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DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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00.D
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L20
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ASHHURST
WOODVILLE
TARA
RUA
DIST
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COU
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PALM
ERST
ON N
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CIT
Y CO
UNCI
L
MAN
AWAT
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OUNC
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TARA
RUA
DIST
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COU
NCIL
BR02 - MANAWATŪ RIVER BRIDGE
BR03 - ECO BRIDGE
BR05 - TE ĀPITI WINDFARM UNDERPASS
BR06 - BALLANTRAE FARM UNDERPASS
BR07 - MANGAMANAIA STREAM BRIDGE
MANAWATU
DISTRICT COUNCIL
PALMERSTON NORTH CITY COUNCIL
MANAWATŪ RIVER
POHA
NGIN
A RI
VER
BRIDGE LOCATION PLAN
DG S 2100 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
C 24/01/2020 ISSUED FOR REGIONAL CONSENT D. McGAHANB 19/11/2019 ISSUED FOR REGIONAL CONSENT - DRAFT REVIEW D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
BR01 - NUTCRACKER FARM UNDERPASS
T. WATTERSON24/02/2020
A-
SEMI RIGIDBARRIER
FALL PROTECTION
WIRE ROPEBARRIER
SETTLEMENTSLAB
MSE WALLS
TO A
SHHU
RST
TO W
OODV
ILLE
SHOU
LDER
LANE
MEDI
ANLANE
LANE
SHOU
LDER
℄ BRIDGE
3280
℄CO
NTRO
L LIN
E MC
00
3260
120
GRAVEL
VARIESUNDERPASS OVERALL LENGTH
SEMI RIGIDBARRIER
100
140
WIRE ROPEBARRIER
VARIESSHOULDER
3500LANE
3500LANE
VARIESMEDIAN
3500LANE
VARIESSHOULDER
VARIES VARIES
MSE WALLS WITHMODULAR CONCRETEBLOCK FACING (TYP)
FALL PROTECTIONTYPICAL
EXISTING GROUND LEVEL
PROPOSED DESIGNSURFACE
STEEL IMPACT PROTECTIONNOSING EACH END
LENGTH VARIES REINFORCED CONCRETEPRECAST SEGMENTS
UNDERCUT AND BACKFILL WITH COMPACTED MUDSTONE TOACHIEVE VANE SHEAR STRENGTH >135kPa AND AIR VOIDS <6%
2400TYP
SEMI RIGIDBARRIER
SEMI RIGIDBARRIER
FALL
13
13
FALL
℄ CONTROL LINE MC00
4900
MIN
.
INSITUCONCRETE
STITCH
INSITUCONCRETE
STITCH
10 NO. LONGITUDINALPOST-TENSIONING
TENDONS
REINFORCED CONCRETESETTLEMENT SLAB
3000mm LONG
DRAINAGE LAYER
500 WIDE STRIP OFBITUTHENE 3000 APPLIEDTO WALL FACE AND ROOFAT SEGMENT JOINTS
EARTHWORK FILL
ROAD SURFACE LEVEL
110Ø PERFORATED PIPE
PRECAST 2400mmLONG SEGMENTS
UNDERCUT AND BACKFILLWITH COMPACTED MUDSTONE
VARIES VARIES
BARRIER
FABRIC FILTER
PAVEMENTSURFACING
C BRIDGEL
FALL FALL
2% FALL2% FALL
0
SCALE 1:100
1 4m2
0
SCALE 1:50
1000500 2000mm
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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10:28
:23
"UNDERPASS STRUCTURE (BR01, BR05 & BR06)"TYPICAL PLAN & SECTIONS
TAT 3 DG S 2101 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
C 24/02/2020 ISSUED FOR REGIONAL CONSENT D. McGAHANB 19/11/2019 ISSUED FOR CONCEPT DESIGN D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
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10:28
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LONG SECTION1:100
PLAN1:100
SECTION A-1:50
T. WATTERSON24/02/2020
MSE WALL WITH PRECASTFACING PANELS
SETTLEMENT SLAB
SETTLEMENT SLAB
55.4
55.4
55.4
55.4
57.5
57.5
57.5
57.5
57.5
59.2
59.2
59.2
59.2
10.0mMIN
2-YEAR FLOOD EXTENT
100-YEAR FLOOD EXTENT
2500-YEAR FLOOD EXTENT
VIEWING PLATFORM15m x 1.5m
3m WIDE SHARED USE PATH
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
℄RAIL
SPAN 1
SPAN 2SPAN 3
SPAN 4
MSE WALL BEHINDABUTMENT
MSE WALL BEHINDABUTMENT
PROPOSED DESIGNATIONBOUNDARY
2 LAYERS OF D50=900 RIP RAPROCK. BELOW 900 THK LAYER OFEXISTING RIVER BED MATERIAL
℄BRIDGECONTROL LINE MCOO
SWSW
SWSW
SWSW
SW
SWSW
SWSW
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
SWSW
DRAINAGECATCHPIT (TYP)
℄PIER 2
℄PIER 3
℄ ABUTMENT B℄ ABUTMENT A
TO WOODVILLE
TO ASHHURST
TARA
RUA
DIST
RICT
COU
NCIL
PALM
ERST
ON N
ORTH
CIT
Y CO
UNCI
L
PARAHAKI ISLAND
MANA
WAT
ŪRIV
ER
℄PIER 1
PALM
ERST
ON N
ORTH
CIT
Y CO
UNCI
L
TARARUA DISTRICT COUNCIL
MANAWATU DISTRICT COUNCIL
MAN
AWAT
U DI
STRI
CT C
OUNC
IL
3700
3600
3800
3900
2 LAYERS OF D50=450RIP RAP ROCK
2 LAYERS OF D50=450 RIP RAP ROCK
299,000 (OVERALL LENGTH ALONG CURVE)
68,500(SPAN 4)
50,500(SPAN 1)
90,000(SPAN 2)
90,000(SPAN 3)
PRESTRESSED CONCRETEBOX GIRDER DEPTHVARIES
LEAD RUBBERBEARINGS (TYP)LEAD RUBBER
BEARINGS (TYP)
MODULAR EXPANSIONJOINTMODULAR EXPANSION
JOINT
Q2 55.4mQ100 57.5m
Q2500 59.2m
MSE WALL BEHINDABUTMENT
MSE WALL WITH PRECASTFACING PANELS
TEXAS T80HTBARRIER
MSE WALL BEHINDABUTMENT
EXISTING GROUNDLEVEL
TEMPORARY RETENTIONFOR CONSTRUCTION
TEMPORARY RETENTIONFOR CONSTRUCTION
1380
0CL
EARA
NCE
REINFORCED CONCRETEABUTMENT WITH PADFOUNDATION (TYP)
5.0mx4.5m HIGHACCESS TRACK
1800 THK RIPRAP ROCK
900 THK EXISTINGBED MATERIAL
REINFORCEDCONCRETE PIER
REINFORCED CONCRETEPILECAP 14mx14mx3m
REINFORCED CONCRETEPILES Ø3000 (TYP)
℄PIER 2℄PIER 1 ℄PIER 3℄ ABUTMENT A ℄ ABUTMENT B
2.51
℄RAIL
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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01-2
203.D
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L20
20-0
2-20
10:28
:31
0
SCALE 1:500
5 10 20mELEVATION
1:500
PLAN1:500
BR02 - MANAWATū RIVER BRIDGEPLAN & ELEVATION
DG S 2201 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
C 24/02/2020 ISSUED FOR REGIONAL CONSENT D. MACKINTOSHB 19/11/2019 ISSUED FOR CONCEPT DESIGN D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
T. WATTERSON24/02/2020
RW
RW
RWRW
RWRWRW
RW RW
SETTLEMENT SLAB
SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN7
C BRIDGECONTROL LINE MC00
SW SW SW SW SW SW SW SW SWSW SW SW SW SW SW SW 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 SWSW SW SW SW SW SW SW SW SW SWSW SW SW SW SW SW SW SW SW SWSW SW SW SW SW SW
SWSW
SW
SW SWSW
SW
SW
SW
SW
SW
SW
SW
SWSW
SWSW
4000
4100
4200 4300SETTLEMENT SLABDRAINAGECATCHPIT (TYP)
2.5m SHARED USE PATHVIEWING
PLATFORM
C PIER 1 C PIER 4 C PIER 5 C PIER 6
TO WOODVILLE
TO ASHHURST
C PIER 2C ABUTMENT B
L L L L LL
L
OLD GROWTH FOREST
SWAMPMAIRE
C ABUTMENT AL C PIER 3L
4000 4300
4200
4100
RETAINING WALL
RETAINING WALL
SLIDING POTBEARING TYP.ABUT
INTEGRAL PIERS
MODULAREXPANSIONJOINT (TYP)
305000 (OVERALL LENGTH)
35000 47000 47000 47000 47000 47000 35000
MODULAREXPANSIONJOINT
EXISTING GROUND LEVELTAKEN ALONG BRIDGECONTROL LINE
SETTLEMENTSLAB
SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7
WEATHERING STEELGIRDERS
MSE WALL BEHINDABUTMENT
SETTLEMENT SLAB
HARD LANDSCAPINGON SPILL THROUGHABUTMENTS
EXISTING WETLAND
EXISTING STREAM
1800 Ø REINFORCEDCONCRETE COLUMNS (TYP)
2100 Ø REINFORCEDCONCRETE PILES (TYP)
1800 Ø REINFORCEDCONCRETE ABUTMENT PILES
REINFORCEDCONCRETESTUB WALL
BOARDWALK
REINFORCED CONCRETESTUB WALL
C ABUTMENT A C PIER 2C PIER 1 C PIER 3 C PIER 4 C PIER 5 C PIER 6 C ABUTMENT BL L L L L L L L
EXISTING WETLAND
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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S-23
01-2
302.D
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10:29
:10
0
SCALE 1:500
5 10 20m
ELEVATION1:500
PLAN1:500
100 YEAR
FLOOD PLAIN
GEOLOGICAL LONG SECTION AND PILE FOUNDING DEPTHS ARE SHOWN ONDRAWING No. 3030-DG-G-2321
BR03- ECO BRIDGEPLAN & ELEVATION
DG S 2301 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
C 24/02/2020 ISSUED FOR REGIONAL CONSENT D. McGAHANB 19/11/2019 ISSUED FOR CONCEPT DESIGN D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
BASED ON GEOMETRIC ALIGNMENT 33E
T. WATTERSON24/02/2020
REINFORCEDCONCRETE L-WALL
SETTLEMENT SLAB SETTLEMENT SLAB
RIP RAP SCOURPROTECTION
REINFORCED EARTH (RE)RETAINING WALL
AS-2702
TEXAS T80 HTBARRIERS
30° 47°
39°20°
36000
4.5m 4.5m
WIRE ROPEBARRIER
℄BRIDGECONTROL LINE MC00
REINFORCEDCONCRETE L-WALL
REINFORCED EARTH(RE) RETAINING WALL
SHOULDER
SHOULDER
TO ASHHURST
TO WOODVILLE
TO ASHHURST
TO WOODVILLE
LANE
LANE
LANE
LANE
FARM ACCESS TRACK
FARM ACCESS TRACK
℄ ABUTMENT A ℄ ABUTMENT B
SHARED PATH
MANGAMANAIA STREAM
MEDIAN
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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01-2
702.D
WG
NZAK
L20
20-0
3-03
15:43
:31
0
SCALE 1:250
2.5 5 10m
PLAN1:250
BR07 - MANGAMANAIA STREAM CROSSING BRIDGEPLAN
DG S 2701 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
T. WATTERSON24/02/2020
C 24/02/2020 ISSUED FOR REGIONAL CONSENT D. MACKINTOSHB 19/11/2019 ISSUED FOR CONCEPT DESIGN D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
BASED ON GEOMETRIC ALIGNMENT 33E
1.5m
2000 LONG REINFORCEDCONCRETE SETTLEMENT SLAB
REINFORCED CONCRETE FOUNDATIONCAST INTEGRALLY WITH SUPERTEE BEAMS
GROUND IMPROVEMENTS,UNDERCUT AND REPLACE WITHCEMENT STABILISED HARDFILL,
REINFORCED EARTH (RE) WALLWITH STEEL GEOGRID AND
GRANULAR BACKFIL,
4500
CLEA
RANC
E
36000
4.5m ACCESSTRACK45
00CL
EARA
NCE
Q10 83.0mQ100 83.7m
PLANTED RIPARIANMARGIN
SCOUR PROTECTION
4.5m ACCESSTRACK
5.0m LONG STEEL NOSINGEACH BEAM BOTH ENDS 200 INSITU DECK ON
1525 SUPERTEE BEAMS
VARIES VARIES
REINFORCEDCONCRETE L-WALL
TEXAS T80 HTBARRIER
EXISTINGGROUND LEVEL
1.5m
1-
CONCRETE BLINDINGLAYER 200 THK
FALL PROTECTION (TYP)
SETTLEMENT SLAB
3% FALL
1
60
3% FALL
1
60
℄ ABUTMENT A ℄ ABUTMENT B
BLIND VOIDS IN RIP-RAPWITH RIVER BED MATERIAL
SCOUR PROTECTION RIPRAP ROCK D50=750mm
FILTER LAYER
1500
NOM
240
NOM
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
REVIEWED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVPHASE DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.
CLIENT TE AHU A TURANGA: MANAWATŪ TARARUA HIGHWAY
TAT 3
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Date:
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702.D
WG
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L20
20-0
3-03
15:43
:32
0
SCALE 1:100
1 4m2
ELEVATION1:100
0
SCALE 1:50
1000500 2000mm
DETAIL 1-1:50
BR07 - MANGAMANAIA STREAM CROSSING BRIDGEELEVATION & TYPICAL CROSS SECTION
DG S 2702 C
AS SHOWNCONSENT
NOT FOR CONSTRUCTION
A. THOMPSON
P. LIPSCOMBE
P. LIPSCOMBE T. WATTERSON
T. WATTERSON24/02/2020
C 24/02/2020 ISSUED FOR REGIONAL CONSENT D. MACKINTOSHB 19/11/2019 ISSUED FOR CONCEPT DESIGN D. MACKINTOSHA 18/10/2019 CONCEPT DESIGN - DRAFT REVIEW D. MACKINTOSH
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