SEAVIEW WWTP SECONDARY OUTFALL WAIWHETU STREAM …
Transcript of SEAVIEW WWTP SECONDARY OUTFALL WAIWHETU STREAM …
SCALE 1:1000 AT ORIGINAL SIZE
20100 40 50m30
ORIGINAL DRAWING
IN COLOUR
RESOURCE CONSENT
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)
Scale (A3)Reduced
*Dwg Check
*Dsg Verifier
Drawn
Original Design
Date
*Approved Client: Project: Title:
Drawing No.
Discipline
Docu
ment
No.
Rev.
Drawing Plotted: 02 Oct 2017 1:39 p.m.
8050
9150
-01-
001-
C001
.DW
GDo
cume
nt Pa
th:C:
\PW
WOR
KDIR
\AP_
PROJ
ECTS
01\D
MS89
162
0mm
30
10
20
40
A3 R
EPRO
DUCT
ION
SCAL
E
50
60
20
40
80
100
0mm
A1 R
EPRO
DUCT
ION
SCAL
E
Plotted By: Hunt, Jim
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
W
A
I
W
H
E
T
U
S
T
R
E
A
M
HU
TT
R
IV
ER
M
OU
TH
PO
RT
R
OA
D
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
US
RESO
URC
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
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
400V
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
11kV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
-2.0
-1.0
0.0
1.02.0
-1.0
0.0
1.0
SW SW SW SW SW SW SW SW SW SW SW SW
ROAD
RES
ERVE
BOUN
DARY
LAT
- SEA
BED
INTE
RSEC
TION
MSL (2012) 0.17
LAT -0.525
HAT 0.965
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
9150
-01-
001-
C101
.DW
GDo
cume
nt Pa
th:C:
\PW
WOR
KDIR
\AP_
PROJ
ECTS
01\D
MS89
162
0mm
30
10
20
40
A3 R
EPRO
DUCT
ION
SCAL
E
50
60
20
40
80
100
0mm
A1 R
EPRO
DUCT
ION
SCAL
E
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
R
T
R
O
A
D
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
T
T
R
I
V
E
R
M
O
U
T
H
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
-01-
001-
C102
.DW
GDo
cume
nt Pa
th:C:
\PW
WOR
KDIR
\AP_
PROJ
ECTS
01\D
MS89
162
0mm
30
10
20
40
A3 R
EPRO
DUCT
ION
SCAL
E
50
60
20
40
80
100
0mm
A1 R
EPRO
DUCT
ION
SCAL
E
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