY OUTFALL INTO WAIWHETU STREAM DISTRIBUTION NUMBER OF COPIES MWH James Mabin 1 PEER REVIEW CLIENT WELLINGTON WATER LTD CONTRACTOR company/name DRAWING ISSUE STATUS OPTIONS: FOR INFORMATION ONLY FOR APPROVAL FOR TENDER ONLY NOT FOR CONSTRUCTION ISSUED FOR CONSTRUCTION AS BUILT (CONSTRUCTION RECORD) ISSUE STATUS RESOURCE CONSENT - - - - - - - DRAWING PRINT SIZE: A3 DD 19 CAD FILE REFERENCE: 80509150-01-001-C001 M M 9 DRAWING NUMBER DRAWING TITLE YY 17 80509150-01-001-C001 COVER SHEET, DRAWING REGISTER AND TRANSMITTAL, LOCATION PLAN A 80509150-01-001-C101 PLAN VIEW ON OUTFALL WITH LONGITUDINAL SECTION A 80509150-01-001-C102 TYPICAL CROSS SECTION A A RESOURCE CONSENT JH JM
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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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GOUGH STREET
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
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NT
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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
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0
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0.5 2.0 2.5m1.51.0
ORIGINAL DRAWING
IN COLOUR
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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)
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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
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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
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