to whangarei n sh1 waimanu road cwd ......sheet 21 n sh1 kaipara flats road goatley road to...
TRANSCRIPT
SHEE
T 19
N
SH1
TO WHANGAREI
SH1
MAENEENE ROAD
WAIMANU ROAD
CWD
DWD
DWD
DWD DWD
DWD
DWD
DWD
DWD
DWD
DWD
CWD
CWD
DWD DWDDWD
DWDDWD
DWD DWDDWD
DWD
DWD DWD
CWD
CWDCWD
CWD
DWD
DWD
DWD
DWD
DWD
DWD
DWDDWD
CWD
DWD
DWD
DWDDWD
DWD DWD DWDDWD
CWDCWD CWD
1400m
1300m
1200m
1100m
1000m
400m
300m
200m
100m
0m
300m
200m
100m
0m
2480
0m
2510
0m
2500
0m
2490
0m 2470
0m
2460
0m
2450
0m
2440
0m
24300
m
24200
m
24100
m
2400
0m
2390
0m 2380
0m
20 OF 23
CONSTRUCTION WATER MANAGEMENTCONCEPT PLAN
CW-030 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
BRIDGE 20
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:21 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-011-033_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
NOTES1. FOR NOTES AND GENERAL LEGEND, REFER TO DRAWING CW-001.2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION
WATER MANAGEMENT (WAR) DESIGN TECHNICAL REPORT.3. PRIMARY SEDIMENT CONTROL MEASURES WILL BE SRP AND DEB.
HOWEVER CIS AND SSF WILL BE UTILISED AS REQUIRED THROUGHOUTTHE PROJECT ALIGNMENT. DESIGN OF SSF AND CIS ARE CONTAINED INTYPICAL DETAILS CW-072 TO CW-076.
4. EARTHWORKS ACTIVITIES AS PER THE WAR WILL APPLY THROUGHOUTTHE PROJECT.
5. CWD ARE SHOWN ON THE PLANS, HOWEVER THE NEED WILL BEDETERMINED ON SITE AND THROUGH THE CESCP DEVELOPMENT.
6. CATCHMENT AREAS THAT CANNOT BE DIVERTED TO THE SRP WILL BEMANAGED THROUGH CIS, OR FURTHER SRP / DEB WILL BE ESTABLISHED.
SHEE
T 22
SHEE
T 1
N
WOO
DCOC
KS R
OAD
SHEE
T 2
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
1700m
1600m
1500m
1400m
1300m 1200m 1100m 1000m
900m 800m
700m
600m
500m
400m
300m
2300m
2200m
2100m
2000m
1900m
1800m
1700m
1600m
500m
2400m
48500
m
48600
m
48700
m
48800
m
48900
m
49000
m
49100
m
49200m
49300m
1200m
1100m
1000m
900m
2400m
2300m
2200m
2100m
2000m
1900m
1800m
1700m
1600m
1500m
1400m
1300m21 OF 23
CONSTRUCTION WATER MANAGEMENTCONCEPT PLAN
CW-031 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:21 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-011-033_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
WARKWORTH SOUTHBOUND ON-RAMP.USES SOUTHBOUND FORMATION OF P2WK
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
NOTES1. FOR NOTES AND GENERAL LEGEND, REFER TO DRAWING CW-001.2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION
WATER MANAGEMENT (WAR) DESIGN TECHNICAL REPORT.3. PRIMARY SEDIMENT CONTROL MEASURES WILL BE SRP AND DEB.
HOWEVER CIS AND SSF WILL BE UTILISED AS REQUIRED THROUGHOUTTHE PROJECT ALIGNMENT. DESIGN OF SSF AND CIS ARE CONTAINED INTYPICAL DETAILS CW-072 TO CW-076.
4. EARTHWORKS ACTIVITIES AS PER THE WAR WILL APPLY THROUGHOUTTHE PROJECT.
5. CWD ARE SHOWN ON THE PLANS, HOWEVER THE NEED WILL BEDETERMINED ON SITE AND THROUGH THE CESCP DEVELOPMENT.
6. CATCHMENT AREAS THAT CANNOT BE DIVERTED TO THE SRP WILL BEMANAGED THROUGH CIS, OR FURTHER SRP / DEB WILL BE ESTABLISHED.
SHEE
T 21
N
SH1
KAIPARA FLATS ROAD
GOATLEY ROAD
TO W
ARKW
ORTH
2300m
2200m
2100m
2000m
2500m
2400m
2500m
2400m
2300m
2200m
2100m
2000m
22 OF 23
CONSTRUCTION WATER MANAGEMENTCONCEPT PLAN
CW-032 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:22 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-011-033_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
NOTES1. FOR NOTES AND GENERAL LEGEND, REFER TO DRAWING CW-001.2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION
WATER MANAGEMENT (WAR) DESIGN TECHNICAL REPORT.3. PRIMARY SEDIMENT CONTROL MEASURES WILL BE SRP AND DEB.
HOWEVER CIS AND SSF WILL BE UTILISED AS REQUIRED THROUGHOUTTHE PROJECT ALIGNMENT. DESIGN OF SSF AND CIS ARE CONTAINED INTYPICAL DETAILS CW-072 TO CW-076.
4. EARTHWORKS ACTIVITIES AS PER THE WAR WILL APPLY THROUGHOUTTHE PROJECT.
5. CWD ARE SHOWN ON THE PLANS, HOWEVER THE NEED WILL BEDETERMINED ON SITE AND THROUGH THE CESCP DEVELOPMENT.
6. CATCHMENT AREAS THAT CANNOT BE DIVERTED TO THE SRP WILL BEMANAGED THROUGH CIS, OR FURTHER SRP / DEB WILL BE ESTABLISHED.
TO TE HANA
N
SHEET 18
MANGAWHAI ROAD
SH1
DWD
DWD
DWD
DWD
500m
400m
300m
300m
200m
2100m
2000m
1900m
1800m
1700m
1600m
700m
600m 50
0m 400m 30
0m 200m 10
0m 0m
2200m
0m
100m
200m
800m
900m
1000
m
1100
m
23 OF 23
CONSTRUCTION WATER MANAGEMENTCONCEPT PLAN
CW-033 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:23 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-011-033_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
NOTES1. FOR NOTES AND GENERAL LEGEND, REFER TO DRAWING CW-001.2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION
WATER MANAGEMENT (WAR) DESIGN TECHNICAL REPORT.3. PRIMARY SEDIMENT CONTROL MEASURES WILL BE SRP AND DEB.
HOWEVER CIS AND SSF WILL BE UTILISED AS REQUIRED THROUGHOUTTHE PROJECT ALIGNMENT. DESIGN OF SSF AND CIS ARE CONTAINED INTYPICAL DETAILS CW-072 TO CW-076.
4. EARTHWORKS ACTIVITIES AS PER THE WAR WILL APPLY THROUGHOUTTHE PROJECT.
5. CWD ARE SHOWN ON THE PLANS, HOWEVER THE NEED WILL BEDETERMINED ON SITE AND THROUGH THE CESCP DEVELOPMENT.
6. CATCHMENT AREAS THAT CANNOT BE DIVERTED TO THE SRP WILL BEMANAGED THROUGH CIS, OR FURTHER SRP / DEB WILL BE ESTABLISHED.
SSF
SSF
SSF
DWD CHANNEL, IN ACCORDANCEWITH DRAWING CW-073
DWD
DWD
DWD DWD DWD DWD DWD DWD DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWDDWDDWDDWDDWDDWD
DWDDW
D
DWDDW
D
STABILISED ENTRANCE WAY INACCORDANCE WITH DRAWING CW-074(DWD CHANNEL TO BE PIPED UNDER)
ALL RUNOFF TO ENTER SRP AT THIS POINT
NOTES1. CLEAN WATER DIVERSION ESTABLISHED IF NECESSARY.
2. SRP DESIGNED FOR TREATMENT OF CONSTRUCTION RUNOFF AND INTERIMSTORMWATER RUNOFF FROM IMPERVIOUS AREA DURING USE.
3. DECANT DEVICE IN SRP DESIGNED AS PER TP90 FOR EXTENDED DETENTIONOF IMPERVIOUS AREAS.
4. ON COMPLETION OF ESTABLISHMENT EARTHWORKS YARD TO BE FULLYCOVERED WITH 50-100mm OF CLEAN HARDFILL.
FLOW
FLOW
FLOW
FLOW
CHEMICAL DOSING
PROGRESSIVE HARDFILL ASEARTHWORKS PROCEED
SSF IN ACCORDANCEWITH DRAWING CW-075
SRP BASED ON DESIGN OF500m³ PER 1 HA CATCHMENT
1 OF 1
CONSTRUCTION WATER MANAGEMENTCONCEPTUAL CONSTRUCTION YARD LAYOUT
CW-071 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:32 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-071_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
1
2 OR 3
T-BAR DECANT
1200mm DIAOUTLET MANHOLE
POINT FROM WHERE DECANTSCAN BE MANUALLY RAISED ORLOWERED BY THE PULLEY SYSTEM
POINT FROM WHERE DECANTSCAN BE MANUALLY RAISED ORLOWERED BY THE PULLEY SYSTEM
ALL PIPE TO BE 50mm DIA,5mm THICK GALV STEEL
2 FLEXIBLE JOINTS WITH STEELBANDS WITH PK SCREWS
ELEVATIONDECANT PULLEY SYSTEM
NTS
PLAN
PINNED GEOTEXTILE OVERLAID WITHINLARGE ROCK TO BREAK UP FLOW. WHENDISCHARGING TO LAND, GRASS BUFFERZONE POLISHES DISCHARGE.
OPEN MANHOLE RISERTO ACT AS PRIMARYSPILLWAY
ALL BARE SURFACESTO BE STABILISEDWITH VEGETATION
EXTRA CREST WIDTH MAY BEREQUIRED TO PROVIDE FORMACHINERY ACCESS FORCLEANING OUT
RUNOFF DIVERSIONCHANNEL/BUND TO ENSURE ALLFLOW ENTERS AT THE INLET END.
LEVEL SPREADER FULL WIDTH OF INLET END,STABILISED FROM THE BEGINNING OF THE INLET TOPOND INVERT AND APPROPRIATE SOFT MATTINGGEOTEXTILE. LEVEL SPREADER TO BE 100-150mmABOVE THE INVERT LEVEL OF THE SPILLWAY
EMERGENCY SPILLWAY IS TO BE WIDE,SHALLOW AND LEVEL. WHERE POSSIBLE
OVER THE EXISTING GROUND RETAININGTHE EXISTING GRASS COVER.
3:1 INLET BATTER TOBE SMOOTHED AND
FREE OF VOIDS
SEDIMENT RETENTION PONDNTS
FLOCCULATIONDISCHARGE LOCATION
SEDIMENT RETENTION POND TYPICAL DETAILSNTS
FLOCCULATION SHED
FLOCCULANT TO BEDISCHARGED INTO THE MAINFLOW PATH INTO THE POND ATLEAST 5000mm BEFORE THEWATER ENTERS THE FOREBAY
10% FOREBAY 1000mmDEEP PLUS FREEBOARD
LEVEL SPREADER CONSTRUCTEDTO TP90 STANDARDS
SUPER SILT FENCE BAFFLESCONSTRUCTED AT THIRD POINTSALONG THE POND. TOP OF SUPER SILTFENCE TO BE AT DEAD STORAGE LEVEL
SECONDARY SPILLWAYCONSTRUCTED TO TP90
STANDARDS
WHERE DISCHARGING DIRECTLY TO STREAM,INSTALL GEOTEXTILE AND RIPRAP FOR STREAMPROTECTION AND WHERE DISCHARGING TOLAND, INSTALL GEOTEXTILE AND RIPRAP.GRASS BUFFER ZONE POLISHES DISCHARGE.
PRIMARY SPILLWAY1200mm DIA MANHOLE.
MANHOLE TO BE BENCHED
STAGGERED T-BAR DECANTS WITH APULLEY SYSTEM TO MANUALLY RAISE ANDLOWER DECANTS DURING RAIN EVENTS
ACCESS TRACK AROUND THEENTIRE POND FOR CLEANOUT AND MAINTENANCE
DIRTY WATER FLOWPATH INTO POND
NOTES:1. ALL ROPE FOR PULLEY SYSTEM TO BE NYLON ROPE.
2. ROPE IS TO BE SECURED TO THE BANK WITH A STAKESO THAT IT CAN BE EASILY ACCESSED DURING A RAINEVENT AND INDIVIDUAL DECANTS CAN BE MANUALLYRAISED OR LOWERED.
1 OF 5
CONSTRUCTION WATER MANAGEMENTTYPICAL CONCEPT DESIGN DETAILS
CW-072 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:30 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-072-076_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
CROSS SECTION - DIRTYWATER DIVERSION CHANNELNTS
CROSS SECTION - CLEANWATER RUNOFF DIVERSION BUNDNTS
EXISTING VEGETATION TOREMAIN UNDISTURBED
SPECIFIC DESIGNCROSS-SECTION
COMPACTED EARTH BUNDHYDROSEEDED & MULCHEDOR TOPSOILED & SEEDED
ORIGINAL GROUND
COMPACTED EMBANKMENT
2:1 OR FLATTER
ORIGINAL GRADE
3:1 OR FLATTER
FLOW
2000mm MINIMUM
300mm
550mm MINIMUM
300mm
DESIGN FLOW DEPTH
COMPACTED EARTH BUNDHYDROSEEDED & MULCHEDOR TOPSOILED & SEEDED
STABILISED OUTLET
SPILLWAY STABILISED WITH PINNEDNEEDLE PUNCH GEOTEXTILE
160mm NON-PERFORATEDPIPE THROUGH BUND
COMPACTED FILL (90% COMPACTION)BY TRACK ROLLING AT 200mm LIFTSWITH PARTICULAR CARE TO GETSUITABLE COMPACTION AROUND PIPES
KEY BUND INTO STABLEGROUND TO A MINIMUM
DEPTH OF 300mm
FLOATING DECANT ASPER DRAWING CW-072
CROSS SECTION
PLANDECANTING EARTH BUND
NTS
FLEXIBLE JOINT
FLEXIBLE JOINT
SPILLWAYFREEBOARD
250mm
NOTE1. CHEMICAL TREATMENT
(FLOCCULATION) TO BE PROVIDEDFOR ALL DECANTING EARTH BUNDS
FLOWFLOW
FLOATING DECANT ASPER DRAWINGCW-072
FLOW FLOW
2 OF 5
CONSTRUCTION WATER MANAGEMENTTYPICAL CONCEPT DESIGN DETAILS
CW-073 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:30 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-072-076_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
RUNOFF DIVERSION CHANNEL/BUND
PIPE DROP STRUCTURES/FLUMESARE TO BE SECURELY ANCHOREDIN POSITION
OUTLETS ARE TO BESTABILISED AGAINST EROSION
FLUME
PIPE DROP STRUCTURE
INLETS ARE TO BE STABILISED AGAINSTEROSION USING IMPERMEABLE
GEOTEXTILE OVERLAPPED INTO THEINLET OF THE DROP STRUCTURE
FLUME FLARED INLET
PIPE DROP STRUCTUREFLARED INLET
RUNOFF DIVERSIONCHANNEL/BUND
PIPE DROP / FLUME STRUCTURENTS
RUNOFF DIVERSION CHANNEL/BUNDHEIGHT IS TO BE AT LEAST TWICE
THE PIPE DIAMETER OR TWICE THEHEIGHT OF THE FLUME
1000mm MINIMUM
1000mm MINIMUM
TP90 DESIGN CRITERIA FOR PIPE DROP STRUCTURE
PIPE DIAMETER (mm)150300450500600
MAXIMUM CATCHMENT AREA (ha)0.050.200.601.001.00
SPECIFIC DESIGNS ARE REQUIRED FOR FLUME SIZING
FLOW
FLOW
AGGREGATE (50-150mm WASHED)
SIDE ELEVATION
150mm THICKNESS OR1.5 x AGGREGATE SIZE
CARRIAGEWAY
GEOTEXTILE
PLAN VIEWSTABILISED CONSTRUCTION ENTRANCE
NTS
3000mm MINIMUM
3000mm MINIMUM
3000mm MINIMUM4000mm
MINIMUM
10000mm MINIMUM CARRIAGEWAY
3 OF 5
CONSTRUCTION WATER MANAGEMENTTYPICAL CONCEPT DESIGN DETAILS
CW-074 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:31 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-072-076_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
UPPER TENSIONEDGALVANISED WIRE
LOWER TENSIONEDGALVANISED WIRE
WARATAHS OR STANDARDWOODEN FENCE POSTS
CHAIN LINK FENCING BETWEENPOSTS AND GEOTEXTILE
GEOTEXTILE - 2nd LAYER
GEOTEXTILE - 1st LAYER
WARATAH BACK STAYS. INSTALL ASEXTRA SUPPORT WHERE REQUIRED
EMBED GEOTEXTILE AND NETTING SUPPORT300mm INTO GROUND. EXTEND BOTH
GEOTEXTILE LAYERS 200mm UP SLOPE.COVER WITH SUITABLE BACKFILL AND
COMPACT BY TRACK ROLLING
SUPER SILT FENCENTS
3000mm MINIMUM
400m
mMI
NIMU
M
300m
mMI
NIMU
M
1000
mmMI
NIMU
M
GROUND LEVEL
FLOW FLOW
FLOW
800mm MIN - 2nd LAYERGEOTEXTILE
400mm MIN. - 1st LAYERGEOTEXTILE
800m
mMI
N.
COMPACTED BACKFILL
200mm400mm MIN.
SELF TAPPINGWOOD SCREWS
STANDARD DETAILFOR FABRIC JOIN
STEEL STANDARDS SUCH AS WARATAHSOR STANDARD WOODEN FENCEPOSTS
(No.3 ROUNDS MINIMUM) DRIVEN AMINIMUM OF 400mm INTO THE GROUND
GEOTEXTILE FIXEDFIRMLY TO WARATAH
COMPACTED BACKFILL
TRENCH GEOTEXTILE200mm INTO GROUNDAND 200mm UPSLOPE
RETURNS 1-3 METRES IN LENGTHTO REDUCE VELOCITY ALONG THE
SILT FENCE AND PROVIDEINTERMEDIATE IMPOUNDMENT
ENDS WIRED BACK TOSTAKE OR WARATAH
PROVIDE LEAKPROOF JOINT AT THEJUNCTION OF THE RETURNS ANDMAIN SILT FENCE ALIGNMENT
PROVIDE LEAKPROOF JOINT USINGWOODEN STAKES BURIED 200mmINTO THE GROUND AND EXTENDINGTHE FULL HEIGHT OF THE FABRIC
DETAIL - RETURNS AND SUPPORT WIREFOR SILT FENCE & SUPER SILT FENCE
NTS
SILT FENCENTS
GROUND LEVEL
WRAP BOTH ENDS OF THE FABRICAROUND ONE STAKE AND CLAMP THEOTHER STAKE TO IT USING SELF TAPPINGWOOD SCREWS AT 150mm SPACINGS
POST SPACING CAN BE INCREASEDFROM 2000mm TO 4000mm IF
SUPPORTED BY A 2.5mm DIAMETERHIGH TENSILE WIRE ALONG THE
TOP WITH CLIPS EVERY 200mm
TRENCH GEOTEXTILE FABRIC200mm INTO THE GROUNDAND 200mm UPSLOPE200mm
600mm HEIGHT OFGEOTEXTILE FABRIC
600mm HEIGHT OFGEOTEXTILE FABRIC
200mm DEPTHOF FABRIC
RETURN FABRIC200mm UPSLOPE
FLOW
GL
400mm MIN.
400mm MIN
4 OF 5
CONSTRUCTION WATER MANAGEMENTTYPICAL CONCEPT DESIGN DETAILS
CW-075 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:31 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-072-076_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
WATER LEVEL
WATER LEVEL
CONTAINER IMPOUNDMENT SYSTEMNTS
2400
mm
2200
mm
200m
m17
00mm
500m
m
100m
m
FLOW TO CONTAINERVIA GRAVITY OR
PUMPING AS REQUIREDREINFORCED
GEOTEXTILE BAFFLE
SPILLWAY
12000mm
CONTAINER # 1MAXIMUM VOLUME = 63.5m³
CONTAINER # 2MAXIMUM VOLUME = 63.5m³SAME DETAILS AS CONTAINER # 1
DISCHARGE TO STABLE 1500 AREAIF CLARITY IS SATISFACTORY
1900
mm
PERFORATEDDECANT
STRUCTURE
NOTES:1. DRAWINGS NOT TO SCALE. SCHEMATIC ONLY.
2. BAFFLE DESIGNED FROM REINFORCED GEOTEXTILE TO ALLOW FLOWSTO PASS.
3. STRUCTURAL INTEGRITY OF CONTAINERS WOULD REMAIN.
4. CONTAINER # 1 WILL BE POSITIONED 1900mm HIGHER THAN CONTAINER# 2. IF CONTOURS DO NOT ALLOW THIS THEN CONTAINER # 1 WILL BEARTIFICIALLY RAISED BY 1900mm.
5. WATER CLARITY CAN BE CHECKED IN CONTAINER # 2 AND FLOCCULENTADDED MANUALLY IF NECESSARY TO ACHIEVE WATER CLARITY.
5 OF 5
CONSTRUCTION WATER MANAGEMENTTYPICAL CONCEPT DESIGN DETAILS
CW-076 0NTS
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:31 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-072-076_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
4280
0m
4270
0m
4260
0m
4250
0m
4240
0m
4230
0m
4220
0m
4210
0m
4200
0m
4190
0m
4180
0m 4170
0m 4160
0m 4150
0m
N
DRYDALE ROAD(PRIVATE)
SUFFORK ROAD
(PRIVATE)
CWDCWD
CWDCWD CWD
CWD
CWD
CWD
CWD
CWDCWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
1 OF 4
SOIL DISPOSAL SITE ESTABLISHMENTCONCEPTUAL - METHODOLOGY STAGING PLAN
CW-081 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
WETLANDCH42350 NORTH
CULVERT CH42400
CULVERTCH41850 CULVERT
CH41750
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:29 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-081_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
NOTES1. FOR NOTES AND LEGEND, REFER TO DRAWING
CW-001.2. FOR SHEET LAYOUT PLANS, REFER TO
DRAWINGS R-100.3. CULVERT INFORMATION - REFER TO CULVERT
SUMMARY TABLE(PROVIDED IN WATER ASSESSMENT REPORT).
4. WETLAND SHAPE IS INDICATIVE ONLY TOPRESENT PROPOSED LOCATION AND SIZING.SHAPING TO CONTOURS IS SUBJECT TODETAILED DESIGN.
5. BOTTOM OF CUT TO BE WIDENED LOCALLY TOINTEGRATE WETLAND SHOWN WITHIN CUTPROFILE.
6. ALL WORKS TO OCCUR OUTSIDE OF ANY STREAMCHANNEL
LEGEND:
POTENTIAL SOIL DISPOSAL SITE
SITE ACCESS
TEMPORARY STREAM DIVERSION
VEGETATION CLEARANCE
DRY WATER DIVERSION (DWD)
CLEAN WATER DIVERSION (CWD)
SUPER SILT FENCE
GULLY DRAIN
DECANTING EARTH BUND (DEB)
SEDIMENT RETENTION POND (SRP)
CWD
CWD A1
E1
CWD A2
E2
DWD B1 DWD
DWD B1A
DWD B2A
DWD B2
DEB C1, C2 & C3
D1 D2
STAGE 1SCALE 1:2000
4280
0m
4270
0m
4260
0m
4250
0m
4240
0m
4230
0m
4220
0m
4210
0m
4200
0m
4190
0m
4180
0m 4170
0m 4160
0m 4150
0m
N
DRYDALE ROAD(PRIVATE)
SUFFORK ROAD
(PRIVATE)
CWDCWD
CWDCWD CWD
CWD
CWD
CWD
CWD
CWDCWD
CWD
CWD
CWDCWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
CWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
DWD
2 OF 4
SOIL DISPOSAL SITE ESTABLISHMENTCONCEPTUAL - METHODOLOGY STAGING PLAN
CW-082 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
WETLANDCH42350 NORTH
CULVERT CH42400
CULVERTCH41850 CULVERT
CH41750
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:28 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-082_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
CWD A1
E1
CWD A2
D1 D2
E2
DWD B1
DWD B1ADWD B2A
DWD B2
DEB C1, C2 & C3
SSF G1
SSF G2
SRP F1
SRP F2
NOTES1. FOR NOTES AND LEGEND, REFER TO DRAWING
CW-001.2. FOR SHEET LAYOUT PLANS, REFER TO
DRAWINGS R-100.3. CULVERT INFORMATION - REFER TO CULVERT
SUMMARY TABLE(PROVIDED IN WATER ASSESSMENT REPORT).
4. WETLAND SHAPE IS INDICATIVE ONLY TOPRESENT PROPOSED LOCATION AND SIZING.SHAPING TO CONTOURS IS SUBJECT TODETAILED DESIGN.
5. BOTTOM OF CUT TO BE WIDENED LOCALLY TOINTEGRATE WETLAND SHOWN WITHIN CUTPROFILE.
6. ALL WORKS TO OCCUR OUTSIDE OF ANY STREAMCHANNEL
LEGEND:
POTENTIAL SOIL DISPOSAL SITE
SITE ACCESS
TEMPORARY STREAM DIVERSION
VEGETATION CLEARANCE
DRY WATER DIVERSION (DWD)
CLEAN WATER DIVERSION (CWD)
SUPER SILT FENCE
GULLY DRAIN
DECANTING EARTH BUND (DEB)
SEDIMENT RETENTION POND (SRP)
CWD
DWD
STAGE 2SCALE 1:2000
4280
0m
4270
0m
4260
0m
4250
0m
4240
0m
4230
0m
4220
0m
4210
0m
4200
0m
4190
0m
4180
0m 4170
0m 4160
0m 4150
0m
N
DRYDALE ROAD(PRIVATE)
SUFFORK ROAD
(PRIVATE)
3 OF 4
SOIL DISPOSAL SITE ESTABLISHMENTCONCEPTUAL - METHODOLOGY STAGING PLAN
CW-083 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
WETLANDCH42350 NORTH
CULVERT CH42400
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:27 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-083_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
H1
H2
H3
H4
NOTES1. FOR NOTES AND LEGEND, REFER TO DRAWING
CW-001.2. FOR SHEET LAYOUT PLANS, REFER TO
DRAWINGS R-100.3. CULVERT INFORMATION - REFER TO CULVERT
SUMMARY TABLE(PROVIDED IN WATER ASSESSMENT REPORT).
4. WETLAND SHAPE IS INDICATIVE ONLY TOPRESENT PROPOSED LOCATION AND SIZING.SHAPING TO CONTOURS IS SUBJECT TODETAILED DESIGN.
5. BOTTOM OF CUT TO BE WIDENED LOCALLY TOINTEGRATE WETLAND SHOWN WITHIN CUTPROFILE.
6. ALL WORKS TO OCCUR OUTSIDE OF ANY STREAMCHANNEL
LEGEND:
POTENTIAL SOIL DISPOSAL SITE
SITE ACCESS
TEMPORARY STREAM DIVERSION
VEGETATION CLEARANCE
DRY WATER DIVERSION (DWD)
CLEAN WATER DIVERSION (CWD)
SUPER SILT FENCE
GULLY DRAIN
DECANTING EARTH BUND (DEB)
SEDIMENT RETENTION POND (SRP)
CWD
DWD
STAGE 3SCALE 1:2000
4280
0m
4270
0m
4260
0m
4250
0m
4240
0m
4230
0m
4220
0m
4210
0m
4200
0m
4190
0m
4180
0m 4170
0m 4160
0m 4150
0m
N
DRYDALE ROAD(PRIVATE)
SUFFORK ROAD
(PRIVATE)
4 OF 4
SOIL DISPOSAL SITE ESTABLISHMENTCONCEPTUAL - METHODOLOGY STAGING PLAN
CW-084 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0
SCALE 1:2000 AT ORIGINAL SIZE
4020 80 100m60
WETLANDCH42350 NORTH
CULVERT CH42400
CULVERTCH41850 CULVERT
CH41750
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 3:33 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-084_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY
D1
NOTES1. FOR NOTES AND LEGEND, REFER TO DRAWING
CW-001.2. FOR SHEET LAYOUT PLANS, REFER TO
DRAWINGS R-100.3. CULVERT INFORMATION - REFER TO CULVERT
SUMMARY TABLE(PROVIDED IN WATER ASSESSMENT REPORT).
4. WETLAND SHAPE IS INDICATIVE ONLY TOPRESENT PROPOSED LOCATION AND SIZING.SHAPING TO CONTOURS IS SUBJECT TODETAILED DESIGN.
5. BOTTOM OF CUT TO BE WIDENED LOCALLY TOINTEGRATE WETLAND SHOWN WITHIN CUTPROFILE.
6. ALL WORKS TO OCCUR OUTSIDE OF ANY STREAMCHANNEL
LEGEND:
POTENTIAL SOIL DISPOSAL SITE
SITE ACCESS
TEMPORARY STREAM DIVERSION
VEGETATION CLEARANCE
DRY WATER DIVERSION (DWD)
CLEAN WATER DIVERSION (CWD)
SUPER SILT FENCE
GULLY DRAIN
DECANTING EARTH BUND (DEB)
SEDIMENT RETENTION POND (SRP)
CWD
DWD
STAGE 4SCALE 1:2000
SHEE
T 2
HOTE
O RI
VER
EXIST
ING DR
IVEWAY
SPRI
NG H
ILL F
ARM
ACCE
SS
WAITARAIRE STREAM
DWD
DWD
DWD
DWD DWD
DWD
DWD DWD
DWD
DWD
SWSW
CWD
CWD
CWD
CWD
CWD
CWD
DWDDWD
DWD
DWD
DWD
CWD
CWD
CWD
DWD
DWD
DWD
DWD DWDDWD DWD DWD DWD DWD DWD
CWD
CWD
DWD DWD
DWD
DWD
CWD
CWD
DWD DWD
DWD
5m
8m
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 12:32 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-086-087_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet: 1 OF 2
INDICATIVE ESC MEASURES - BRIDGE 11PLAN AND ELEVATION
CW-086 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZEA1 -
N
CONTROL LINE MCS0
EXISTING PRIVATEBRIDGE OVER HOTEORIVER
LEGEND:
DECANTING EARTH BUND
DRY WATER DIVERSION DRAIN
CLEAN WATER DIVERSION DRAIN
SUPER SILT FENCE
SITE ACCESS TRACK
TEMPORARY BRIDGE CROSSING
DIRTY WATER PIPED BENEATHACCESS TRACK AND/OR SUPERSILT FENCE
STABILISED CONSTRUCTIONENTRANCE
DWD
CWD
PLANSCALE 1:500
NO VEHICULAR ACCESSBETWEEN PIERS C&D
ACROSS EXISTING BRIDGE
DECANTING EARTH BUNDSDISCHARGE TO GRASS BUFFER
ZONE PRIOR TO DISCHARGERECEIVING ENVIROMENT
STABILISEDCONSTRUCTION
ENTRANCE
CLEAN WATERDIVERSION DRAIN
ACCESS OF SH1TO PIERS D&E
EXISTINGACCESS TRACK
CLEAN WATERDIVERSION DRAIN
CLEAN WATERDIVERSION DRAIN
CLEAN WATERDIVERSION DRAIN
ACCESS TO PIERS A,B&C FROM WITHIN
DESIGNATION
BRIDGE PIERS(TYPICAL)
PIER A PIER B PIER C PIER D PIER E
SH1
SHEE
T 1
DWD
DWD
DWD
DWD DWD
DWD
DWD
SW
SW
SW
SW
SW
SW
SW
SW
SW
SWDWDDWD
DWD
DWD
DWD
DWD
DWD
DWD
SW
SW
SWSW
2 OF 2
INDICATIVE ESC MEASURES - BRIDGE 11PLAN AND ELEVATION
CW-087 0AS SHOWN
WAS RPTC* TC*
BN* JULY 20190 ISSUED FOR RMA APPROVALS WAS JB* BN* 07/19
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1
This Drawing must not beused for Construction unlesssigned as Approved
GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Date
DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size
Title
Project
Designed
Approved
Drawn
Scale
Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.
DO NOT SCALE
Note: * indicates signatures on original issue of drawing or last revision of drawing
Plot Date: Cad File No:3 July 2019 - 12:33 PM W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawingsproduction)\PA4156-CW-086-087_LM.dwg
WARKWORTH TO WELLSFORD PROJECT
CheckDrafting
CheckDesign
Drawing No:
FOR RMA APPROVALS
PA4156 Sheet:
PLANSCALE 1:500
0 5 20 25m1510
SCALE 1:500 AT ORIGINAL SIZEA1 -
NCONTROL LINE MCS0
EXISTING DRIVEWAYTO BE REMOVED
WAI
TARA
IRE
STRE
AM
VEGETATION TO REMAINAND BE PROTECTED
DURING CONSTRUCTION
EXISTING STORMWATERDRAIN DIVERTEDAROUND WORKING AREA
CULVERT BENEATHACCESS TRACK ANDDRIVEWAY
ACCESS TO PIERSF&G OFF SH1
STABILISEDCONSTRUCTION
ENTRANCE
EXISTINGSTORMWATER
OPEN DRAIN
LEGEND:
DECANTING EARTH BUND
DRY WATER DIVERSION DRAIN
CLEAN WATER DIVERSION DRAIN
SUPER SILT FENCE
SITE ACCESS TRACK
TEMPORARY BRIDGE CROSSING
DIRTY WATER PIPED BENEATHACCESS TRACK AND/OR SUPERSILT FENCE
STABILISED CONSTRUCTIONENTRANCE
DWD
CWD
BRIDGE PIERS
BRIDGE PIERS
PIER F PIER G