HARBOUR ST - Auckland Council...control report 255303-esc-001. existing stormwater catchpits to be...
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HARBOUR ST 24 23 21 21 21 21 23 24 24 23 25 26 25 20 19 18 17 16 20 19 18 18 22 22 22 22 CLIENT DATE TITLE REVISION DETAILS DATE REV APPROVED CHECKED APPROVED PROJECT DRAWN DESIGNED PROJECT No. TYPE REV WBS DISC NUMBER DRAWING No. SCALE SIZE A1 . Filename: Plot Date: Office: P:\200000-BST\255303 - HACKETT DIVERSION\5 DELIVER DESIGN\504 CADD\DWG\255303-0000-DRG-CC-1083.DWG 20/3/2018 3:16:33 PM AUDC1 ST MARY'S BAY - MASEFIELD BEACH WATER QUALITY IMPROVEMENT PROJECT EROSION AND SEDIMENT CONTROL NEW STREET RECEIVING SHAFT 255303 0000 DRG CC 1083 D 1:100 PRELIMINARY NOT FOR CONSTRUCTION H.ARSHAD J.GRIBBLE D.HUGHES A 14.02.18 CONCEPT DESIGN - DRAFT FOR COMMENT M.COBELDICK B 06.03.18 LIGHT POST ADDED M.COBELDICK C 07.03.18 AIR EXCHANGE POINTS M.COBELDICK D 16.03.18 CONCEPT DESIGN FINAL ISSUE M.COBELDICK 0 SCALE 1:100 1 4m 2 SITE OFFICE PROPOSED NEW STREET SHAFT 3000Ø ID SPOIL BIN/ STOCK PILE NOTES 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. 2. SITE LAYOUT IS INDICATIVE ONLY, AND IS TO BE CONFIRMED AT DETAILED DESIGN STAGE. 3. BACKGROUND SURVEY INFORMATION (EXISTING CONTOURS) HAS BEEN EXTRACTED FROM AUCKLAND COUNCIL GEOMAPS. 4. ANY STOCKPILE OF MATERIAL ONSITE SHOULD BE CONVERTED TO MINIMISE LOSSES AND NOT BE LOCATED IN OVERLAND FLOW PATHS OR SITE LOW POINTS. 5. ALL RUBBISH, VEGETATION, DEBRIS ETC SHOULD BE REMOVED FROM THE EARTHWORKS AREA AND DISPOSED OFF SITE BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF SITE CLEARANCE. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE OPERATIONAL PRIOR TO ANY OTHER WORK COMMENCING ON SITE. THE CONTRACTOR SHALL ARRANGE FOR AND ATTEND A PRELIMINARY SEDIMENT CONTROL MEETING ON SITE WITH THE ENGINEER AND A REPRESENTATIVE FROM AUCKLAND COUNCIL. 7. THE CONTRACTOR SHALL ENSURE COUNCIL BEST MANAGEMENT PRACTICES ARE IN PLACE DURING THE CONSTRUCTION PERIOD OF THE DEVELOPMENT INCLUDING AT THE SITE ENTRANCE TO CONTROL ALL DUST, SILT, MUD AND SEDIMENT GENERATED BY THE WORKS AS TO NOT DISCHARGE FROM THE SITE AND/OR ENTER AUCKLAND COUNCIL STORMWATER SYSTEM. 8. FURTHER SEDIMENT CONTROL MAYBE REQUIRED BY THE ENGINEER AS THE PROJECT ADVANCES. THESE WILL BE INSTALLED AS AND WHERE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE SITE HAS EFFECTIVE SILT DETENTION FACILITIES OPERATING AT ALL TIMES. 9. ALL SEDIMENT AND EROSION CONTROL FEATURES SHALL BE IN ACCORDANCE WITH AUCKLAND COUNCIL GD05. 10. ALL EXISTING CATCHPITS LOCATED IMMEDIATELY ADJACENT TO CURRAN STREET AND SARSFIELD STREET SHALL BE PROTECTED. 11. THIS PLAN IS TO BE READ IN CONJUNCTION WITH EROSION SEDIMENT CONTROL REPORT 255303-ESC-001. DN1800 STORAGE PIPELINE "IMAGE: COURTESY AUCKLAND COUNCIL; ALL COPYRIGHT IN THE MATERIAL IS OWNED BY OR LICENSED TO AUCKLAND COUNCIL." 10METER WIDE PIPELINE CONSTRUCTION CORRIDOR EXISTING STORMWATER CATCHPITS TO BE PLUGGED AND USED AS DIRTY WATER PUMP WELLS AS REQUIRED EXISTING STORMWATER INLET PROTECTION RING FENCE WITH SILT SOCK DIRTY WATER DIVERSION 300mm HOTMIX BUND PROTECTING OPEN SHAFT IN ACCORDANCE TO GD05 E2.2 EXISTING STORMWATER CATCHPIT TO BE PROTECTED CLEAN WATER DIVERSION 300mm HOTMIX BUND IN ACCORDANCE TO GD05 E2.1 SILT SOCKS PLACED INSIDE SITE BOUNDARY FENCE LEGEND PROPOSED CLEAN WATER DIVERSION BUND PROPOSED DIRTY WATER DIVERSION BUND EXISTING OVERLAND FLOW PROPOSED SILT FENCE PROPOSED SEDIMENT POND AIR EXCHANGE POINT STABILISED CONSTRUCTION ENTRANCE INLET PROTECTION PROPOSED BUILDINGS PROPOSED GRAVITY WASTEWATER MAIN PROPOSED WASTEWATER RISING MAIN PROPOSED WATER MAIN PROPOSED RISING MAIN LEVEL MONITORING AND POWER SUPPLY CABLES PROPOSED SECURITY FENCE EXISTING SURFACE CONTOURS S P P RM SF W W DIRTY WATER DIVERSION 300mm HOTMIX BUND IN ACCORDANCE TO GD05 E2.2
Transcript of HARBOUR ST - Auckland Council...control report 255303-esc-001. existing stormwater catchpits to be...
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DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
EROSION AND SEDIMENT CONTROLNEW STREET RECEIVING SHAFT
255303 0000 DRG CC 1083 D
1:100PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
J.GRIBBLE
D.HUGHES
A 14.02.18 CONCEPT DESIGN - DRAFT FOR COMMENT M.COBELDICKB 06.03.18 LIGHT POST ADDED M.COBELDICKC 07.03.18 AIR EXCHANGE POINTS M.COBELDICKD 16.03.18 CONCEPT DESIGN FINAL ISSUE M.COBELDICK
0
SCALE 1:100
1 4m2
SITE OFFICE
PROPOSED NEWSTREET SHAFT3000Ø ID
SPOIL BIN/STOCK PILE
NOTES1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.2. SITE LAYOUT IS INDICATIVE ONLY, AND IS TO BE CONFIRMED AT DETAILED DESIGN
STAGE.3. BACKGROUND SURVEY INFORMATION (EXISTING CONTOURS) HAS BEEN
EXTRACTED FROM AUCKLAND COUNCIL GEOMAPS.4. ANY STOCKPILE OF MATERIAL ONSITE SHOULD BE CONVERTED TO MINIMISE
LOSSES AND NOT BE LOCATED IN OVERLAND FLOW PATHS OR SITE LOW POINTS.5. ALL RUBBISH, VEGETATION, DEBRIS ETC SHOULD BE REMOVED FROM THE
EARTHWORKS AREA AND DISPOSED OFF SITE BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF SITE CLEARANCE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE OPERATIONAL PRIORTO ANY OTHER WORK COMMENCING ON SITE. THE CONTRACTOR SHALL ARRANGEFOR AND ATTEND A PRELIMINARY SEDIMENT CONTROL MEETING ON SITE WITHTHE ENGINEER AND A REPRESENTATIVE FROM AUCKLAND COUNCIL.
7. THE CONTRACTOR SHALL ENSURE COUNCIL BEST MANAGEMENT PRACTICES AREIN PLACE DURING THE CONSTRUCTION PERIOD OF THE DEVELOPMENT INCLUDINGAT THE SITE ENTRANCE TO CONTROL ALL DUST, SILT, MUD AND SEDIMENTGENERATED BY THE WORKS AS TO NOT DISCHARGE FROM THE SITE AND/ORENTER AUCKLAND COUNCIL STORMWATER SYSTEM.
8. FURTHER SEDIMENT CONTROL MAYBE REQUIRED BY THE ENGINEER AS THEPROJECT ADVANCES. THESE WILL BE INSTALLED AS AND WHERE DIRECTED BYTHE ENGINEER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THATTHE SITE HAS EFFECTIVE SILT DETENTION FACILITIES OPERATING AT ALL TIMES.
9. ALL SEDIMENT AND EROSION CONTROL FEATURES SHALL BE IN ACCORDANCEWITH AUCKLAND COUNCIL GD05.
10. ALL EXISTING CATCHPITS LOCATED IMMEDIATELY ADJACENT TO CURRAN STREETAND SARSFIELD STREET SHALL BE PROTECTED.
11. THIS PLAN IS TO BE READ IN CONJUNCTION WITH EROSION SEDIMENT CONTROLREPORT 255303-ESC-001.
DN1800 STORAGE PIPELINE
"IMAGE: COURTESY AUCKLAND COUNCIL; ALL COPYRIGHT IN THE MATERIAL IS OWNED BY OR LICENSED TO AUCKLAND COUNCIL."
10METER WIDE PIPELINECONSTRUCTION CORRIDOR
EXISTING STORMWATER CATCHPITSTO BE PLUGGED AND USED AS DIRTYWATER PUMP WELLS AS REQUIRED
EXISTING STORMWATERINLET PROTECTION RINGFENCE WITH SILT SOCK
DIRTY WATER DIVERSION300mm HOTMIX BUNDPROTECTING OPEN SHAFT INACCORDANCE TO GD05 E2.2
EXISTING STORMWATERCATCHPIT TO BEPROTECTED
CLEAN WATER DIVERSION300mm HOTMIX BUND INACCORDANCE TO GD05 E2.1
SILT SOCKS PLACED INSIDESITE BOUNDARY FENCE
LEGENDPROPOSED CLEAN WATER DIVERSION BUNDPROPOSED DIRTY WATER DIVERSION BUNDEXISTING OVERLAND FLOWPROPOSED SILT FENCEPROPOSED SEDIMENT POND
AIR EXCHANGE POINT
STABILISED CONSTRUCTION ENTRANCE
INLET PROTECTION
PROPOSED BUILDINGS
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED WATER MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLESPROPOSED SECURITY FENCEEXISTING SURFACE CONTOURS
S
P P
RM
SF
W W
DIRTY WATER DIVERSION300mm HOTMIX BUND INACCORDANCE TO GD05 E2.2
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DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
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CURRAN ST
ST MARYS BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
EROSION AND SEDIMENT CONTROLCURRAN STREET
255303 0000 DRG CC 1084 C
1:250PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
J.GRIBBLE
D.HUGHES
A 14.02.18 CONCEPT DESIGN - DRAFT FOR COMMENT M.COBELDICKB 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKC 16.03.18 CONCEPT DESIGN FINAL ISSUE M.COBELDICK
NOTES1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.2. SITE LAYOUT IS INDICATIVE ONLY, AND IS TO BE CONFIRMED AT
DETAILED DESIGN STAGE.3. BACKGROUND SURVEY INFORMATION (EXISTING CONTOURS) HAS
BEEN EXTRACTED FROM AUCKLAND COUNCIL GEOMAPS.4. ANY STOCKPILE OF MATERIAL ONSITE SHOULD BE CONVERTED TO
MINIMISE LOSSES AND NOT BE LOCATED IN OVERLAND FLOW PATHSOR SITE LOW POINTS.
5. ALL RUBBISH, VEGETATION, DEBRIS ETC SHOULD BE REMOVED FROMTHE EARTHWORKS AREA AND DISPOSED OFF SITE BY THECONTRACTOR PRIOR TO COMMENCEMENT OF SITE CLEARANCE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BEOPERATIONAL PRIOR TO ANY OTHER WORK COMMENCING ON SITE.THE CONTRACTOR SHALL ARRANGE FOR AND ATTEND A PRELIMINARYSEDIMENT CONTROL MEETING ON SITE WITH THE ENGINEER AND AREPRESENTATIVE FROM AUCKLAND COUNCIL.
7. THE CONTRACTOR SHALL ENSURE COUNCIL BEST MANAGEMENTPRACTICES ARE IN PLACE DURING THE CONSTRUCTION PERIOD OFTHE DEVELOPMENT INCLUDING AT THE SITE ENTRANCE TO CONTROLALL DUST, SILT, MUD AND SEDIMENT GENERATED BY THE WORKS ASTO NOT DISCHARGE FROM THE SITE AND/OR ENTER AUCKLANDCOUNCIL STORMWATER SYSTEM.
8. FURTHER SEDIMENT CONTROL MAYBE REQUIRED BY THE ENGINEERAS THE PROJECT ADVANCES. THESE WILL BE INSTALLED AS ANDWHERE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ENSURING THAT THE SITE HAS EFFECTIVE SILTDETENTION FACILITIES OPERATING AT ALL TIMES.
9. ALL SEDIMENT AND EROSION CONTROL FEATURES SHALL BE INACCORDANCE WITH AUCKLAND COUNCIL GD05.
10. ALL EXISTING CATCHPITS LOCATED IMMEDIATELY ADJACENT TOCURRAN STREET AND SARSFIELD STREET SHALL BE PROTECTED.
11. THIS PLAN IS TO BE READ IN CONJUNCTION WITH EROSION SEDIMENTCONTROL REPORT 255303-ESC-001.
CURRAN ST ON RAMP
CURRAN ST
POINT ERIN PARKPOINT ERIN POOL
LEGENDPROPOSED CLEAN WATER DIVERSION BUNDPROPOSED DIRTY WATER DIVERSION BUNDEXISTING OVERLAND FLOWPROPOSED SILT FENCEPROPOSED SEDIMENT POND
AIR EXCHANGE POINT
STABILISED CONSTRUCTION ENTRANCE
INLET PROTECTION
PROPOSED BUILDINGS
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED WATER MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLESPROPOSED SECURITY FENCEEXISTING SURFACE CONTOURS
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"IMAGE: COURTESY AUCKLAND COUNCIL; ALL COPYRIGHT IN THE MATERIAL IS OWNED BY OR LICENSED TO AUCKLAND COUNCIL."
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DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
ST MARYS BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
EROSION AND SEDIMENT CONTROLSARSFIELD STREET
255303 0000 DRG CC 1085 C
1:250PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
J.GRIBBLE
D.HUGHES
A 14.02.18 CONCEPT DESIGN - DRAFT FOR COMMENT M.COBELDICKB 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKC 16.03.18 CONCEPT DESIGN FINAL ISSUE M.COBELDICK
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0
SCALE 1:250
2.5 5 10m
NOTES1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.2. SITE LAYOUT IS INDICATIVE ONLY, AND IS TO BE CONFIRMED AT
DETAILED DESIGN STAGE.3. BACKGROUND SURVEY INFORMATION (EXISTING CONTOURS) HAS
BEEN EXTRACTED FROM AUCKLAND COUNCIL GEOMAPS.4. ANY STOCKPILE OF MATERIAL ONSITE SHOULD BE CONVERTED TO
MINIMISE LOSSES AND NOT BE LOCATED IN OVERLAND FLOW PATHSOR SITE LOW POINTS.
5. ALL RUBBISH, VEGETATION, DEBRIS ETC SHOULD BE REMOVED FROMTHE EARTHWORKS AREA AND DISPOSED OFF SITE BY THECONTRACTOR PRIOR TO COMMENCEMENT OF SITE CLEARANCE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BEOPERATIONAL PRIOR TO ANY OTHER WORK COMMENCING ON SITE.THE CONTRACTOR SHALL ARRANGE FOR AND ATTEND A PRELIMINARYSEDIMENT CONTROL MEETING ON SITE WITH THE ENGINEER AND AREPRESENTATIVE FROM AUCKLAND COUNCIL.
7. THE CONTRACTOR SHALL ENSURE COUNCIL BEST MANAGEMENTPRACTICES ARE IN PLACE DURING THE CONSTRUCTION PERIOD OFTHE DEVELOPMENT INCLUDING AT THE SITE ENTRANCE TO CONTROLALL DUST, SILT, MUD AND SEDIMENT GENERATED BY THE WORKS ASTO NOT DISCHARGE FROM THE SITE AND/OR ENTER AUCKLANDCOUNCIL STORMWATER SYSTEM.
8. FURTHER SEDIMENT CONTROL MAYBE REQUIRED BY THE ENGINEERAS THE PROJECT ADVANCES. THESE WILL BE INSTALLED AS ANDWHERE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ENSURING THAT THE SITE HAS EFFECTIVE SILTDETENTION FACILITIES OPERATING AT ALL TIMES.
9. ALL SEDIMENT AND EROSION CONTROL FEATURES SHALL BE INACCORDANCE WITH AUCKLAND COUNCIL GD05.
10. ALL EXISTING CATCHPITS LOCATED IMMEDIATELY ADJACENT TOCURRAN STREET AND SARSFIELD STREET SHALL BE PROTECTED.
11. THIS PLAN IS TO BE READ IN CONJUNCTION WITH EROSION SEDIMENTCONTROL REPORT 255303-ESC-001.
EXISTING STORMWATER CATCHPITSTO BE PROTECTED BYRING-FENCEING WITH SILT SOCK
EXISTING STORMWATER CATCHPITSTO BE PROTECTED BYRING-FENCEING WITH SILT SOCK
LEGENDPROPOSED CLEAN WATER DIVERSION BUNDPROPOSED DIRTY WATER DIVERSION BUNDEXISTING OVERLAND FLOWPROPOSED SILT FENCEPROPOSED SEDIMENT POND
AIR EXCHANGE POINT
STABILISED CONSTRUCTION ENTRANCE
INLET PROTECTION
PROPOSED BUILDINGS
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED WATER MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLESPROPOSED SECURITY FENCEEXISTING SURFACE CONTOURS
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"IMAGE: COURTESY AUCKLAND COUNCIL; ALL COPYRIGHT IN THE MATERIAL IS OWNED BY OR LICENSED TO AUCKLAND COUNCIL."
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PROPOSED SILT FENCE INACCORDANCE TO GD05 F1.3
CLEAN WATER DIVERSIONHOT MIXED BUND INACCORDANCE TO GD05 E2.1
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FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
CURR
AN S
T ON
RAM
P
SHEL
LY BE
ACH R
D
STATE HIGHWAY 1
WWWW
W
W
W
W
W
W
W
W
SW SW SW SW SW SW
SW SW SW SW SW SWSW SW SW SWSW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
SW SW SW SW SW SW SW SW SW SW SW SW
SW SWSW SW
SS
SS
SS
SS
SS
S
RM
RMRM
RM
RM
RM
RM
RM
P
P
PP
PP
PP
PP
PP
PP
P
P
FA
FA FA FA
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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03-0
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CC-1
101.D
WG
20/3/
2018
3:16
:52 P
MAU
DC1
0
SCALE 1:500
5 10 20m
6 x DN 1800 X 2500 HIGHACTIVATED CARBON UNITS(LOCATION TBC)
2 x DN500 FOULAIR PIPES
STORAGE PIPELINE 1800Ø RC SRJ
DN150 RISING MAIN
Ø1600 OD (1400 ID) PE
STORMWATEROVERFLOW OPTION A2
MAIN CONTROL CABINET. MOUNTED ON PLINTH
GRAV
ITY S
EWER
(FRO
M SA
RSFIE
LD C
SO)
POWER SUPPLY & BRANCH 5LEVEL MONITOR CABLES
FUTURE POTENTIALPROJECT CONNECTIONSPIGOT
POINT ERIN PARK PUMP STATIONOVERFLOW WEIR AND TBM LAUNCH SHAFT
VEHICLE ENTRY
VEHI
CLE
ACCE
SS
VEHICLE EXIT
DN80 WATER SUPPLY
LEGENDPROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED RISING MAIN ELECTRICAL DUCTPROPOSED STORAGE PIPELINEPROPOSED MARINE OVERFLOWPROPOSED WATER SUPPLYPROPOSED FOUL AIR PIPE
AUP MANA WHENUA OVERLAY
EXISTING STORMWATEREXISTING WASTEWATEREXISTING WATER SUPPLYEXISTING COMMSEXISTING GASEXISTING SURFACE CONTOURS
S S
SW SW
S S
W W
C C
GAS GAS
P P
RM
W W
FA FA
2 x DN400 x 10m HIGHAIR EXCHANGE POINTS
NOTES1. THE CONCEPT DESIGN SHOWN PROVIDES INDICATIVE
LAYOUTS AND DIMENSIONS ONLY. CONSTRUCTEDLAYOUTS AND DIMENSIONS INCLUDING HEIGHT OFSTUCTURES ARE LIKELY TO CHANGE DURING THEDETAILED DESIGN PROCESS.
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
POINT ERIN PARK WEIR STRUCTURE LAYOUT PLAN
255303 0000 DRG CC 1101 E
1:500PRELIMINARY
NOT FOR CONSTRUCTION
C.FOURIE
A.HILLS
M.COBELDICK -
- -
A 29.06.17 CONCEPT DESIGN M.COBELDICKB 06.11.17 UPDATED CONCEPT DESIGN M. COBELDICKC 14.02.18 UPDATED CONCEPT DESIGN M. COBELDICKD 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKE 20.03.18 UPDATED CONCEPT DESIGN M.COBELDICK
1800Ø RC SRJ
≈15000
DN1800 RCRRJ MARINE OUTFALL
DN500 FOUL AIR PIPE
DN500 FOUL AIR PIPE
WATER SEPARATOR CHAMBER CONCRETE PAD
2 x 5kW VENTILATION FANS
TEMPORARY WORKSDN600 SECANT PERIMETER PILES
6mm AUTOMATIC CLEANING SCREEN (900-1500/s)
MAINTENANCE COVERS
VALVE CHAMBER
2000 500 6500
4000
700800
1950
500500
1750200
1750
2002800
20010500
200
200
1500
DN1800 RCRRJSTORAGE PIPELINE
FLYGT TOP 150S SUMP
STAIR ACCESS
FUTURE POTENTIALPROJECT CONNECTIONSPIGOT
1800
ID R
CRRJ
SARSFIELD 750Ø EOPGRAVITY CONNECTION
150Ø RISING MAIN TOBRANCH 5
STAIR ACCESS
ELECTRICAL CONTROL CABINET
≈9000
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
POINT ERIN PARK WEIR STRUCTURE PLAN
255303 0000 DRG CC 1107 A
1:25PRELIMINARY
NOT FOR CONSTRUCTION
R. DAWSON
A.HILLS
M.COBELDICK
A 06.03.18 CONCEPT DESIGN M.COBELDICK
0
SCALE 1:25
500250 1000mm
A-
2 x 10KWSUBMERSIBLEPUMPS
WEIR
NOTETHE CONCEPT DESIGN SHOWN PROVIDESINDICATIVE LAYOUTS AND DIMENSIONS ONLY.CONSTRUCTED LAYOUTS AND DIMENSIONSINCLUDING HEIGHT OF STUCTURES ARE LIKELYTO CHANGE DURING THE DETAILED DESIGNPROCESS.
RL 5.70
RL 5.40
RL 4.24
RL 3.50
RL 2.78 GROUND
IL -2.22
IL -3.75IL -3.65
RL -4.45
RL -5.45
RL -5.75LOCALISED STEP DOWN TO ACCOMODATE PUMP STATION.THIS WILL BE FILLED AND HAUNCHED IN THE EVENT OFCONNECTION TO POTENTIAL FUTURE PROJECT
IL 0.90
RL 2.77
HGL @ 900-1500 l/s(SCREENED FLOW)
200
300
SCREEN OVER TOP LEVEL ≈ 4.24mRL
U/S LEVEL SCREEN DESIGN FLOW 3.99mRL (900-1500l/s)
SCREEN SPILL LEVEL 3.72mRL
≈300
0≈8
000
DN1800 MARINE OUTFALL
2000 500 6500 1000500
2.78 GROUND LEVEL
TEMPORARY WORKS
DN1800 STORAGE PIPELINE
FUTURE POTENTIAL PROJECTCONNECTION SPIGOT
≈110
00
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
POINT ERIN PARK WEIR STRUCTURE SECTION A
255303 0000 DRG CC 1108 A
1:25PRELIMINARY
NOT FOR CONSTRUCTION
R. DAWSON
A.HILLS
M.COBELDICK
A 06.03.18 CONCEPT DESIGN M.COBELDICK
0
SCALE 1:25
500250 1000mm
NOTES1. THE CONCEPT DESIGN SHOWN PROVIDES INDICATIVE
LAYOUTS AND DIMENSIONS ONLY. CONSTRUCTEDLAYOUTS AND DIMENSIONS INCLUDING HEIGHT OFSTUCTURES ARE LIKELY TO CHANGE DURING THEDETAILED DESIGN PROCESS.
2. HAND RAILS AND VENTILATION EQUIPMENT WILLEXTEND A MINIMUM OF 1.0m HIGHER THAN THE TOP OFTHE PUMP STATION STRUCTURE.
CURRAN ST ON RAMP
CURR
AN S
T
91
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECTPOINT ERIN PARK WEIR CONSTRUCTION
LAYOUT
255303 0000 DRG CC 1121 E
1:200PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
C.MOUNTFORT
M.COBELDICK
A 29.06.17 CONCEPT DESIGN M.COBELDICKB 21.09.17 UPDATED CONCEPT DESIGN M.COBELDICKC 14.02.18 UPDATED CONCEPT DESIGN M.COBELDICKD 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKE 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICK
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03-0
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CC-1
121.D
WG
20/3/
2018
3:16
:35 P
MAU
DC1
0
SCALE 1:200
2 4 8m
SITE OFFICE
CRANE
PIPES
EXCAVATOR SPOIL /TREATMENT
CARPARKING
TRUCK
PERIMETER SECURITYFENCING & HOARDINGS
CONTROLOFFICE
LEGEND:
SECURITY FENCE
TRUCK DIRECTION
INDICATIVECONSTRUCTION CORRIDOR
TOOLS
GENERATOR
10METER WIDE PIPELINECONSTRUCTION CORRIDOR
CURRENT CONCEPT STORAGEPIPELINE ALIGNMENT
FUTURE POTENTIAL PROJECTCONNECTION SPIGOT
Semi-trailer (10
m min. publish
ed radius)
REMOVE PARKING FORTRUCKS TURNING ONTO SITE
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
INDICATIVETRUCKMANOEUVRE
ACCOMMODATION /STORAGE
PIPE STORAGEMIN 1 SHIFT
ACCOMMODATION /STORAGE
APPROXSITE AREA
1770m²
ENTRANCE WILL NEED TO BEWIDENED TO ACCOMMODATETRUCKS TURNING INTO SITE
50T TRUCK MOUNTEDCRANE TO SERVICE SHAFT
9m x 5m OR Ø9mPIPEJACK SHAFT
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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ame:
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Date:
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ION\
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DES
IGN\
504 C
ADD\
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2553
03-0
000-
DRG-
CC-1
181.D
WG
20/3/
2018
3:16
:43 P
MAU
DC1
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
ST MARY'S ROAD PARK SHAFTCONSTRUCTION LAYOUT
255303 0000 DRG CC 1181 D
1:200PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
A.HILLS
M.COBELDICK
A 06.11.17 CONCEPT DESIGN M.COBELDICKB 14.02.18 CONCEPT DESIGN UPDATE M.COBELDICKC 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKD 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICK
01.5 3.0 6.0m
SCALE 1:150
LEGEND:
TRUCK DIRECTION
SHAFT
SECURITY FENCE
INDICATIVECONSTRUCTION CORRIDOR
CURRENT CONCEPT STORAGEPIPELINE ALIGNMENT
10METER WIDE PIPELINECONSTRUCTION CORRIDOR
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SW
SW
SWSW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SWSW
SWSW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
Ø9m SHAFT
EXISTING1200Ø SW
PROPOSEDACTIVATED CARBONFILTER DOME
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
PROPOSED RAISED MANHOLE& WEIR STRUCTURE
PROPOSED DN1200
3200
≈300
0≈2
500 ≈1500
600
500
ACTIVATED CARBONFILTER DOME
3.2mØ RAISED MANHOLEAND WEIR STRUCTURE
GL
DN200 AIR BLEED LINE
≈6.0mRL
≈3.0mRL
DN1200 TO ST MARY'SBAY OUT FALL
DN1200 TO ST MARY'S SHAFT
DN1200 FROM HACKETTST EOP
3.2mØ RAISED MANHOLE
WEIR
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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Date:
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2553
03-0
000-
DRG-
CC-1
182.D
WG
20/3/
2018
3:16
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MAU
DC1
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
ST MARY'S ROAD PARK SHAFTRAISED MANHOLE
255303 0000 DRG CC 1182 C
1:200PRELIMINARY
NOT FOR CONSTRUCTION
R DAWSON
A HILLS
A CONCEPT DESIGN M. COBELDICKB 06.03.18 CONCEPT DESIGN UPDATE M.COBELDICKC 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICK
01.5 3.0 6.0m
SCALE 1:150
DN1800 STORAGE PIPE
A-
SECTION A-1:50
DETAIL 1-1:50
NOTES1. THE CONCEPT DESIGN SHOWN PROVIDES INDICATIVE
LAYOUTS AND DIMENSIONS ONLY. CONSTRUCTEDLAYOUTS AND DIMENSIONS INCLUDING HEIGHT OFSTUCTURES ARE LIKELY TO CHANGE DURING THEDETAILED DESIGN PROCESS.
LEGEND:
INDICATIVECONSTRUCTION CORRIDOR
HARBOUR ST
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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2553
03-0
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CC-1
207.D
WG
20/3/
2018
3:16
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MAU
DC1
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
NEW STREET RECEIVING SHAFTCONSTRUCTION LAYOUT
255303 0000 DRG CC 1207 G
1:100PRELIMINARY
NOT FOR CONSTRUCTION
H.ARSHAD
C.MOUNTFORT
M.COBELDICK
A 29.06.17 CONCEPT DESIGN M. COBELDICKB 21.09.17 UPDATED CONCEPT DESIGN M. COBELDICKC 06.11.17 UPDATED CONCEPT DESIGN M.COBELDICKD 14.02.18 UPDATED CONCEPT DESIGN M.COBELDICKE 06.03.18 LIGHT POLE ADDED M.COBELDICKF 07.03.18 AIR EXCHANGE POINTS M.COBELDICKG 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICK
0
SCALE 1:100
1 4m2
SITE OFFICE
CRANE
PROPERTY ACCESSTO BE MAINTAINED
SPOIL BIN/STOCK PILE
LEGEND:
SECURITY FENCE
TRUCK DIRECTION
SHAFT
INDICATIVECONSTRUCTION CORRIDOR
AIR EXCHANGE POINT
PROPERTY ACCESSTO BE MAINTAINED
ACCESS TO HARBOUR ST WILLBE MAINTAINED BY A
CONTROLLED SINGLE LANE
24
23
22
22
22
20
1918
17
16
15
14
14
14
13
13
12
12
12
12
11
11
10
109
9
8
7 6
6
W
W
W
W
W
W
W
WWWWWWWW
W
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WW W
WW
W
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W
W
W
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W
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S S S
SSSSS
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SW SWSW
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SW
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SW
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GAS
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CC
CC
CC
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C
CC
C
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CC
C C C C C C C C C C C C CC C C C C C C C C C C CC C C C C C C C C C C C
CC
C
C C C C C C C C C C C C C
CC C
CC C
CCC
CCC
CC C
C
C C C C C C C C C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C
CC
C
C
CC
CC
C C
C
C
C C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
FF
F
F
FF
F
S S S S S S S S S S S S S S S S S S SDN450
S
S
S
S
S
S
DN750
S
RM
RM
RMRM
P
P
P
P
PP
P
SARSFIELD STREET GRAVITY WASTEWATER MAIN
-6.0
DN450
2.1%
126.82m
15.07
215
.072
09.2
005.8
72
SSMH 1.1 MH2050
DN750
0.3%
46.05m
12.09
812
.098
126.8
176.2
006.5
005.8
985.5
98
SSMH 1.2 MH2050
11.34
111
.341
172.8
686.0
126.0
625.3
295.2
79
SSMH 1.3 MH2050
CHAINAGE
EXISTING SURFACE LEVEL
FINISHEDSURFACE LEVEL
INVERT LEVEL
DEPTH BELOWF.S.L.
GRADE
NOMINAL DIAMETER
DATUM (m)
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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Date:
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03-0
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211.D
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1/5/20
18 4:
44:25
PM
NZAK
L
0
SCALE 1:500
5 10 20m
MATCHLINE REFER DRAWING 255303-0000-DRG-CC-1212
MATC
HLIN
E RE
FER
DRAW
ING
2553
03-0
000-
DRG-
CC-1
212
POWER SUPPLY AND BRANCH 5 LEVELMONITOR CABLES.POWER SUPPLY, MONITOR CABLES ANDRISING MAIN TO BE LAID IN SAME TRENCH
SARSFIELD ST
SHELLEY BEACH ROAD
CURR
AN S
TREE
T
SARSFIELD ST
675Ø COMBINED150Ø COMBINED
620Ø COMBINED
PROPOSED TERMINAL MANHOLEAND ACTIVATION CARBON DOME
GRAVITY CONNECTIONTO BRANCH 5
CONNECT TO EXISTING3 PHASE POWER
SSMH 1.1 SSMH 1.2
SSMH 1.3
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ST MARYS BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
SARSFIELD STREET CONNECTION PIPELINEPLAN AND LONGSECTION
SHEET 1 OF 2
255303 0000 DRG CC 1211 E
1:500PRELIMINARY
NOT FOR CONSTRUCTION
B.HINGSTON
C.MOUNTFORT
M.COBELDICK -
- -
A 29.06.17 CONCEPT DESIGN M.COBELDICKB 06.11.17 CONCEPT DESIGN AMENDMENTS M. COBELDICKC 14.02.18 UPDATED CONCEPT DESIGN M.COBELDICKD 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKE 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICKF 01.05.18 SURVEY NOTE ADDED M.COBELDICK
LEGENDINDICATIVE CONSTRUCTION CORRIDOR
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLES
EXISTING STORMWATEREXISTING WASTEWATEREXISTING WATER SUPPLYEXISTING COMMSEXISTING GASEXISTING SURFACE CONTOURS
SW SW
S S
W W
C C
GAS GAS
P P
RM
PROPOSED UTILITIESARE INDICATIVE
NOTES1. LOCATION OF PROPOSED UTILITIES ARE INDICATIVE IN PROPOSED
CONSTRUCTION CORRIDOR.2. DETAIL DESIGN WILL INCLUDE FINAL SURVEY OF THE PROJECT
CORRIDOR SURFACE LEVELS AND ALIGNMENT.
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124.62m
11.34
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172.8
686.0
126.0
625.3
295.2
79
SSMH 1.3 MH2050
DN750
1.9%
71.92m
5.361
5.361
297.4
883.1
703.2
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912.1
61
SSMH 1.4 MH2050
DN750
1.3%
40.14m
4.001
4.001
369.4
121.7
871.8
172.2
152.1
85
SSMH 1.5 MH2050
DN750
0.3%
49.24m
4.003
4.003
409.5
561.2
041.2
542.7
992.7
49
SSMH 1.6 MH2050
DN750
0.3%
37.82m
2.866
2.866
458.7
941.0
271.0
571.8
401.8
10
SSMH 1.7 MH2050
DN750
0.3%
4.37m
3.015
3.015
496.6
180.9
130.9
132.1
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3.051
500.9
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MP S
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SARSFIELD STREET GRAVITY WASTEWATER MAIN
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FINISHEDSURFACE LEVEL
INVERT LEVEL
DEPTH BELOWF.S.L.
GRADE
NOMINAL DIAMETER
DATUM (m)
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
ST MARYS BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
SARSFIELD STREET CONNECTION PIPELINEPLAN AND LONGSECTION
SHEET 2 OF 2
255303 0000 DRG CC 1212 E
1:500PRELIMINARY
NOT FOR CONSTRUCTION
B.HINGSTON
C.MOUNTFORT
- -
- -
A 29.06.17 CONCEPT DESIGN M.COBELDICKB 06.11.17 CONCEPT DESIGN AMENDMENTS M.COBELDICKC 14.02.18 UPDATED CONCEPT DESIGN M.COBELDICKD 06.03.18 UPDATED CONCEPT DESIGN M.COBELDICKE 20.03.18 INDICATIVE CONSTRUCTION CORRIDOR ADDED M.COBELDICKF 01.05.18 SURVEY NOTE ADDED M.COBELDICK
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Date:
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\2000
00-B
ST\25
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- HA
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1/5/20
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SCALE 1:500
5 10 20m
MATCHLINE REFER DRAWING 255303-0000-DRG-CC-1211
MATC
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DRAW
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2553
03-0
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CURRAN STREET
CURRAN STREET ON RAMP
POINT ERIN PARK
POINT ERIN PARKWEIR STRUCTURE
STORAGE PIPELINE
SSMH 1.4 SSMH 1.5
SSMH 1.6
GRAVITY MAINDISCHARGES TO WEIR
CONSTRUCTION
DN150 NEW RISING MAIN FROM POINTERIN WEIR STRUCTURE TO 375ØBRANCH 5 GRAVITY MAIN
POWER SUPPLY AND BRANCH5 LEVEL MONITOR CABLES
SSMH 1.3.POWER SUPPLY, MONITOR CABLES ANDRISING MAIN TO BE LAID IN SAME TRENCH
LEGENDINDICATIVE CONSTRUCTION CORRIDOR
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLESMARINE OVERFLOW OPTIONS
AUP MANA WHENUA OVERLAY
EXISTING STORMWATEREXISTING WASTEWATEREXISTING WATER SUPPLYEXISTING COMMSEXISTING GASEXISTING SURFACE CONTOURS
SW SW
S S
W W
C C
GAS GAS
P P
RM
SSMH 1.7
NOTE1. LOCATION OF PROPOSED UTILITIES ARE INDICATIVE IN PROPOSED
CONSTRUCTION CORRIDOR.2. DETAIL DESIGN WILL INCLUDE FINAL SURVEY OF THE PROJECT
CORRIDOR SURFACE LEVELS AND ALIGNMENT.
FUTURE POTENTIAL PROJECTCONNECTION SPIGOT
0
SCAL
E 1:1
00
14m
2
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Width
Lock to Lock TimeTrack
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Steering Angle
1.25
:::
6.02.502.50
37.3:
5.00
meters
8.00
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
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FO\S
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AKL\P
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2000
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24/4/
2018
11:52
:00 A
MNZ
AKL
ST MARY'S BAY - MASEFIELD BEACHWATER QUALITY IMPROVEMENT PROJECT
VEHICLE TRACKING PATH
255303 0000 DRG CC 1400 A
1:250PRELIMINARY
NOT FOR CONSTRUCTION
J. LOZANO
R. INMAN
A 24.04.18 ISSUED FOR INFORMATION
SITE OFFICE
PROPOSED NEWSTREET SHAFT3000Ø ID
SPOIL BIN/STOCK PILE
NOTES1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.2. SITE LAYOUT IS INDICATIVE ONLY, AND IS TO BE CONFIRMED AT DETAILED DESIGN
STAGE.3. BACKGROUND SURVEY INFORMATION (EXISTING CONTOURS) HAS BEEN
EXTRACTED FROM AUCKLAND COUNCIL GEOMAPS.4. ANY STOCKPILE OF MATERIAL ONSITE SHOULD BE CONVERTED TO MINIMISE
LOSSES AND NOT BE LOCATED IN OVERLAND FLOW PATHS OR SITE LOW POINTS.5. ALL RUBBISH, VEGETATION, DEBRIS ETC SHOULD BE REMOVED FROM THE
EARTHWORKS AREA AND DISPOSED OFF SITE BY THE CONTRACTOR PRIOR TOCOMMENCEMENT OF SITE CLEARANCE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE OPERATIONAL PRIORTO ANY OTHER WORK COMMENCING ON SITE. THE CONTRACTOR SHALL ARRANGEFOR AND ATTEND A PRELIMINARY SEDIMENT CONTROL MEETING ON SITE WITHTHE ENGINEER AND A REPRESENTATIVE FROM AUCKLAND COUNCIL.
7. THE CONTRACTOR SHALL ENSURE COUNCIL BEST MANAGEMENT PRACTICES AREIN PLACE DURING THE CONSTRUCTION PERIOD OF THE DEVELOPMENT INCLUDINGAT THE SITE ENTRANCE TO CONTROL ALL DUST, SILT, MUD AND SEDIMENTGENERATED BY THE WORKS AS TO NOT DISCHARGE FROM THE SITE AND/ORENTER AUCKLAND COUNCIL STORMWATER SYSTEM.
8. FURTHER SEDIMENT CONTROL MAYBE REQUIRED BY THE ENGINEER AS THEPROJECT ADVANCES. THESE WILL BE INSTALLED AS AND WHERE DIRECTED BYTHE ENGINEER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THATTHE SITE HAS EFFECTIVE SILT DETENTION FACILITIES OPERATING AT ALL TIMES.
9. ALL SEDIMENT AND EROSION CONTROL FEATURES SHALL BE IN ACCORDANCEWITH AUCKLAND COUNCIL GD05.
10. ALL EXISTING CATCHPITS LOCATED IMMEDIATELY ADJACENT TO CURRAN STREETAND SARSFIELD STREET SHALL BE PROTECTED.
11. THIS PLAN IS TO BE READ IN CONJUNCTION WITH EROSION SEDIMENT CONTROLREPORT 255303-ESC-001.
DN1800 STORAGE PIPELINE
"IMAGE: COURTESY AUCKLAND COUNCIL; ALL COPYRIGHT IN THE MATERIAL IS OWNED BY OR LICENSED TO AUCKLAND COUNCIL."
10METER WIDE PIPELINECONSTRUCTION CORRIDOR
EXISTING STORMWATER CATCHPITSTO BE PLUGGED AND USED AS DIRTYWATER PUMP WELLS AS REQUIRED
EXISTING STORMWATERINLET PROTECTION RINGFENCE WITH SILT SOCK
DIRTY WATER DIVERSION300mm HOTMIX BUNDPROTECTING OPEN SHAFT INACCORDANCE TO GD05 E2.2
EXISTING STORMWATERCATCHPIT TO BEPROTECTED
CLEAN WATER DIVERSION300mm HOTMIX BUND INACCORDANCE TO GD05 E2.1
SILT SOCKS PLACED INSIDESITE BOUNDARY FENCE
LEGENDPROPOSED CLEAN WATER DIVERSION BUNDPROPOSED DIRTY WATER DIVERSION BUNDEXISTING OVERLAND FLOWPROPOSED SILT FENCEPROPOSED SEDIMENT POND
AIR EXCHANGE POINT
STABILISED CONSTRUCTION ENTRANCE
INLET PROTECTION
PROPOSED BUILDINGS
PROPOSED GRAVITY WASTEWATER MAINPROPOSED WASTEWATER RISING MAINPROPOSED WATER MAINPROPOSED RISING MAIN LEVELMONITORING AND POWER SUPPLY CABLESPROPOSED SECURITY FENCEEXISTING SURFACE CONTOURS
S
P P
RM
SF
W W
DIRTY WATER DIVERSION300mm HOTMIX BUND INACCORDANCE TO GD05 E2.2
HARBOUR ST
LONDON ST
NEW ST
DUNEDIN ST
WAITEMATA ST
NEW ST
0
SCALE 1:250
2.5 5 10m
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
AutoCAD SHX Text
8M-TRUCK
AutoCAD SHX Text
NEW ZEALAND (NZ)
AutoCAD SHX Text
(c) 2018 Transoft Solutions, Inc. All rights reserved.
SHELLY BEACH RD
AMIR
IA S
T
EMMET
T ST
HACKETT ST
PERC
IVAL
PAR
ADE
RING TERRACE
LONDON ST
ST MARYS RD
CURR
AN S
T ON
RAM
P
SHEL
LY BE
ACH R
D
ST MARYS RD
HACKETT ST
SARS
FIELD
ST SHELLY BEACH RD
LONDON ST
DUNEDIN ST
ST FRANCIS DE SALE ST
NEW
ST
NEW
ST
STATE HIGHWAY 1
STATE HIGHWAY 1
WAITEMATA ST
ST MARYS RD
CURRAN ST
HARBOUR ST
1800Ø
1800Ø
1800ØPUMP STATION
SHEL
LY BE
ACH R
D
AMIR
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T RING TERRACE
STATE HIGHWAY 1
ST MARYS RD
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1800Ø
LONDON ST
ST MARYS RD
ST MARYS RD
SHEL
LY BE
ACH R
D
LONDON ST
ST MARYS RD
ST MARYS RD
LONDON ST
NEW
ST
WAITEMATA ST
HARBOUR ST
1800Ø
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RG-II
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Auck
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0
SCALE 1:2000
20 40 80m
LEGEND:
STORAGE PIPELINE
SHAFT LOCATION
PROPOSED MARINE OUTFALL
EINDICATIVE CONSTRUCTION CORRIDOR
MANA WHENUA OVERLAY
INCLINOMETER
TYPE 1- BUILDING/COLUMN MONITORING LOCATION
TYPE 2- GROUND MONITORING LOCATION
TYPE 3- INDICATIVE ACOUSTIC MONITORING LOCATION
TYPE 4- GROUNDWATER MONITORING LOCATION FOR STABILITY
5mm MODELLED SETTLEMENT
10mm MODELLED SETTLEMENT
20mm MODELLED SETTLEMENT
C1
ST MARYS SHAFTCLUSTER 1 CLUSTER 2
CLUSTER 3
CLUSTER 4
CLUSTER 2
CLIENT
DATE TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER DRAWING No.
SCALE SIZEA1
.
0
SCALE 1:1000
10 40m20
HACKETT ST DIVERSION AND MASEFIELD
INSTRUMENTATION AND MONITORING LOCATIONAND BUILDING LOCATION PLAN
(WHOLE ALIGNMENT)
255303 0000 DRG II 1001 A
PRELIMINARYNOT FOR CONSTRUCTION
P.NICOLAJSEN
J.LOKES
R.ALEA
A 16.03.18 DRAFT FOR CLIENT REVIEW MC
INSTRUMENTATION AND MONITORING LOCATION PLAN1:2000
ST MARYS RESERVE SHAFT
NEW STREET SHAFT
CLUSTER 1 CLUSTER 3 CLUSTER 4SCALE 1:1000 SCALE 1:1000 SCALE 1:1000
SCALE 1:1000
POINT ERIN SHAFT
OUTFALLOPTION A2
OUTFALLOPTION A1
INDICATIVE NOISE AND VIBRATION MONITORINGLOCATIONS. SUITABLE POSITIONS TO BEIDENTIFIED WITHIN A 25m RADIUS OF THEWORKS OR AT NEAREST RECEIVER.
INDICATIVE NOISE AND VIBRATION MONITORINGLOCATIONS. SUITABLE POSITIONS TO BEIDENTIFIED WITHIN A 25m RADIUS OF THEWORKS OR AT NEAREST RECEIVER.
INDICATIVE NOISE AND VIBRATION MONITORINGLOCATIONS. SUITABLE POSITIONS TO BEIDENTIFIED WITHIN A 25m RADIUS OF THEWORKS OR AT NEAREST RECEIVER.
LONDON/NEW STREET SHAFT
C1C2
C4
C7
C3 C5C6
C7
C6
C3 C4C5
AutoCAD SHX Text
ROAD PARK SHAFT
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