E FX - at · 8.5 9.09.0 9.0 9.0 9.0 8.5 9.011.0 9.09.59.09.5 10.0 8.5 ff ff ff ff ff e e e e e e e...
4
8.5 9.0 9.0 9.0 9.0 9.0 9.0 11.0 8.5 8.5 9.0 9.5 9.0 9.5 10.0 8.5 F F F F F F F F F F E E E E E E E E E E E E E E E E E E E E E R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R 21 16A 16B 16C 15 14 SW SW SW SW SW SW S SW SW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO FO FO FO FO FO FO FO FO F FX FX FX FX FX FX FX FX FX FX FX FX FX FX C C C C C C C C JOIN LINE JOIN LINE 2260 2280 2300 2320 2340 2360 0 F F F F F F F F F F E E E E E E E E E E E E E E E E E E E E E R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R VOD VOD VOD VOD VOD VOD VOD VOD VOD VOD VOD VOD VOD VOD JOIN LINE JOIN LINE 2260 2280 2300 2320 2340 2360 0 - G914 LEGEND F F X X X X X EXISTING POWER POLE NEW / RELOCATED SIGN SIGN TO BE RELOCATED / REMOVED EXISTING SIGN RETAINED BALUSTRADE (BOARDWALK / STRUCTURE) EXISTING FENCE TO REMAIN EXISTING PROPERTY BOUNDARY F F F FENCE TO BE REMOVED NEW BOLLARD KIWIRAIL BOUNDARY EXISTING RAIL TRACK CLEARANCE TO RAIL TRACK NEW KERB EXISTING TREE TREE TO BE REMOVED EXISTING CATCHPIT EXISTING RAIL GANTRY KERB TO BE REMOVED EXISTING STREET LIGHT NEW STORMWATER CATCHPIT / DRAIN NEW STORMWATER PIPE EXISTING STORMWATER PIPE EXISTING SANITARY SEWER PIPE SW SS EXISTING VECTOR CABLE VEC EXISTING GAS LINE G EXTENT OF EARTHWORKS NEW BOARDWALK (GRP) NEW STORMWATER MANHOLE EXISTING MANHOLE EXISTING WATER PIPE W TREE DRIP LINE R R EXISTING RETAINING WALL NEW ROCK CHANNEL FIBRE OPTIC CABLE CARRIES FX FO ONE CABLE OWNED BY AT AND ONE BY FX EXISTING KIWIRAIL CABLE C BOARDWALK PIER LOCATION 1.8m CHAIN LINK FENCE EXISTING OVERLAND FLOW PATH EXISTING VODAFONE CABLE VOD OVERHEAD POWER WIRE E NEW EROSION CONTROL LAYER EXTENT OF GROUND REPROFILING OPEN GRADE FILL RETAINING (THICKENED EDGE) RETAINING STRUCTURE R R R R R R NEW LANDSCAPED BUFFER BANDING (CHARCOAL EXPOSED AGGREGATE SURFACING) NEW SHARED USE PATH (BRUSHED CONCRETE) BANDING (WHITE EXPOSED AGGREGATE SURFACING) NEW SHARED AREA - VEHICLE LOADING (BRUSHED CONCRETE) VEHICULAR ACCESS (ASPHALT CONCRETE) FOOTPATH (CONCRETE) NEW CCTV CAMERA NEW NSAAT ROAD MARKINGS RED CALCINED BAUXITE SURFACING NEW HANDRAIL DESIGNATION 6773 BOUNDARY REPROFILING CARRIAGEWAY RESURFACING PARTIAL BARRIER FENCE A1 AUCKLAND TRANSPORT AND NEW ZEALAND TRANSPORT AGENCY GLEN INNES TO TAMAKI DRIVE SHARED PATH SECTION - 2 PHASE 2C - GENERAL LAYOUT PLAN NOT FOR CONSTRUCTION FOR INFORMATION ONLY 07.05.20 4.4m CLEARANCES BETWEEN: · NEAREST RAIL TRACK (NRT) CL AND PATH EDGE = 4.4m · NRT CL AND EXTERNAL WALL FACE = 4.0m 200mm DRAINAGE CHANNEL REFER TO DRAWING G414 THICKENED EDGE WITH 1.8m CHAINLINK FENCE
Transcript of E FX - at · 8.5 9.09.0 9.0 9.0 9.0 8.5 9.011.0 9.09.59.09.5 10.0 8.5 ff ff ff ff ff e e e e e e e...
8.5
9.0 9.09.0
9.0 9.0
9.0 11.08.58.5
9.09.5 9.09.510.0
8.5
F F F F F F F F F F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
2116A
16B
16C
15
14
SW
SW
SW
SW
SW
SW
SW
SWSW
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS
SSSS
SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS
SSSS
SS
FO
F
O
FO
FO
FO
FO
FOFO
FO
FO
FXFXFXFXFXFXFXFXFXFXFXFXFXFX
CC
CCCCC
C
JO
IN
LIN
E
JO
IN
LIN
E
2260
2280
2300
2320
2340 2360
2380
F F F F F F F F F F
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
VODVOD
VODVOD VOD VOD VOD
VOD
VODVOD
VODVOD
VOD
VOD
JO
IN
LIN
E
JO
IN
LIN
E
2260
2280
2300
2320
2340 2360
2380
-G914
LEGEND
F F
X X X
XX
EXISTING POWER POLE
NEW / RELOCATED SIGN
SIGN TO BE RELOCATED / REMOVED
EXISTING SIGN RETAINED
BALUSTRADE (BOARDWALK / STRUCTURE)
EXISTING FENCE TO REMAIN
EXISTING PROPERTY BOUNDARY
F F F FENCE TO BE REMOVED
NEW BOLLARD
KIWIRAIL BOUNDARYEXISTING RAIL TRACK
CLEARANCE TO RAIL TRACK
NEW KERB
EXISTING TREE
TREE TO BE REMOVED
EXISTING CATCHPIT
EXISTING RAIL GANTRY
KERB TO BE REMOVED
EXISTING STREET LIGHT
NEW STORMWATER CATCHPIT / DRAIN
NEW STORMWATER PIPE
EXISTING STORMWATER PIPE
EXISTING SANITARY SEWER PIPE
SW
SS
EXISTING VECTOR CABLEVEC
EXISTING GAS LINEG
EXTENT OF EARTHWORKS
NEW BOARDWALK (GRP)
NEW STORMWATER MANHOLE
EXISTING MANHOLE
EXISTING WATER PIPEW
TREE DRIP LINE
R R EXISTING RETAINING WALL
NEW ROCK CHANNEL
FIBRE OPTIC CABLE CARRIESFXFO ONE CABLE OWNED BY AT AND ONE BY FX
EXISTING KIWIRAIL CABLEC
BOARDWALK PIER LOCATION
1.8m CHAIN LINK FENCE
EXISTING OVERLAND FLOW PATH
EXISTING VODAFONE CABLEVOD
OVERHEAD POWER WIREE
NEW EROSION CONTROL LAYER
EXTENT OF GROUND REPROFILING
OPEN GRADE FILL
RETAINING (THICKENED EDGE)
RETAINING STRUCTURER R R
R R R
NEW LANDSCAPED BUFFER
BANDING (CHARCOAL EXPOSEDAGGREGATE SURFACING)
NEW SHARED USE PATH(BRUSHED CONCRETE)
BANDING (WHITE EXPOSEDAGGREGATE SURFACING)
NEW SHARED AREA - VEHICLE LOADING(BRUSHED CONCRETE)
VEHICULAR ACCESS(ASPHALT CONCRETE)
FOOTPATH(CONCRETE)
NEW CCTV CAMERA
NEW NSAAT ROAD MARKINGS
RED CALCINED BAUXITE SURFACING
NEW HANDRAIL
DESIGNATION 6773 BOUNDARY
REPROFILINGCARRIAGEWAY RESURFACING
PARTIAL BARRIER FENCE
A1
AUCKLAND TRANSPORT AND NEW ZEALAND TRANSPORT AGENCYGLEN INNES TO TAMAKI DRIVE SHARED PATH SECTION - 2
PHASE 2C - GENERAL LAYOUT PLAN
NOT FOR CONSTRUCTION
FOR INFORMATION ONLY
07.05.20
4.4m
CLEARANCES BETWEEN:· NEAREST RAIL TRACK (NRT) CL AND PATH EDGE = 4.4m· NRT CL AND EXTERNAL WALL FACE = 4.0m
200mm DRAINAGE CHANNELREFER TO DRAWING G414
THICKENED EDGE WITH 1.8m CHAINLINK FENCE
AutoCAD SHX Text
SCALE 1:200
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
5
AutoCAD SHX Text
10m
AutoCAD SHX Text
Rev.
AutoCAD SHX Text
SURVEYED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DESIGN CHECK
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
CAD REVIEW
AutoCAD SHX Text
Drawing No.
AutoCAD SHX Text
Status Stamp
AutoCAD SHX Text
Date Stamp
AutoCAD SHX Text
200 mm
AutoCAD SHX Text
DO NOT SCALE - IF IN DOUBT, ASK
AutoCAD SHX Text
150
AutoCAD SHX Text
90
AutoCAD SHX Text
100
AutoCAD SHX Text
80
AutoCAD SHX Text
70
AutoCAD SHX Text
60
AutoCAD SHX Text
50
AutoCAD SHX Text
40
AutoCAD SHX Text
30
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
REV
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CHK
AutoCAD SHX Text
DRN
AutoCAD SHX Text
APP
AutoCAD SHX Text
C
AutoCAD SHX Text
COPYRIGHT
AutoCAD SHX Text
ORIGINAL SIZE
AutoCAD SHX Text
Scales
AutoCAD SHX Text
DESIGN REVIEW
AutoCAD SHX Text
PROF REGISTRATION:
AutoCAD SHX Text
Client:
AutoCAD SHX Text
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 STANTEC LTD.
AutoCAD SHX Text
Client:
AutoCAD SHX Text
SHEET 22 OF 25
AutoCAD SHX Text
1 : 200
AutoCAD SHX Text
80504522-C4-0402_G1562
AutoCAD SHX Text
A
AutoCAD SHX Text
pw:\\asiavpwint05.mwhglobal.com:AP_Projects\Documents\New Zealand Clients\Auckland Transport\80504522 - Glen Innes to Tamaki Dr\02\_General\80504522-C4-0402_G1562
AutoCAD SHX Text
Kardon Consultants
AutoCAD SHX Text
2017
AutoCAD SHX Text
Jan Franta
AutoCAD SHX Text
08/2015
AutoCAD SHX Text
Kerry Ware
AutoCAD SHX Text
04/2020
AutoCAD SHX Text
charles maaka
AutoCAD SHX Text
06.05.20
AutoCAD SHX Text
Lukshmi Ranasinghe
AutoCAD SHX Text
06.05.20
AutoCAD SHX Text
Gary McLean
AutoCAD SHX Text
06.05.20
AutoCAD SHX Text
graeme stanton
AutoCAD SHX Text
06.05.20
9.011.0
8.5
9.09.5
10.010.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
8.0
8.5
8.5
9.0
9.5
10.0
8.08.0
8.58.58.5
9.59.5
9.59.510.0
10.010.0
FF
FF
F
FFFFFF
F F F F F F F F F F F F
F F
FFFFFFFFFFFFFFFFFFFFFFF
F
E
E
E
E
E
E
E
E
E
EEEE
E
E
E
E
E
E
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
XXXXXXXXX
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
21
9
1119
SW
SW
SW
SW
SW
SW
SWSW
SW
SWSW
SWSW
SWSW
SWSW
SW
SWSW
SWSW
SWSW
SW
SWSW
SWSW
SW
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FH
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
FO
FO
FO
FO
FO
FOFO
FO
FO
FO FX
FXFX
FXFXFXFXFXFXFXFX
FXFXFX SW
SWSW
JO
IN
LIN
E
JO
IN
LIN
E
2360
2380
2400
2420
2440
2460
2480
FF
FF
F
FFFFFF
F F F F F F F F F F F F
F F
FFFFFFFFFFFFFFFFFFFFFFF
F
E
E
E
E
E
E
E
E
E
EEEE
E
E
E
E
E
E
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
XXXXXXXXX
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
JO
IN
LIN
E
JO
IN
LIN
E
2360
2380
2400
2420
2440
2460
2480
VOD VOD VOD VOD VOD VOD VOD VODVOD
VODVOD
VODVOD
SCALE 1:200
5 0 5 10m
Rev.
SURVEYED
DRAWN
DESIGNED
DESIGN CHECK
APPROVED
CAD REVIEW
Drawing No.
Status Stamp
Date Stamp
200
mm
DO N
OT S
CALE
- IF
IN D
OUBT
, ASK
150
9010
080
7060
5040
3020
100
REV REVISIONS DATECHKDRN APP
CCOPYRIGHT
ORIG
INAL
SIZ
E
Scales
DESIGN REVIEW
PROF REGISTRATION:
Client:
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 STANTEC LTD.
A1
Client:
AUCKLAND TRANSPORT AND NEW ZEALAND TRANSPORT AGENCYGLEN INNES TO TAMAKI DRIVE SHARED PATH SECTION - 2
PHASE 2C - GENERAL LAYOUT PLANSHEET 23 OF 25
NOT FOR CONSTRUCTION
FORINFORMATION ONLY
07.05.20
1 : 200
80504522-C4-0402_G1563 Apw:\\asiavpwint05.mwhglobal.com:AP_Projects\Documents\New Zealand Clients\Auckland Transport\80504522 - Glen Innes to Tamaki Dr\02\_General\80504522-C4-0402_G1563
Kardon Consultants 2017
Jan Franta 08/2015
Kerry Ware 04/2020
charles maaka 06.05.20
Lukshmi Ranasinghe 06.05.20
Gary McLean 06.05.20
graeme stanton 06.05.20
KITENUI AVENUE
LEGEND
F F
X X X
XX
EXISTING POWER POLE
NEW / RELOCATED SIGN
SIGN TO BE RELOCATED / REMOVED
EXISTING SIGN RETAINED
BALUSTRADE (BOARDWALK / STRUCTURE)
EXISTING FENCE TO REMAIN
EXISTING PROPERTY BOUNDARY
F F F FENCE TO BE REMOVED
NEW BOLLARD
KIWIRAIL BOUNDARYEXISTING RAIL TRACK
CLEARANCE TO RAIL TRACK
NEW KERB
EXISTING TREE
TREE TO BE REMOVED
EXISTING CATCHPIT
EXISTING RAIL GANTRY
KERB TO BE REMOVED
EXISTING STREET LIGHT
NEW STORMWATER CATCHPIT / DRAIN
NEW STORMWATER PIPE
EXISTING STORMWATER PIPE
EXISTING SANITARY SEWER PIPE
SW
SS
EXISTING VECTOR CABLEVEC
EXISTING GAS LINEG
EXTENT OF EARTHWORKS
NEW BOARDWALK (GRP)
NEW STORMWATER MANHOLE
EXISTING MANHOLE
EXISTING WATER PIPEW
TREE DRIP LINE
R R EXISTING RETAINING WALL
NEW ROCK CHANNEL
FIBRE OPTIC CABLE CARRIESFXFO ONE CABLE OWNED BY AT AND ONE BY FX
EXISTING KIWIRAIL CABLEC
BOARDWALK PIER LOCATION
1.8m CHAIN LINK FENCE
EXISTING OVERLAND FLOW PATH
EXISTING VODAFONE CABLEVOD
OVERHEAD POWER WIREE
NEW EROSION CONTROL LAYER
EXTENT OF GROUND REPROFILING
OPEN GRADE FILL
RETAINING (THICKENED EDGE)
RETAINING STRUCTURER R R
R R R
NEW LANDSCAPED BUFFER
BANDING (CHARCOAL EXPOSEDAGGREGATE SURFACING)
NEW SHARED USE PATH(BRUSHED CONCRETE)
BANDING (WHITE EXPOSEDAGGREGATE SURFACING)
NEW SHARED AREA - VEHICLE LOADING(BRUSHED CONCRETE)
VEHICULAR ACCESS(ASPHALT CONCRETE)
FOOTPATH(CONCRETE)
NEW CCTV CAMERA
NEW NSAAT ROAD MARKINGS
RED CALCINED BAUXITE SURFACING
NEW HANDRAIL
DESIGNATION 6773 BOUNDARY
REPROFILINGCARRIAGEWAY RESURFACING
PARTIAL BARRIER FENCE
-G916
EXISTING PEDESTRIAN BRIDGE TO REMAIN
NEW FOOTPATH
REINSTATE KERB AND CHANNEL
EXISTING FOOTPATH
NEW GATE TO ACCESS RAILWAY
DRAINAGE CHANNEL
THICKENED EDGE WITH 1.8m CHAINLINK FENCE
POLE MOUNTED STEEPGRADIENT WARNING SIGN
STEEP GRADIENTWARNING SIGN
INSTALL NEW RM-17"KEEP LEFT ARROW" SIGN
SEE DRAWING G915 FOR DETAILS
BRIDGE SUPPORTS PAINTED WITH ALTERNATING 100mmYELLOW & BLACK WARNING STRIPES SLOPING 45° TO LEFT(AS PER RM6) FOR DRAINAGE DETAILS SEE DRAINAGE DRAWING G407
RETAINING STRUCTURE WITH 1.8mCHAINLINK FENCE AND HANDRAILEXISTING MANHOLE CLEAR OF
PROPOSED RETAINING STRUCTURE
BRIDGE SUPPORTS PAINTED WITH ALTERNATING 150mmREFLECTIVE YELLOW AND MATT BLACK WARNING STRIPESSLOPING 45° TO LEFT (AS PER MOTSAM P2 S5 RM-6)
INSTALL NEW RM-17"KEEP LEFT ARROW" SIGN
HANDRAIL
PARTIAL BARRIER TO MATCHEXISTING ADJACENT
GIS ID:506674IL = 11.73(SURVEY)DTI = 3.72m
-G918
9.58.08.5 9.5
14.0
14.5
15.0
15.5
9.5
7.0
7.0
7.58.0
9.010.0
11.012.0
13.014.0
15.0
15.5
10.010.511
.011.5
12.0
12.5
13.0
7.5
13.514.0
14.515.0
15.5
16.0
16.0
16.0
16.0
FF
FF
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F F F F F F F FF
FF
FF
FF
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
F F F F F F F F F
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
1
3
1
2
SWSW
SW
SW SW SW SW FHFH
WW
W
WW
W W W
WW
W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
WW
W
SS
SS SS SS SS SS SS SS SS SS SS SS
SSSS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SSSS
SSSS
SSSS
SS SS SS SS SS SS SS SS
SS
SS
SS SS SS SS SS SS SS
F
O
F
O
F
O
FO
FO
FX
FX
FX
FX
FX
FXFX
FX
CC
CCCC
J
O
IN
L
IN
E
JO
IN
LIN
E
2460
2480 2500
2520
2540
2560
2580
J
O
IN
L
IN
E
JO
IN
LIN
E
2460
2480 2500
2520
2540
2560
2580
VEC
VEC
KW KWKW KWKW KW
KW
KWKW
KW
KW
FF
CC
AVODVOD
VODVOD
VOD VOD VOD VOD VOD VOD VOD VOD VOD
FF
FF
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F F F F F F F FF
FF
FF
FF
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
F F F F F F F F F
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
SCALE 1:200
5 0 5 10m
LEGEND
F F
X X X
XX
EXISTING POWER POLE
NEW / RELOCATED SIGN
SIGN TO BE RELOCATED / REMOVED
EXISTING SIGN RETAINED
BALUSTRADE (BOARDWALK / STRUCTURE)
EXISTING FENCE TO REMAIN
EXISTING PROPERTY BOUNDARY
F F F FENCE TO BE REMOVED
NEW BOLLARD
KIWIRAIL BOUNDARYEXISTING RAIL TRACK
CLEARANCE TO RAIL TRACK
NEW KERB
EXISTING TREE
TREE TO BE REMOVED
EXISTING CATCHPIT
EXISTING RAIL GANTRY
KERB TO BE REMOVED
EXISTING STREET LIGHT
NEW STORMWATER CATCHPIT / DRAIN
NEW STORMWATER PIPE
EXISTING STORMWATER PIPE
EXISTING SANITARY SEWER PIPE
SW
SS
EXISTING VECTOR CABLEVEC
EXISTING GAS LINEG
EXTENT OF EARTHWORKS
NEW BOARDWALK (GRP)
NEW STORMWATER MANHOLE
EXISTING MANHOLE
EXISTING WATER PIPEW
TREE DRIP LINE
R R EXISTING RETAINING WALL
NEW ROCK CHANNEL
FIBRE OPTIC CABLE CARRIESFXFO ONE CABLE OWNED BY AT AND ONE BY FX
EXISTING KIWIRAIL CABLEC
BOARDWALK PIER LOCATION
1.8m CHAIN LINK FENCE
EXISTING OVERLAND FLOW PATH
EXISTING VODAFONE CABLEVOD
OVERHEAD POWER WIREE
NEW EROSION CONTROL LAYER
EXTENT OF GROUND REPROFILING
OPEN GRADE FILL
RETAINING (THICKENED EDGE)
RETAINING STRUCTURER R R
R R R
NEW LANDSCAPED BUFFER
BANDING (CHARCOAL EXPOSEDAGGREGATE SURFACING)
NEW SHARED USE PATH(BRUSHED CONCRETE)
BANDING (WHITE EXPOSEDAGGREGATE SURFACING)
NEW SHARED AREA - VEHICLE LOADING(BRUSHED CONCRETE)
VEHICULAR ACCESS(ASPHALT CONCRETE)
FOOTPATH(CONCRETE)
NEW CCTV CAMERA
NEW NSAAT ROAD MARKINGS
RED CALCINED BAUXITE SURFACING
NEW HANDRAIL
DESIGNATION 6773 BOUNDARY
REPROFILINGCARRIAGEWAY RESURFACING
PARTIAL BARRIER FENCE
Rev.
SURVEYED
DRAWN
DESIGNED
DESIGN CHECK
APPROVED
CAD REVIEW
Drawing No.
Status Stamp
Date Stamp
200
mm
DO N
OT S
CALE
- IF
IN D
OUBT
, ASK
150
9010
080
7060
5040
3020
100
REV REVISIONS DATECHKDRN APP
CCOPYRIGHT
ORIG
INAL
SIZ
E
Scales
DESIGN REVIEW
PROF REGISTRATION:
Client:
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 STANTEC LTD.
A1
Client:
AUCKLAND TRANSPORT AND NEW ZEALAND TRANSPORT AGENCYGLEN INNES TO TAMAKI DRIVE SHARED PATH SECTION - 2
PHASE 2C - GENERAL LAYOUT PLANSHEET 24 OF 25
NOT FOR CONSTRUCTION
FOR INFORMATION ONLY
07.05.20
1 : 200
80504522-C4-0402_G1564 Apw:\\asiavpwint05.mwhglobal.com:AP_Projects\Documents\New Zealand Clients\Auckland Transport\80504522 - Glen Innes to Tamaki Dr\02\_General\80504522-C4-0402_G1564
Kardon Consultants 2017
Jan Franta 08/2015
Kerry Ware 04/2020
charles maaka 06.05.20
Lukshmi Ranasinghe 06.05.20
Gary McLean 06.05.20
graeme stanton 06.05.20
-G916
EXISTING POWER POLE TO REMAIN
NEW PAVEMENT
3.7m WIDE SHARED USE PATH
INSTALL NEW BOLLARDS(CENTRAL BOLLARDS TO BE REMOVABLE)
SHARED SPACE
NEW RAMP
RETAINING STRUCTURE WITH1.4m BALUSTRADE
NEW VEHICLE CROSSING RAMP
DRAINAGE CHANNEL
ACTIVE 'TRUCKS' WARNING SIGN
EXISTING MANHOLE ACCOMMODATEDBEHIND RETAINING STRUCTURE
14 NO. PARKING SPACES
FOR DRAINAGE DETAILS REFERTO DRAWING G408
REMOVE EXISTING CATCHPITAND CATCHPIT LEAD
PEDESTRIAN REST AREA.3.0m TIMBER BENCHWITH NO BACKREST.
LIASE WITH DEVELOPER OF 1 - 3 PUREWA ROADWITH REGARDS TO ACCESS ARRANGEMENTS
AutoCAD SHX Text
FH
AutoCAD SHX Text
FH
F F F F F F F F F F F F F F F F F F F F F
E
E
E
E
E
E
E
E
E
E
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
RRRRR XXX
SWSW
SWSW
SW
SW
SW
SW
SW
SW
SW
SW
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SSSS
JO
IN
LIN
E
2560
2580
2600
2620
2640 2652
F F F F F F F F F F F F F F F F F F F F F
E
E
E
E
E
E
E
E
E
E
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
RRRRR XXX
JO
IN
LIN
E
2560
2580
2600
2620
2640 2652VOD VOD VOD VODVEC
VECVEC
VECVEC
VEC
VECVEC
VECVEC
VOD
VODVOD
VODVOD
SCALE 1:200
5 0 5 10m
LEGEND
F F
X X X
XX
EXISTING POWER POLE
NEW / RELOCATED SIGN
SIGN TO BE RELOCATED / REMOVED
EXISTING SIGN RETAINED
BALUSTRADE (BOARDWALK / STRUCTURE)
EXISTING FENCE TO REMAIN
EXISTING PROPERTY BOUNDARY
F F F FENCE TO BE REMOVED
NEW BOLLARD
KIWIRAIL BOUNDARYEXISTING RAIL TRACK
CLEARANCE TO RAIL TRACK
NEW KERB
EXISTING TREE
TREE TO BE REMOVED
EXISTING CATCHPIT
EXISTING RAIL GANTRY
KERB TO BE REMOVED
EXISTING STREET LIGHT
NEW STORMWATER CATCHPIT / DRAIN
NEW STORMWATER PIPE
EXISTING STORMWATER PIPE
EXISTING SANITARY SEWER PIPE
SW
SS
EXISTING VECTOR CABLEVEC
EXISTING GAS LINEG
EXTENT OF EARTHWORKS
NEW BOARDWALK (GRP)
NEW STORMWATER MANHOLE
EXISTING MANHOLE
EXISTING WATER PIPEW
TREE DRIP LINE
R R EXISTING RETAINING WALL
NEW ROCK CHANNEL
FIBRE OPTIC CABLE CARRIESFXFO ONE CABLE OWNED BY AT AND ONE BY FX
EXISTING KIWIRAIL CABLEC
BOARDWALK PIER LOCATION
1.8m CHAIN LINK FENCE
EXISTING OVERLAND FLOW PATH
EXISTING VODAFONE CABLEVOD
OVERHEAD POWER WIREE
NEW EROSION CONTROL LAYER
EXTENT OF GROUND REPROFILING
OPEN GRADE FILL
RETAINING (THICKENED EDGE)
RETAINING STRUCTURER R R
R R R
NEW LANDSCAPED BUFFER
BANDING (CHARCOAL EXPOSEDAGGREGATE SURFACING)
NEW SHARED USE PATH(BRUSHED CONCRETE)
BANDING (WHITE EXPOSEDAGGREGATE SURFACING)
NEW SHARED AREA - VEHICLE LOADING(BRUSHED CONCRETE)
VEHICULAR ACCESS(ASPHALT CONCRETE)
FOOTPATH(CONCRETE)
NEW CCTV CAMERA
NEW NSAAT ROAD MARKINGS
RED CALCINED BAUXITE SURFACING
NEW HANDRAIL
DESIGNATION 6773 BOUNDARY
REPROFILINGCARRIAGEWAY RESURFACING
PARTIAL BARRIER FENCE
Rev.
SURVEYED
DRAWN
DESIGNED
DESIGN CHECK
APPROVED
CAD REVIEW
Drawing No.
Status Stamp
Date Stamp
200
mm
DO N
OT S
CALE
- IF
IN D
OUBT
, ASK
150
9010
080
7060
5040
3020
100
REV REVISIONS DATECHKDRN APP
CCOPYRIGHT
ORIG
INAL
SIZ
E
Scales
DESIGN REVIEW
PROF REGISTRATION:
Client:
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 STANTEC LTD.
A1
Client:
AUCKLAND TRANSPORT AND NEW ZEALAND TRANSPORT AGENCYGLEN INNES TO TAMAKI DRIVE SHARED PATH SECTION - 2
PHASE 2C - GENERAL LAYOUT PLANSHEET 25 OF 25
NOT FOR CONSTRUCTION
FOR INFORMATION ONLY
07.05.20
1 : 200
80504522-C4-0402_G1565 Apw:\\asiavpwint05.mwhglobal.com:AP_Projects\Documents\New Zealand Clients\Auckland Transport\80504522 - Glen Innes to Tamaki Dr\02\_General\80504522-C4-0402_G1565
Kardon Consultants 2017
Jan Franta 08/2015
Kerry Ware 04/2020
charles maaka 06.05.20
Lukshmi Ranasinghe 06.05.20
Gary McLean 06.05.20
graeme stanton 06.05.20
BG917
CG917
SECTION 3
KIWIRAIL ACCESS
WATERCARE ACCESS
ARCHEOLOGICAL SURVEY LOCATION R11 / 2536
NEW 1.8m CHAINLINK FENCEOVERLAND FLOWPATH DIRECTEDTHROUGH 3 X DN300 RCRRJ CLASS 4PIPES UNDER MAINTENANCE ACCESSTRACK, SEE LAYOUT ON PLAN G917
KIWIRAIL 9m x 25m ON-TRACKING PAD(TO BE CONSTRUCTED BY KIWIRAIL)
ACTIVE 'TRUCKS' WARNING SIGN
ACTIVE 'TRUCKS' WARNING SIGNAND PUSH BUTTON
ACTIVE 'TRUCKS' WARNING SIGNAND PUSH BUTTON
ACTIVE 'TRUCKS' WARNINGPUSH BUTTON
SURFACED SHOULDER (0.4m)
EXISTING UNDERGROUND SERVICES LOWERED
WAKA ARTWORK
TIE-IN WITH SECTION 3AT CHAINAGE 2643.5
LOOKOUT AREA.2.5m TIMBER SEATWITH NO BACKREST
AG917
CONCRETE BOUND RIP-RAP CONCRETE BOUND RIP-RAP
