a4 - auckland transport · vehicle crossing footpath next to kerb drawing no. date: scales original...
TRANSCRIPT
VEHICLE CROSSING FOOTPATH NEXT TO KERB
Drawing No.
Date:
Scales
ORIG
INAL
SIZ
EA4
DO N
OT S
CALE
Project:Drawn
Checked
Approved
Authorised
GD017A
-N.T.S.Richard Batty
Ulysses Gabriel
Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS
GD01
7A
Residential Vehicle Crossing (Sheet 1 of 4)Chief Engineer
VEHICLE CROSSING WITH FOOTPATH <1.8m
VEHICLE CROSSING FOOTPATH SEPARATED FROM KERB
150
300
20
210
100
40
150
300
20
210
100
40
A
A
Berm
1000
(900
min
)th
roug
h ro
ute
@ 2
- 3%
REAR WIDTHSEE NOTE 8
REAR WIDTH + 1400
900 FO
OTPA
TH18
00 m
in
900 900
CHANNEL
VARI
ES10
00 m
in
BOUNDARY
SAWCUT
VEHICLE CROSSING RAMP900 @ 15% max
REAR BERMVEHICLE CROSSING @2-3%
WIDTH VARIES
VEHICLE CROSSING RAMP @2-3%1000 (900 Min)
150
FOOTPATH CROSSFALL @2-3%WIDTH VARIES (1800 Min)
600
REINSTATE ROAD PAVEMENT1000 MIN
(REFER TO GD014 FOR REINSTATEMENT)
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide 4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.
7. Existing channel may be retained if;a) kerb can be removed without disturbing channelb) road crossfall does not exceed 3%
8. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
VEHICLE CROSSINGFOOTPATH NEXT TO KERB
N.T.S
ROAD PAVEMENT ≤3%
PROP
ERTY
BOUN
DARY
SECTION A-AN.T.S
KEEP EXISTING CHANNEL
REBUILD NEW CHANNEL
3D VIEWN.T.S
CHANNEL
CHANNEL
Drawing No.
Date:
Scales
ORIG
INAL
SIZ
EA4
DO N
OT S
CALE
Project:Drawn
Checked
Approved
Authorised
GD017A-1A
-N.T.S.Richard Batty
Ulysses Gabriel
Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS
GD01
7A-1
A
Residential Vehicle Crossing (Sheet 2 of 4)Chief Engineer
EXISTING CHANNEL
20mm CHAMFER
20mm CHAMFER
TRANSITION
TO BE ABOVE KEB LEVEL
SAW CUT
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
150
REAR BERMVEHICLE CROSSING @2-3%WIDTH VARIES (1000 Min)
VEHICLE CROSSING RAMP @2-3%1800 (900 Min)VEHICLE CROSSING RAMP
900 @ 15% Max
FOOTPATH CROSSFALL @2-3%WIDTH VARIES (1800 Min)
600
REINSTATE ROAD PAVEMENT1000 MIN
(REFER TO GD014 FOR REINSTATEMENT)
Berm
Berm
B
B
FOOT
PATH
180
0(9
00m
in)@
2-3%
REAR WIDTHSEE NOTE 8
800
min
900 900REAR WIDTH + 1400
900
FOOT
PATH
1800
min
VARI
ES10
00 m
in
CHANNEL
SAWCUT
BOUNDARY
150
300
20
210
100
40
150
300
20
210
100
40
VEHICLE CROSSINGFOOTPATH SEPARATED FROM KERB
N.T.SPR
OPER
TYBO
UNDA
RY
SECTION B-BN.T.S
KEEP EXISTING CHANNEL
REBUILD NEW CHANNEL
3D VIEWN.T.S
CHANNEL
CHANNEL
Drawing No.
Date:
Scales
ORIG
INAL
SIZ
EA4
DO N
OT S
CALE
Project:Drawn
Checked
Approved
Authorised
GD017A-1B
-N.T.S.Richard Batty
Ulysses Gabriel
Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS
GD01
7A-1
B
Residential Vehicle Crossing (Sheet 3 of 4)
ROAD PAVEMENT ≤3%
Chief Engineer
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.
7. Existing channel may be retained if;a) kerb can be removed without disturbing channelb) road crossfall does not exceed 3%
8. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
20mm CHAMFER
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
EXISTING CHANNEL
20mm CHAMFER
TRANSITIONTO BE ABOVE KERB LEVEL SAW CUT
150
300
20
210
100
40
150
300
20
210
100
40
C
C
Berm
1000
mm
(900
min
)th
roug
h ro
ute
@ 2
- 3%
REAR WIDTHSEE NOTE 6
REAR WIDTH + 1400
90015
00
900 900
1800
CHANNEL
11001100
300
338
VARI
ES
BOUNDARY
SAWCUT
600
VEHICLE CROSSING RAMP1000 MIN
(REFER TO GD014 FOR REINSTATEMENT)VEHICLE CROSSING RAMP
900
REAR BERMVEHICLE CROSSING @2-3%
WIDTH VARIES
VEHICLE CROSSING RAMP @2-3%1000 (900 Min)
150
FOOTPATH CROSSFALL @2-3%WIDTH LESS THAN 1800
600
VEHICLE CROSSINGWITH FOOTPATH <1.8m
N.T.S
PROP
ERTY
BOUN
DARY
SECTION C-CN.T.S
KEEP EXISTING CHANNEL
REBUILD NEW CHANNEL
3D VIEWN.T.S
CHANNEL
CHANNEL
Drawing No.
Date:
Scales
ORIG
INAL
SIZ
EA4
DO N
OT S
CALE
Project:Drawn
Checked
Approved
Authorised
GD017A-1C
-N.T.S.Richard Batty
Ulysses Gabriel
Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS
GD01
7A-1
C
Residential Vehicle Crossing (Sheet 4 of 4)
ROAD PAVEMENT ≤3%
Chief Engineer
Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland
Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and
may contain upto 4% oxide4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.
7. Existing channel may be retained if;a) kerb can be removed without disturbing channelb) road crossfall does not exceed 3%
8. Rear Width to be as permitted under Auckland unitary Plan;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access
20mm CHAMFER
20mm CHAMFER
SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)
100mm MIN COMPACTED GAP 40
THE STANDARD RESIDENTIAL VEHICLE CROSSING IS UNREINFORCED,HOWEVER MESH REF 665 PLACED CENTRALLY IS REQUIRED WHENJOINING TO MORE THAN 4 DWELLINGS
TRANSITION
TO BE ABOVE KEB LEVEL
SAW CUT