⠀倀刀䤀嘀䄀吀䔀尩 stage 5 depth (m)-6.000-4.000-2.000 0.000 2.000 4.000 6.000 range volume...
TRANSCRIPT
Number
1
2
3
4
5
6
7
Color Minimum Depth(m)
-8.000
-6.000
-4.000
-2.000
0.000
2.000
4.000
Maximum Depth(m)
-6.000
-4.000
-2.000
0.000
2.000
4.000
6.000
Range Volume(m³)
1281.9
5088.7
15012.6
40242.7
17638.3
2482.7
60.6
STAGE 5 SUBDIVISION CUT / FILL DEPTHS
STAGE 1
STAGE 2
STAGE 3
STAGE 4
STAGE 5
DRAWING No REVISION
TITLE
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COPYRIGHT:
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A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
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\R
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6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
C245
CUT & FILL PLANSTAGE 5
LEGEND :
EXISTING CONTOURS
PROPOSED CONTOURS
RETAINING WALL
LIVING WALL
STAGE BOUNDARY
DISPOSAL AREA BOUNDARY
50.0
50.0
51.0
51.0
FOR NOTIFICATION / HEARING
SECTION 92
UPDATED
RC SECTION 92
ORIGINAL ISSUE
D
C
B
A
0
CB
CB
SY
SY
SY 22/12/14
27/01/15
25/02/15
15/06/15
02/09/16
D
1:750
1:1500
JAN 14
VOLUME SUMMARY
STAGE 5 TOTAL
CUT
61 625.9 m³
FILL
20 181.6 m³
DATUM 5.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 1 LIVING WALLSCALE 1H:2V
DATUM 0.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 9 LIVING WALLSCALE 1H:2V
DATUM 30.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 2 RETAINING WALLSCALE 1H:2V
DATUM 40.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 6 RETAINING WALLSCALE 1H:2V
14.8
3
14.7
9
14.7
1
14.5
7
14.5
2
14.7
5
15.1
1
15.2
3
15.4
7
15.7
6
15.1
4
14.2
6
12.1
0
11.9
5
12.5
6
14.0
4
16.1
8
0.45
2.47
2.81
2.55
1.43
L: 13.83 L: 19.33 L: 20.18 L: 17.87
10.0
011
.53
13.8
3
20.0
0
30.0
0
33.1
6
40.0
0
50.0
0
53.3
4
60.0
0
68.0
770
.00
44.3
1
43.8
6
43.5
3
42.6
7
40.7
5
39.1
6
38.5
5
38.8
2
39.3
7
44.6
1
43.1
5
41.6
8
41.1
3
40.5
8
39.2
7
37.9
6
37.9
8
38.8
0
39.6
1
0.00
1.16
2.18
2.40
2.09
1.48
1.19
0.83
0.57
0.00
L: 66.14 L: 33.86
0.00
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
66.1
4
70.0
0
80.0
0
90.0
0
46.0
9
46.9
3
47.3
7
47.0
2
46.4
1
46.4
1
46.4
1
0.51
0.95
0.61
L: 3.26 L: 36.73
0.00
3.26
4.96
10.0
0
20.0
0
30.0
0
38.3
339
.99
10.9
3
12.4
6
14.2
8
15.9
3
10.9
4
10.7
5
9.77
11.2
5
10.3
810
.09
1.71
4.51
L: 29.05 L: 13.04
0.00
1.60
10.0
0
20.0
0
29.0
530
.00
40.0
042
.09
BOTTOM OF WALL
TOP OF WALL
BOTTOM OF WALL
TOP OF WALL
BOTTOM OF WALL
TOP OF WALL
BOTTOM OF WALL
TOP OF WALL
TIES
IN W
ITH
ROAD
1AR
C CU
LVER
T W
ALL
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
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, 2
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6. P
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D: S
ep
te
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6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:250
C250 C
1:500
RETAINING WALL SECTIONSSHEET 1
C
B
A
0 ORIGINAL ISSUE
RC SECTION 92
UPDATED
FOR NOTIFICATION / HEARING CB
SY
SY
VC
02/09/16
25/02/15
27/01/15
08/11/13
LEGEND :
RETAINING WALL
NOV 13
FILTREXX LIVING WALL
DATUM 30.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 3 RETAINING WALLSCALE 1H:2V
DATUM 30.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 3 RETAINING WALLSCALE 1H:2V
42.8
3
41.7
1
42.4
3
42.3
0
43.0
9
44.0
7
43.9
043
.20
41.0
0
38.8
9
39.2
8
39.0
8
39.0
7
39.0
6
41.3
3
39.4
1
39.6
5
40.1
2
40.5
9
39.4
3
37.2
3
36.6
1
36.5
1
36.4
0
36.3
8
1.50
2.30
2.78
2.97
3.48
3.77
3.78
2.67
2.57
2.67
2.68
L: 32.29 L: 25.67 L: 18.13 L: 49.09
0.00
4.22
10.0
0
20.0
0
30.0
0
32.2
9
40.0
0
50.0
0
57.9
660
.00
70.0
0
76.0
9
80.0
0
90.0
0
100.
00
102.
50
BOTTOM OF WALL
TOP OF WALL
BOTTOM OF WALL
TOP OF WALL
39.0
7
38.6
2
38.0
6
37.7
4
37.9
9
38.0
9
37.4
437
.37
36.9
8
36.8
0
37.3
337
.44
39.0
2
40.7
9
41.7
0
36.4
0
36.2
6
35.8
6
35.4
6
34.6
0
33.7
9
33.3
6
33.4
1
34.0
4
37.1
0
40.5
2
2.67
2.36
2.20
2.53
3.50
3.58
3.61
3.39
3.29
1.92
0.26
L: 49.09 L: 22.87 L: 32.64 L: 24.43
100.
00
110.
00
120.
00
125.
18
130.
00
140.
00
148.
0615
0.00
160.
00
170.
00
180.
0018
0.69
190.
00
200.
0020
1.64
205.
00
RETA
ININ
G W
ALL
3CO
NTI
NU
E BE
LOW
RETA
ININ
G W
ALL
3CO
NTI
NU
E AB
OVE
@CH
102
.50
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
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ON
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er 2
, 2
01
6. P
RIN
TE
D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:250
C250 C
1:500
RETAINING WALL SECTIONSSHEET 2
C
B
A
0 ORIGINAL ISSUE
RC SECTION 92
UPDATED
FOR NOTIFICATION / HEARING CB
SY
SY
VC
02/09/16
25/02/15
27/01/15
08/11/13
LEGEND :
RETAINING WALL
NOV 13
DATUM 10.00mEXISTING SURFACE
TOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 4 RETAINING WALLSCALE 1H:2V
DATUM 40.00mEXISTING SURFACE
TOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 8 RETAINING WALLSCALE 1H:2V
DATUM 10.00mEXISTING SURFACE
TOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 4 RETAINING WALLSCALE 1H:2V
15.1
7
15.2
1
15.2
6
15.2
8
15.2
9
15.2
8
15.3
2
15.4
0
15.5
4
15.7
6
16.0
5
16.4
0
14.9
8
14.5
3
14.1
0
13.6
7
13.4
7
13.4
7
13.4
8
13.4
8
13.4
8
13.4
7
13.4
8
13.5
0
0.19
0.68
1.16
1.61
1.82
1.81
1.84
1.92
2.06
2.29
2.57
2.91
L: 123.90
0.00
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
100.
00
110.
00
48.4
3
50.2
3
52.5
1
54.7
754
.90
55.6
1
49.6
9
51.2
4
52.7
9
54.7
9
0.54
1.26
1.98
0.82
L: 30.73 L: 21.38
2.28
2.28
10.0
0
20.0
0
30.0
030
.73
40.0
0
46.7
846
.78
TOP OF WALL
BOTTOM OF WALL
BOTTOM OF WALL
TOP OF WALL
23.7
8
24.1
1
24.2
7
24.0
7
23.8
3
23.9
4
24.1
1
24.0
7
23.8
6
23.6
523
.69
EXISTING SURFACE
16.0
5
16.4
0
16.8
4
17.0
0
16.2
0
15.0
4
13.8
8
13.2
9
13.4
8
13.5
0
13.5
0
13.5
0
13.4
7
13.3
9
13.1
8
2.57
2.91
3.34
2.70
1.57
0.49
L: 123.90 L: 41.89
100.
00
110.
00
120.
00
123.
90
130.
00
140.
00
150.
00
23.7
4
23.6
3
22.3
5
21.2
0
20.0
7
TOP OF WALL
BOTTOM OF WALL
EXISTING SURFACE
RETA
ININ
GW
ALL
4CO
NTI
NU
EBE
LOW
RETA
ININ
G W
ALL
4CO
NTI
NU
E AB
OVE
@CH
110
53.0
9
57.5
8
59.1
9
57.7
5
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
SE
NT
\C
25
0 R
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AIN
IN
G W
AL
LS
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wg - S
ep
te
mb
er 2
, 2
01
6. P
RIN
TE
D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:250
C250 C
1:500
RETAINING WALL SECTIONSSHEET 3
C
B
A
0 ORIGINAL ISSUE
RC SECTION 92
UPDATED
FOR NOTIFICATION / HEARING CB
SY
SY
VC
02/09/16
25/02/15
27/01/15
08/11/13
LEGEND :
RETAINING WALL
NOV 13
DATUM 25.00mEXISTING SURFACE
TOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 10 RETAINING WALLSCALE 1H:2V
DATUM 5.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 5 LIVING WALLSCALE 1H:2V
DATUM 30.00mTOP OF WALL
BOTTOM OF WALL
WALL HEIGHT
HORIZONTAL
CHAINAGE
WALL 7 RETAINING WALLSCALE 1H:2V
33.6
2
34.9
7
35.1
6
29.0
0
31.4
3
33.1
1
34.1
6
34.4
2
0.01
2.19
1.85
0.99
0.02
L: 2.27 L: 7.26 L: 33.75
2.27
9.53
10.0
0
20.0
0
30.0
0
16.6
5
16.9
9
17.3
4
17.6
9
17.9
5
18.0
5
18.4
0
18.7
5
19.1
1
19.4
419
.46
19.8
1
20.1
7
20.2
6
13.1
9
12.9
3
13.3
3
13.2
6
13.2
2
14.6
0
15.3
1
15.2
9
15.3
5
16.1
5
17.0
9
17.3
7
4.06
4.01
4.44
4.83
3.81
3.44
3.82
4.11
3.66
3.08
L: 37.22 L: 42.20 L: 23.72
0.00
0.51
10.0
0
20.0
0
30.0
0
37.2
2
40.0
0
50.0
0
60.0
0
70.0
0
79.4
380
.00
90.0
0
100.
00
102.
6910
3.15
BOTTOM OF WALL
TOP OF WALL
TOP OF WALL
BOTTOM OF WALL
TOP OF WALL
BOTTOM OF WALL
41.5
5
42.0
9
41.3
3
40.1
9
38.8
8
37.9
8
40.1
8
39.6
5
39.1
2
38.5
9
38.0
6
37.6
9
1.37
2.44
2.21
1.60
0.81
0.28
0.00
0.74
10.0
0
20.0
0
30.0
0
40.0
0
50.0
0
60.0
0
63.9
9
68.6
2
36.5
4
38.1
1
37.8
3
EXISTING SURFACE
TIES
IN W
ITH
ROAD
6LI
VIN
G W
ALL
TIES
IN W
ITH
ROAD
1AR
C CU
LVER
T W
ALL
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
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ON
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NT
\C
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, 2
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6. P
RIN
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D: S
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te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:250
C250 C
1:500
RETAINING WALL SECTIONSSHEET 4
C
B
A
0 ORIGINAL ISSUE
RC SECTION 92
UPDATED
FOR NOTIFICATION / HEARING CB
SY
SY
VC
02/09/16
25/02/15
27/01/15
08/11/13
LEGEND :
RETAINING WALL
FILTREXX LIVING WALL
NOV 13
SUBSOIL/UNDERFILL DRAIN DETAIL
TYPICAL BUTTRESS DRAIN DETAIL
SHEAR KEY DETAIL
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
SE
NT
\C
25
5 B
UT
TR
ES
S D
RA
IN
A
ND
S
HE
AR
K
EY
D
ET
AIL
.d
wg - S
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te
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er 2
, 2
01
6. P
RIN
TE
D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:15
C255 A
1:30
BUTTRESS DRAIN & SHEARKEY DETAIL
A
0 ORIGINAL ISSUE
FOR NOTIFICATION / HEARING CB
VC
02/09/16
24/06/14
JUN 14
CH: 0
.0
CH: 2
0.0
CH: 4
0.0
CH: 6
0.0
CH: 8
0.0
CH: 1
00.0
CH: 1
20.0
CH: 1
40.0
CH: 1
60.0
CH: 1
80.0
CH: 2
00.0
CH: 2
20.0
CH: 2
40.0
CH: 2
60.0
BP: 0
.0TP
: 0.0
TP: 1
02.5
TP: 1
61.9
TP: 1
66.1
TP: 1
76.6
TP: 2
61.8
CH: 0.0
CH: 20.0
CH: 40.0
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
BP: 0.0
TP: 101.5
TP: 117.8
CH: 0.0
CH: 20.0
CH: 40.0
BP: 0.0
CH: 0.0
CH: 20.0
CH: 4
0.0
CH: 60.0
CH: 78.8BP: 0.0
TP: 5.0
TP: 73.8
EP: 78.8
CH: 0
.0CH: 2
0.0CH
: 40.
0
CH: 60.0
CH: 80.0
CH: 100.0 CH: 1
20.0
CH: 1
38.7
BP: 0
.0
TP: 3
5.7
TP: 58.2
TP: 92.7
TP: 1
12.4
EP: 1
38.7
CH: 0.0
CH: 20.0
CH: 4
0.0
CH: 5
6.0
BP: 0.0
TP: 7.5
TP: 3
6.9
EP: 5
6.0
R2.0
0
3m WIDE FOOTPATH &
CYCLEWAY
PRAM CROSSING
WITH TACTILE
PAVERS
SW POND
REFER SHEET C810 FOR
RESIDENTIAL VEHICLE
CROSSING
RESIDENTIAL VEHICLE
CROSSING
RESIDENTIAL VEHICLE
CROSSING
BUS STOP LOCATION
REFER SHEET C810 FOR
DETAILS
PRAM CROSSING
WITH TACTILE
PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
3m WIDE FOOTPATH &
CYCLEWAY
1.8m WIDE
FOOTPATH
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
R15.30
R15.30
R9.70
R10.30
R10.30
R10.30
R10.30
R17.14
22.00
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
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0 R
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, 2
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6. P
RIN
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D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C300 D
1:1000
ROADING PLANSHEET 1
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
C
D
VC 24/06/14UPDATED
VC 07/01/14ORIGINAL ISSUE
JAN 14
CH: 1
40.0
CH: 1
60.0
CH: 1
80.0
CH: 2
00.0
CH: 2
20.0
CH: 2
40.0
CH: 2
60.0
CH: 2
80.0
CH: 3
00.0
CH: 3
20.0CH
: 340
.0
CH: 3
60.0
CH: 380.0
CH: 400.0
CH: 420.0
CH: 440.0
CH: 460.0
CH: 480.0
CH: 500.0
CH: 520.0
TP: 1
61.9
TP: 1
66.1
TP: 1
76.6
TP: 2
61.8
TP: 2
91.0
TP: 2
93.7
TP: 3
10.6
TP: 472.9
TP: 503.6
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 219.9
TP: 83.4
TP: 105.8
TP: 143.0
TP: 157.1
TP: 189.4
EP: 219.9
CH: 4
0.0
CH: 60.0
CH: 80.0
TP: 3
5.7
TP: 58.2
TP: 92.7
CH: 0.0
CH: 20.0
CH: 40.0
CH: 56.1
BP: 0.0
EP: 56.1
3m WIDE FOOTPATH &
CYCLEWAY
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
3m WIDE FOOTPATH &
CYCLEWAY
SW POND
R86.0
0
SPEED TABLE
REFER SHEET C810 FOR
DETAILS
RESIDENTIAL VEHICLE
CROSSING
BUS STOP LOCATION
REFER SHEET C810 FOR
DETAILS
PRAM CROSSING
WITH TACTILE
PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
3m WIDE FOOTPATH &
CYCLEWAY
R10.30
R51.96
R32.29
1.8m WIDE
FOOTPATH
12.5
0
22.00
22.00
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
SE
NT
\C
30
0 R
OA
DIN
G P
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N.d
wg - S
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te
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er 2
, 2
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6. P
RIN
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D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C300 D
1:1000
ROADING PLANSHEET 2
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
C
D
VC 24/06/14UPDATED
VC 07/01/14ORIGINAL ISSUE
JAN 14
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 280.0
CH: 300.0
CH: 320.0
CH: 340.0CH: 343.3
TP: 213.8
TP: 237.3
TP: 292.6
TP: 321.6
EP: 343.3
CH: 0
.0CH: 2
0.0CH
: 40.
0CH: 6
0.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 280.0
CH: 300.0
CH: 307.9
BP: 0
.0
TP: 6
3.2
TP: 113.0
TP: 232.3
TP: 288.0
EP: 307.9
CH: 0.0
CH: 20.0
CH: 40.0
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
BP: 0.0
TP: 15.8
TP: 34.0
TP: 66.0
TP: 78.9
TP: 122.9
TP: 154.7
TP: 203.3
CH: 40.0
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 280.0
CH: 300.0
CH: 312.6
TP: 86.8
TP: 135.8
TP: 158.3
TP: 179.6
TP: 188.7
TP: 203.4
TP: 240.7
TP: 260.7
TP: 269.4
TP: 301.1
EP: 312.6
CH: 0.0
CH: 78.8BP: 0.0
TP: 73.8
EP: 78.8
CH: 0.0
CH: 20.0
CH: 40.0
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
BP: 0.0
TP: 22.8
TP: 103.8
CH: 100.0 CH: 1
20.0
CH: 1
38.7
TP: 92.7
TP: 1
12.4
EP: 1
38.7
CH: 0
.0
CH: 2
0.0
BP: 0
.0CH: 0.0
CH: 20.0
CH: 40.0CH: 40.3
BP: 0.0
EP: 40.3
CH: 0.0
CH: 20.0
CH: 40.0CH: 47.1
BP: 0.0
TP: 28.4
TP: 34.6
EP: 47.1
PRAM CROSSING
WITH TACTILE
PAVERS
PRAM CROSSING
WITH TACTILE
PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
1.8m WIDE
FOOTPATH
1.8m WIDE
FOOTPATH
STANDARD
VERTICAL KERB
AND 300mm WIDE
CHANNEL
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
1.8m WIDE
FOOTPATH
STANDARD
VERTICAL KERB
AND 300mm WIDE
CHANNEL
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
PRAM CROSSING
WITH TACTILE
PAVERS
PRAM CROSSING
WITH TACTILE
PAVERS
PRAM CROSSING
WITH TACTILE
PAVERS
R54.00
1.8m WIDE
FOOTPATH
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
R10.30
R10.
30
R10.30
R10.
30
R12.
30
R10.30
R10.
30
R12.30
R8.30
R10.30
R15.30
R10.30
R10.30
R10.30
R10.30
1
2
.
0
0
1
2
.
0
0
1
8
.
0
0
1
8
.
0
0
1
8
.
0
0
1
8
.
0
0
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
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ON
SE
NT
\C
30
0 R
OA
DIN
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LA
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ep
te
mb
er 2
, 2
01
6. P
RIN
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D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C300 D
1:1000
ROADING PLANSHEET 3
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
C
D
VC 24/06/14UPDATED
VC 07/01/14ORIGINAL ISSUE
JAN 14
CH: 520.0
CH: 540.0
CH: 560.0
CH: 580.0
CH: 600.0CH: 603.5
TP: 560.9
EP: 603.5
CH: 0
.0
CH: 2
0.0
CH: 4
0.0
CH: 60.0
BP: 0
.0
TP: 2
5.6
CH: 6
0.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
TP: 6
3.2
TP: 92.9
TP: 95.4
TP: 113.0
CH: 4
80.0
CH: 500.0CH: 520.0
CH: 540.0
CH: 560.0
CH: 580.0
CH: 600.0
CH: 620.0
CH: 640.0
CH: 660.0
CH: 680.0
CH: 700.0
CH: 720.0
CH: 740.0
CH: 760.0
CH: 780.0
CH: 800.0
CH: 810.9
TP: 4
75.8
TP: 4
97.5
TP: 556.6
TP: 595.4
TP: 612.4
TP: 753.0
TP: 753.8
EP: 810.9CH
: 20.
0
CH: 4
0.0
CH: 6
0.0
CH: 6
3.8
EP: 6
3.8
PRAM CROSSING WITH
TACTILE PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
3m WIDE FOOTPATH &
CYCLEWAY
R10.30
R96.80
R10.
30
R60.30
1
8
.
0
0
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
SE
NT
\C
30
0 R
OA
DIN
G P
LA
N.d
wg - S
ep
te
mb
er 2
, 2
01
6. P
RIN
TE
D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C300 D
1:1000
ROADING PLANSHEET 4
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
C
D
VC 24/06/14UPDATED
VC 07/01/14ORIGINAL ISSUE
JAN 14
CH: 280.0
CH: 300.0
CH: 320.0
CH: 340.0CH: 343.3
TP: 292.6
TP: 321.6
EP: 343.3
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 280.0
CH: 300.0
CH: 307.9
TP: 232.3
TP: 288.0
EP: 307.9
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 220.0
CH: 240.0
CH: 260.0
CH: 280.0
CH: 300.0
CH: 316.1
TP: 66.0
TP: 78.9
TP: 122.9
TP: 154.7
TP: 203.3
TP: 221.4
EP: 316.1
CH: 0.0
CH: 20.0
CH: 40.0
CH: 60.0
CH: 80.0
CH: 100.0
CH: 120.0
CH: 140.0
CH: 160.0
CH: 180.0
CH: 200.0
CH: 2
20.0
CH: 2
40.0
CH: 2
60.0
CH: 2
80.0
CH: 2
85.9
BP: 0.0
TP: 22.8
TP: 103.8
TP: 202.3
TP: 2
46.5
EP: 2
85.9
CH: 280.0
CH: 300.0CH: 320.0CH: 340.0
CH: 3
60.0
CH: 3
80.0
CH: 4
00.0
CH: 4
20.0
CH: 4
40.0
CH: 4
60.0
CH: 4
80.0
CH: 500.0CH: 520.0
CH: 540.0
CH: 560.0
TP: 269.9
TP: 4
14.5
TP: 4
31.1
TP: 4
75.8
TP: 4
97.5
TP: 556.6
CH: 0
.0
CH: 2
0.0
CH: 4
0.0
CH: 6
0.0
CH: 6
3.8
BP: 0
.0
EP: 6
3.8
CH: 0.0
CH: 20.0
CH: 40.0CH: 40.3
BP: 0.0
EP: 40.3
PRAM CROSSING
WITH TACTILE
PAVERS
PRAM CROSSING
WITH TACTILE
PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
PRAM CROSSING
WITH TACTILE
PAVERS
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
PRAM CROSSING
WITH TACTILE
PAVERS
R22.
00
R54.00
STANDARD VERTICAL KERB
AND 300mm WIDE CHANNEL
1.8m WIDE
FOOTPATH
R21.00
R27.
55
R10.30
R10.
30
R10.30
R10.
30
R10.30
R10.
30
R12.
30
R10.30
R10.30R10.30
1
8
.
0
0
1
8
.
0
0
1
8
.
0
0
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
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ON
SE
NT
\C
30
0 R
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DIN
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ep
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, 2
01
6. P
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D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C300 D
1:1000
ROADING PLANSHEET 5
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
C
D
VC 24/06/14UPDATED
VC 07/01/14ORIGINAL ISSUE
JAN 14
SHEET 2
SHEET 4
SHEET 5
SHEET 3
SHEET 1
ROAD 8(JOA/PRIVATE)
ROAD 2
(PRIVATE)
ROAD 1
ROAD 1
ROAD
3
ROAD
3
ROAD 4
ROAD 4
ROAD 11
ROAD 5
ROAD 5
ROAD 7
ROAD
6
ROAD
6
DRIVEWAY
7
DRIVEWAY
1
DRIV
EWAY
3
WEST HOE HEIGHTS
ROAD
WEST HOE HEIGHTS
ROAD
DRIVEWAY 6MAINTENANCE ACCESS
1
2
.
0
0
1
2
.
0
0
1
8
.
0
0
12.5
0
22.00
1
8
.
0
0
1
8
.
0
0
22.00
1
8
.
0
0
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
GS
\R
ES
OU
RC
E C
ON
SE
NT
\C
30
0 R
OA
DIN
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LA
N.d
wg - S
ep
te
mb
er 5
, 2
01
6. P
RIN
TE
D: S
ep
te
mb
er 5
, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:1250
C301 B
1:2500
ROADING PLANOVERALL
B
A
0
CB
CB
SY
02/09/16
02/07/15
27/01/15
FOR NOTIFICATION / HEARING
RC SECTION 92
RC SECTION 92
JAN 15
3%
ROAD
BO
UN
DARY
3%
TYPICAL ROAD RESERVE
600 COVERTELECOM CABLES450 COVER LT
1000 COVER HTPOWER CABLES
LC
35 mm ASPHALTIC CONCRETE(MIX 14) TO NRB M10 AND P9
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
100mm CONCRETE (20MPa)EXPOSED AGGREGATEFOOTPATH ON 100mmCOMPACTED AP40GRANULAR BEDDING
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
ROAD
BO
UN
DARY
3%
1.25
3.5
INTERGRAL KERB & CHANNEL
SECT
ION
BO
UN
DARY
SECT
ION
BO
UN
DARY
6.0
3%
1.25
SERVICES TRENCH
100mm AP40 SUBBASE150mm 25MPa CONCRETE, EXPOSEDAGGREGATE WITH 3% BLACK OXIDEWITH ONE LAYER 664 MESH
150 TOPSOIL
150mm TNZ M4 AP40
300mm GAP 65
3%
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
100mm CONCRETE (20MPa)EXPOSED AGGREGATE
FOOTPATH ON 100mmCOMPACTED AP40
GRANULAR BEDDING
150 TOPSOIL
3%
ROAD
BO
UN
DARY
3%
TYPICAL ROAD RESERVE
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
LC
35 mm ASPHALTIC CONCRETE(MIX 14) TO NRB M10 AND P9
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
100mm CONCRETE (20MPa)EXPOSED AGGREGATE FOOTPATHON 100mm COMPACTED AP40GRANULAR BEDDING
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
ROAD
BO
UN
DARY
3%
150mm TNZ M4 AP40
300mm GAP 65
3%
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
100mm CONCRETE (20MPa)EXPOSED AGGREGATE
FOOTPATH ON 100mmCOMPACTED AP40
GRANULAR BEDDING
FOOTPATH & CYCLEWAYFOOTPATH & CYCLEWAY BERM BERM
FOOTPATH & CYCLEWAYFOOTPATH & CYCLEWAY CARPARKING BAYS CARPARKING BAYS
TYPICAL ROAD CROSS-SECTIONROAD 1
TYPICAL ROAD CROSS-SECTIONROAD 1 WITH CAR PARKING BAYS
DRIVEWAYS CROSS-SECTION
150mm Ø UPVC SANITARYSEWER PIPE, 1.2m BELOWFOOTPATH.
150mm Ø UPVC SANITARYSEWER PIPE, 1.2m BELOWFOOTPATH.
DRAWING No REVISION
TITLE
PROJECT
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whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
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Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
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\D
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WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:50
C310 D
1:100
TYPICAL CROSS SECTIONSHEET 1
D
C
B
A
0 ORIGINAL ISSUE
UPDATED
RC SECTION 92
RC SECTION 92
FOR NOTIFICATION / HEARING CB 02/09/16
02/07/15CB
SY 27/01/15
20/06/14CB
VC 13/01/14
JAN 14
3%RO
AD B
OU
NDA
RY3%
TYPICAL ROAD RESERVE
600 COVERTELECOM CABLES450 COVER LT
1000 COVER HTPOWER CABLES
1.60
0.60
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
LC
30 mm ASPHALTIC CONCRETE(MIX 10) TO NRB M10 AND P9
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
100mm CONCRETE(20MPa) EXPOSEDAGGREGATE FOOTPATHON 100mm COMPACTEDAP40 GRANULAR BEDDING
3%
ROAD
BO
UN
DARY
600 COVERTELECOM CABLES 450 COVER LT
1000 COVER HTPOWER CABLES
1.60
0.60
3%
ROAD
BO
UN
DARY
3%
TYPICAL ROAD RESERVE
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIA
IN FILTER SOCK DRAINAGE
LC
30 mm ASPHALTIC CONCRETE(MIX 10) TO NRB M10 AND P9
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
100mm CONCRETE (20MPa) EXPOSEDAGGREGATE FOOTPATH ON 100mm
COMPACTED AP40 GRANULAR BEDDING
3%
ROAD
BO
UN
DARY
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
0.60
3%
ROAD
BO
UN
DARY
3%
TYPICAL ROAD RESERVE
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
LC
30 mm ASPHALTIC CONCRETE(MIX 10) TO NRB M10 AND P9
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
100mm CONCRETE (20MPa) EXPOSEDAGGREGATE FOOTPATH ON 100mmCOMPACTED AP40 GRANULARBEDDING
3%
ROAD
BO
UN
DARY
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
1.60
0.60
3%
450 COVER LTPOWER CABLES
0.60
900 COVERTELECOM CABLES
150 TOPSOIL
150 TOPSOIL
150mm TNZ M4 AP40
300mm GAP 65
150 TOPSOIL
150mm TNZ M4 AP40
300mm GAP 65
150mm TNZ M4 AP40
300mm GAP 65
FOOTPATH BERMBERMBERM
FOOTPATHBERM BERMBERM
FOOTPATH BERMBERMBERMBERM FOOTPATH
TYPICAL ROAD CROSS-SECTIONROAD 3, 4 & 5
TYPICAL ROAD CROSS-SECTIONROAD 6
TYPICAL ROAD CROSS-SECTIONROAD 2 (PRIVATE)
150mm Ø UPVC SANITARYSEWER PIPE, 1.2m BELOWFOOTPATH.
150mm Ø UPVC SANITARYSEWER PIPE, 1.2m BELOWFOOTPATH.
150mm Ø UPVC SANITARYSEWER PIPE, 1.2m BELOWFOOTPATH.
DRAWING No REVISION
TITLE
PROJECT
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property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
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\D
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\R
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9, 2
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WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
TYPICAL CROSS SECTIONSHEET 2
1:50
C310 D
1:100
D
C
B
A
0 ORIGINAL ISSUE
UPDATED
RC SECTION 92
RC SECTION 92
FOR NOTIFICATION / HEARING CB 02/09/16
02/07/15CB
SY 27/01/15
20/06/14CB
VC 13/01/14
JAN 14
ROAD
BO
UN
DARY
3%
TYPICAL ROAD RESERVE
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIA
IN FILTER SOCK DRAINAGE
LC
30 mm ASPHALTIC CONCRETE(MIX 10) TO NRB M10 AND P9
150mm TNZ M4 AP40
300mm GAP 65
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE 100mm CONCRETE
(20MPa) EXPOSEDAGGREGATE FOOTPATH
ON 100mmCOMPACTED AP40
GRANULAR BEDDING
3%
ROAD
BO
UN
DARY
600 COVERTELECOM CABLES450 COVER LT
1000 COVER HTPOWER CABLES
1.60
0.60
3%
150 TOPSOIL
3%RO
AD B
OU
NDA
RY3%
TYPICAL ROAD RESERVE
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
LC
35 mm ASPHALTIC CONCRETE(MIX 14) TO NRB M10 AND P9
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
100mm CONCRETE (20MPa)EXPOSED AGGREGATE FOOTPATHON 100mm COMPACTED AP40GRANULAR BEDDING
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
ROAD
BO
UN
DARY
3%
150 TOPSOIL
150mm TNZ M4 AP40
300mm GAP 65
3%
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
100mm CONCRETE(20MPa) EXPOSED
AGGREGATEFOOTPATH ON
100mm COMPACTEDAP40 GRANULAR
BEDDING
150 TOPSOIL
CYCLEWAYCYCLEWAY TRAFFIC LANE TRAFFIC LANEBERMFOOTPATHSERVICES BERMFOOTPATHSERVICES
ROAD
BO
UN
DARY
3%
SUBGRADE LEVEL
110mm UNDER-CHANNEL
460 MIN. BELOW20-6 CLEAN SCORIAIN FILTER SOCK DRAINAGE
LC
30 mm ASPHALTIC CONCRETE(MIX 10) TO NRB M10 AND P9
150mm TNZ M4 AP40
300mm GAP 65
STRENGTH CBR=4ASSUMED MINIMUM SUBGRADE
ROAD
BO
UN
DARY
600 COVERTELECOM CABLES
450 COVER LT1000 COVER HTPOWER CABLES
1.60
0.60
WM 50Ø NB RIDER MAIN
FOOTPATH BERM BERMBERM
WEST HOE HEIGHTS RDCROSS-SECTION
TYPICAL ROAD CROSS-SECTIONROAD 8 (JOA/PRIVATE)
TYPICAL ROAD CROSS-SECTIONROAD 7
DRAWING No REVISION
TITLE
PROJECT
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This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
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\D
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WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
TYPICAL CROSS SECTIONSHEET 3
1:50
C310 B
1:100
B
A
0 RC SECTION 92
RC SECTION 92
FOR NOTIFICATION / HEARING CB 02/09/16
02/07/15CB
SY 27/01/15
JAN 14
DATUM 0.00mDESIGN LEVELS
EXISTING LEVELS
CUT(-) / FILL(+)
HORIZONTAL
VERTICAL
CHAINAGE
ROAD 1 LONG SECTIONSCALE 1H:2V
DATUM 0.00mDESIGN LEVELS
EXISTING LEVELS
CUT(-) / FILL(+)
HORIZONTAL
VERTICAL
CHAINAGE
ROAD 1 LONG SECTIONSCALE 1H:2V
VC 59.99m, K 5.60
CH: 5
7.18
mRL
: 15.
63m
17.2
917
.29
16.9
4
16.5
9
16.2
4
15.9
815
.90
15.6
8
15.6
4
15.7
8
16.1
0
16.6
0
17.0
917
.27
17.4
5
17.9
9
18.7
1
19.4
3
20.1
520
.41
20.8
7
21.5
521
.67
21.9
422
.19
22.5
922
.79
23.3
523
.48
23.8
8
24.4
2
24.9
5
25.4
9
26.0
2
26.5
6
27.0
927
.14
27.1
927
.54
27.7
9
27.8
327
.83
27.8
027
.68
27.3
727
.37
19.6
2
18.4
8
16.2
9
12.3
6
8.04
11.1
2
11.8
5
12.5
1
13.6
3
15.5
2
17.8
6
20.2
6
22.3
3
24.2
1
25.4
5
26.4
5
27.7
7
28.7
5
29.6
5
30.1
8
30.1
2
30.3
2
30.5
4
30.6
5
30.8
2
30.8
0
30.5
3
29.9
2
29.1
9
28.5
8
28.0
4
27.5
4
-2.3
3
-1.5
3
0.31
3.89
7.85
4.56
3.79
3.27
2.47
1.08
-0.5
9
-2.2
7
-3.6
2
-4.7
8
-5.2
9
-5.5
9
-6.2
3
-6.5
6
-6.8
6
-6.8
3
-6.2
4
-5.9
0
-5.5
9
-5.1
6
-4.8
0
-4.2
4
-3.4
4
-2.3
8
-1.4
0
-0.7
4
-0.3
6
-0.1
6
L: 0.00 L: 102.55R: 489.50
L: 59.35 L: 4.17R: 200.00
L: 10.52 L: 85.25R: 510.50
L: 29.11 L: 2.78R: 200.00
L: 16.86
G: -3.50%L: 37.58
K: 5.60L: 59.99
G: 7.22%L: 46.01
K: 26.04L: 48.87
G: 5.34%L: 68.44
K: 4.94L: 47.89
G: -4.35%L: 85.79
0.00
0.00
10.0
0
20.0
0
30.0
0
37.5
840
.00
50.0
0
60.0
0
70.0
0
80.0
0
90.0
0
97.5
710
0.00
102.
55
110.
00
120.
00
130.
00
140.
0014
3.58
150.
00
160.
0016
1.90
166.
0617
0.00
176.
5918
0.00
190.
0019
2.46
200.
00
210.
00
220.
00
230.
00
240.
00
250.
00
260.
0026
0.90
261.
8427
0.00
280.
00
290.
0029
0.95
293.
7330
0.00
308.
7930
8.79
27.6
8
27.3
727
.32
27.3
0
26.8
9
26.4
5
26.0
2
25.5
8
25.1
4
24.7
1
24.2
7
23.8
4
23.6
4
23.4
2
23.0
7
22.8
0
22.6
1
22.5
222
.50
22.4
0
22.3
1
22.2
222
.19
22.1
2
22.0
3
21.9
421
.91
21.8
521
.85
21.6
6
21.3
0
20.8
820
.77
20.6
9
20.2
8
20.0
520
.04
20.0
9
20.3
820
.40
20.8
2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
L: 16.86 L: 162.28R: 89.50
L: 30.69 L: 57.36R: 100.00
L: 42.54
K: 4.94L: 47.89
G: -4.35%L: 85.79
K: 12.34L: 42.28
G: -0.93%L: 72.98
K: 5.67L: 28.24
G: -5.91%L: 3.34
K: 3.74L: 38.08
G: 4.28%L: 16.95
300.
00
308.
7931
0.00
310.
59
320.
00
330.
00
340.
00
350.
00
360.
00
370.
00
380.
00
390.
00
394.
58
400.
00
410.
00
420.
00
430.
00
436.
8644
0.00
450.
00
460.
00
470.
0047
2.87
480.
00
490.
00
500.
0050
3.55
509.
8451
0.00
520.
00
530.
00
538.
0854
0.00
541.
43
550.
00
560.
0056
0.92
570.
00
579.
5058
0.00
590.
00
600.
0060
3.46
VC 42.28m, K 12.34
VC 38.08m, K 3.74
CH: 5
63.5
2mRL
: 20.
03m
WE
ST
H
OE
HE
IG
HT
S R
OA
D
RO
AD
3
RO
AD
2
RO
AD
2
LO
NG
S
EC
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CO
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IN
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B
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W
RO
AD
1 T
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CO
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TR
UC
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D T
O
BO
UN
DA
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F
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FU
TU
RE
C
ON
NE
CT
IO
N
DRAWING No REVISION
TITLE
PROJECT
CLIENT
SCALE
This document and the copyright in this document remain the
property of Crang Consulting Ltd. The contents of this document
may not be reproduced either in whole or in part by any means
whatsoever without the prior written consent of Crang Consulting.
COPYRIGHT:
A1 :
A3 :DESIGNED
DRAWN
DATE
REVISION CHANGES CHECKED DATE
Unit 4, 517 Mount Wellington Highway, Auckland
PO Box 42-089, Orakei, Auckland 1745, NZ
+64 09 320 3325
www.crangcivil.co.nz
TB
CCB
phone
web
address
post
PROJECT No
1088
SA
VE
D: P
:\1
08
8 - W
est H
oe
\D
RA
WIN
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\R
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OU
RC
E C
ON
SE
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\C
35
0 R
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D L
ON
G S
EC
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ep
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, 2
01
6. P
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, 2
01
6
WEST HOE HEIGHTSSUBDIVISION
MEGAPROJECTHOLDING LIMITED
1:500
C350 C
1:1000
ROAD LONG SECTIONSSHEET 1
C
B
A
0
FOR NOTIFICATION / HEARING
RC SECTION 92
UPDATED
ORIGINAL ISSUE
CB
SY
VC
VC
02/09/16
27/01/15
24/06/14
08/11/13
NOV 13
DATUM 15.00mDESIGN LEVELS
EXISTING LEVELS
CUT(-) / FILL(+)
HORIZONTAL
VERTICAL
CHAINAGE
ROAD 2 LONG SECTIONSCALE 1H:2V
VC 9.09m, K 1.00
VC 12.39m, K 2.04
VC 64.21m, K 3.00
CH: 1
27.3
5RL
: 33.
46
21.3
521
.42
22.0
822
.38
23.0
923
.63
24.8
8
26.1
3
27.3
8
28.6
3
29.8
830
.31
31.1
131
.13
32.2
1
32.6
832
.96
33.3
7
33.4
5
33.1
933
.05
32.6
032
.27
32.0
031
.74
30.8
5
29.9
6
29.1
229
.07
28.4
628
.20
27.7
327
.71
20.7
0
21.1
5
22.9
2
24.9
9
28.3
2
31.7
7
34.5
3
35.5
7
35.3
0
36.1
0
35.1
3
34.1
2
33.4
8
33.2
7
33.5
4
33.6
5
33.6
7
33.6
0
33.1
3
31.8
4
30.6
6
29.2
0
27.7
4
0.27
-0.5
4
-1.3
6
-3.4
3
-5.6
4
-7.1
5
-6.9
3
-5.4
2
-4.9
7
-2.9
2
-1.1
6
-0.1
1
0.17
-0.3
5
-1.0
5
-1.9
3
-2.7
5
-3.1
7
-2.7
7
-2.4
6
-1.4
9
L: 25.64 L: 57.81R: 34.00
L: 22.35 L: 37.16R: 46.00
L: 14.10 L: 32.39R: 55.00
L: 30.47
G: 3.41%L: 4.82
K: 1.00L: 9.09
G: 12.50%L: 72.30
K: 3.00L: 64.21
G: -8.90%L: 42.80
G: -2.84%L: 7.05
K: 2.04L: 12.39
0.00
8.46
10.0
0
17.5
520
.00
25.6
430
.00
40.0
0
50.0
0
60.0
0
70.0
0
80.0
083
.45
89.8
590
.00
100.
00
105.
8011
0.00
120.
00
130.
00
140.
0014
2.95
150.
0015
4.06
157.
0616
0.00
170.
00
180.
00
189.
4519
0.00
196.
8520
0.00
209.
2421
0.00
219.
92
DATUM 20.00mDESIGN LEVELS
EXISTING LEVELS
CUT(-) / FILL(+)
HORIZONTAL
VERTICAL
CHAINAGE
ROAD 4 LONG SECTIONSCALE 1H:2V
VC 18.83m, K 1.56
CH: 1
1.47
mRL
: 32.
74m
VC 20.60m, K 1.38
CH: 2
97.1
8mRL
: 43.
79m
VC 88.97m, K 4.52
CH: 2
16.8
4RL
: 48.
98
33.0
1
32.8
132
.75
32.9
7
33.3
933
.78
34.7
0
35.6
1
36.5
336
.82
37.4
4
38.3
6
39.2
739
.53
39.7
7
40.1
8
41.1
041
.37
42.0
1
42.9
3
43.8
4
44.7
6
45.6
7
46.5
9
47.0
9
47.4
8
48.1
8
48.6
7
48.9
3
48.9
7
48.7
948
.72
48.3
9
47.7
7
46.9
2
46.4
7
45.8
9
44.8
344
.56
44.0
943
.97
43.8
243
.92
44.1
0
31.1
8
30.3
0
29.8
4
28.2
0
26.6
6
26.9
2
28.1
1
30.3
9
31.2
2
31.8
2
33.0
8
35.1
6
36.4
3
36.8
5
38.5
3
40.9
3
42.2
1
43.9
6
47.1
2
49.4
4
51.5
1
52.5
5
53.3
8
53.0
5
51.8
2
49.7
6
47.1
7
43.0
2
39.9
4
37.9
4
37.4
0
38.1
2
1.82
2.44
3.13
5.59
8.04
8.69
8.41
7.05
7.14
7.45
7.10
5.94
5.58
6.08
5.31
3.82
3.46
2.63
0.36
-1.2
5
-2.8
4
-3.6
2
-4.4
1
-4.2
6
-3.4
3
-2.0
0
-0.2
5
2.87
4.89
6.04
6.41
5.98
L: 63.19 L: 29.69R: 20.00
L: 2.54 L: 17.59R: 60.00
L: 119.30 L: 55.66R: 91.00
L: 19.93
K: 4.52L: 88.97
G: -10.56%L: 18.07
G: 4.34%L: 0.75
G: 3.76%L: 3.96
G: 9.15%L: 149.82
K: 1.38L: 20.60
G: -2.85%L: 3.95
G: -2.94%L: 2.94
K: 1.56L: 18.83
0.00
6.89
10.0
0
20.0
0
25.7
230
.00
40.0
0
50.0
0
60.0
063
.19
70.0
0
80.0
0
90.0
092
.87
95.4
2
100.
00
110.
0011
3.01
120.
00
130.
00
140.
00
150.
00
160.
00
170.
00
175.
55
180.
00
190.
00
200.
00
210.
00
220.
00
230.
0023
2.30
240.
00
250.
00
260.
00
264.
52
270.
00
280.
0028
2.58
287.
9629
0.00
300.
0030
3.18
307.
89
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