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N

NOTES:
SET OUT POINTS
1.
AERIALS USED ARE FROM 2023. TREES, BUILDINGS, ETC. MAY BE OUTDATED. THE
CONTRACTOR SHALL CONFIRM ALL THE STRUCTURES IN THE PROJECT AREA
ITEM
EASTING, mE
NORTHING, mN
PRIOR TO SETTING UP ON SITE.
2.
POSITIONS OF BOUNDARIES SHOWN ARE INDICATIVE ONLY. THE CONTRACTOR
SWMH B
1754632.40
5919582.00
SHALL VERIFY DISTANCE FROM BOUNDARIES AND DISTANCE BETWEEN
MANHOLES PRIOR TO CONSTRUCTION.
SWMH E
1754550.26
5919533.04
3.
POSITIONS OF PRIVATE STORMWATER CONNECTIONS ARE INDICATIVE ONLY. THE
SWMH G
1754494.86
5919500.04
CONTRACTOR SHALL VERIFY THEIR LOCATIONS PRIOR TO CONSTRUCTION.
SWMH I
1754433.64
5919464.77
4.
POSITIONS AND LEVELS OF EXISTING SERVICES ARE APPROXIMATE ONLY. THE
CONTRACTOR SHALL CHECK AND CONFIRM ALL LOCATIONS OF ALL SERVICES
SWMH J
1754403.40
5919446.68
AND ALIGNMENT OF PROPOSED STRUCTURES PRIOR TO CONSTRUCTION.
5.
THE CONTRACTOR SHALL LIAISE WITH RELEVANT UTILITY PROVIDERS TO
SWMH K
1754368.95
5919426.12
PROTECT THE EXISTING SERVICES TO THEIR SATISFACTION. THE CONTRACTOR
SHALL OBTAIN RELEVANT UTILITY PROVIDERS APPROVAL PRIOR TO ANY
NOTE: CONTRACTOR SHALL VERIFY ALL SETOUT POINTS PRIOR TO COMMENCEMENT. ALL
TEMPORARY OR PERMANENT SERVICE DIVERSIONS.
SETOUT POINTS REFER TO THE CENTER OF THE CIRCULAR MANHOLE
6.
DO NOT SCALE OFF DRAWINGS.
7.
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH AUCKLAND COUNCIL
STANDARD SPECIFICATIONS AND PARTICULAR SPECIFICATIONS.
8.
FOR TYPICAL MANHOLE AND TRENCH DETAILS, REFER TO AUCKLAND COUNCIL
STORMWATER CODE OF PRACTICE (VERSION 4 ISSUED JULY 2025).
9.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGN OF ANY REQUIRED TEMPORARY
WORKS IN ORDER TO COMPLETE THE PROPOSED WORKS AND THESE SHOULD BE
CONFIRMED WITH THE ENGINEER PRIOR TO COMMENCING WORK.
10.
MAX DEPTH TO INVERT VALUES FOR MANHOLES ARE APPROXIMATE AND SOME
ARE DERIVED FROM GIS DATA.
11.
UNLESS SPECIFIED OTHERWISE ALL COORDINATES ARE IN NEW ZEALAND
TRANSVERSE MERCATOR (NZTM) SYSTEM.
12.
UNLESS SPECIFIED OTHERWISE LEVEL INFORMATION IS IN TERMS OF NEW
ZEALAND VERTICAL DATUM 2016 (NZVD2016).
13.
UNLESS SPECIFIED OTHERWISE ALL DIMENSIONS ARE IN METERS.
14.
ALL WORK AROUND TREES SHOULD BE CARRIED OUT UNDER THE INSTRUCTION
OF A REGISTERED ARBORIST.
15.
THE CONTRACTOR SHALL CAREFULLY REVIEW ALL ENGINEERING DRAWINGS
PRIOR TO ANY CONSTRUCTION OR FABRICATION COMMENCING, ANY
DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR RESOLUTION
BEFORE PROCEEDING WITH THE RELEVANT SECTION OF WORK.



SW
53/386
17/386
36/59
83/59
76/386
28/59
32/59
61/386
79/386
27/59
42/59
78/386
1/386
10/386
93/59
41/59
74/386
24/386
45/59
87/59
23/386
88/59
13/386
90/59
82/59
64/386
56/386
34/59
91/59
18/386
26/59
73/386
59/386
40/59
71/386
25/386
47/59
81/59
29/59
7/386
46/59
50/386
31/59
86/59
43/59
38/59
30/59
68/386
62/386
72/386
89/59
4/386
39/59
80/59
19/386
55/386
70/386
44/59
51/386
66/386
15/386
57/386
58/386
11/386
8/386
85/59
5/386
48/59
20/386
49/59
6/386
67/386
21/386
92/59
3/386
14/386
35/59
69/386
77/386
84/59
12/386
37/59
2/386
9/386
63/386
54/386
60/386
33/59
75/386
16/386
52/386
22/386
65/386
60
53
SW
50A
450 PYTH
SW
62
52B
2/46
58
55A
225 CONC
SW
55
64
SW
57
SW
SW
1/54
2/48
1/48
56
58B
XX
SW
64D
SW
Abandoned
SW
N
66
XX
57
T22
SW
54
225 CONC
P005
SW
2/48
SW
SW
SW
68
66
T21
52
SW
SW
SW
SW
3/48
53
60B
SW
52C
SW
SW
50
1-3/68
SW
SW
70-72
51
SW
SW
64C
58C
48
SW
225 CONC
SW
225 ERWR
SW
T20
SW
54
225 PYVN
SW
49
T49
SW
74
70
46
SW
72
SW
SW
SW
SW
66A
47
60C
2/68
62C
1/38
SW
SW
76
44
64B
45
T48
SW
SW
T19
42
SW
SW
SW
43
225 CONC
T47
3/32
2/38
SW
SW
80
SW
3/68
40
41
SW
T46
SW
64A
82
5/70A
3/30
38
SW
SW
80
2/32
225 PYVN
SW
39
HAKANOA STREET
SW
T45
SW
4/70A
2/30
36
T18
SW
84
225 CONC
82A
150 ERWR
37
SW
68A
66B
SWSW
SW
3/70A
1/32
34
T44
SWSW
3/80A
2/80A
SW
2/70
35
T17
86
76A
1/30
SWSW
1/39
78
2/70A
1/68
32
T43
88
SW
225 PYVN
SWSW
33
T16
1/70
SWSW
2/39
SW
30
82B
31
T42
1/70A
SW
SW
SW
28
SW
T41
SW
29
T15
SW
SW
T40
SW
26
SW
27
T14
4/80A
SW
SW
24
SW
T39
SW
25
SW
SW
86A
SW
T38
42
5/80A
T13
22
SW
23
150 ERWR
SW
36
36A
SW
T12
225 PYVN
SW
SW
40
14B
P004
T37
SW
20
21
SW
SW
T11
T36
38
SW
2/12
SW
SW
18
19
SW
SW
T10
36
SW
SW
3/12
SW
2/30
SW
17
SW
T35
2/12
14A
16
SW
34
SW
SW
SW
T9
15
T34
30
32
SW
SW
35
SW
SW
412
T8
SW
SW
33
30
13
T33
SW
24A
24
XX
SW
T7
12
SW
418
225 CONC
SW
28
SW
31
SW
525 CONC
SW
SW
T32
11
SW
SW
XX
T6
10
26
225 ERWR
SW
SW
SW
29
SW
T31
SW
SW
HAKANOA STREET
24
XX
SW
T5
8
SW
1/11
SW
2B
27
SW
7
T30
TUTANEKAI STREET
SW
Abandoned
XX
T4
SW
2
SW SW
22
424E
6
SW
2A
SW
SW
SW
25
SW
SW
2/11
424C
SW
XX
424B
T29
2A
4
SW
SW
5
20
SW
SW
SW
T3
2A
SW
23
424F
LEGEND:
SW
225 CONC
SW
3/11
XX
SW 610 CONC
440
SW
SW
18
100 
SW
SW
225 ERWR
T28
438
SW
3
21
SW
SW
225 CONC
SW
XX
EXISTING SW NETWORK (MANHOLE, PIPE, CATCHPIT)
432
225 CONC
SW
SW
T2 428A
SW
16
SW
T27
19
436
SW
SW
SW XX
SW
EXISTING SW PIPE TO BE ABANDONED
428-440
SW
1
SW
T1
430
SW
14
17
SW
SW
PROPOSED SW NETWORK (MANHOLE, PIPE, CATCHPIT)
SW
428
SW
6A
SW
T26
12
15
SW
SW
EXISTING PRIVATE SW CONNECTION
SW
SW
225 ERWR
1A
SW
1/66
2/66
1/4
T25
13
SW
SW
EXISTING TREE
SW
442
1B
10
SW
444
SW
SW
446
11
SW
T24
2A
2/4
225 PYVN
8
PROPERTY BOUNDARY & KERB LINE
442-446
6
SW
64A
64B
SW
12
12A 225 CONC
442-446 T23
9
SW
VEHICLE CROSSING
6
SW
SW 225 CONC
SW
1/8
2/8
452
7
417
4
SW
225 CONC
2
SW
225 CONC



SS
G
T
160 PE
G
G
W
W
SS
T
SW
SS
SWCP 8
G
P
T14
W
G
T
SS
W
SWMH G
86A
SS
G
G
SW
W
W
T
SS
SS
T13
22
DTI: 3.85m
5/80A
G
150 ERWR
P
SS160 PE
W
SW
W
T
SW
SS
G
W
T
SW
W
SS
G
SS
SS
P
G
P
G
N
SW
W
T12
P
T
G
225 PYVN SW
G
W
P
160 PE
14B
W
T
G
SW
SS
SW
SW
SS
W
20G
G
W
G
T
G
G
SW
W
W
P
SW
SS
W
SS
G
G
T
G
SW
W
EX. SWMH H
W
SW
G
SS
W
SW
G
SS
T
SS
W
DTI: 4.15m
G
G
SW
W
SW
2/12
W
T
SW
SS
W
G
(TO BE REPLACED)
T11
160 PESSG
W
G
W
SW
W
G T
W
SW
G
W
SW
SS
18
W
T
SW G
SS
G
G
G
T35
W
SW
W
W
SWCP 10
SS
W
SW
G
GT
SW
SS
W
W
W
SW
G
G
SS
G
3/12
W GT
SW
SS
W
W
SW
SW
W
W
GT
G
G
SW
W
17
SS
SW
SS
T10
W
W
W
GT
W
SS
2/12
14A
16
SW
W
W
T
SW
G
G
G
SS
W
W
T34
G
SW
SS
W
W
T
SW
G
SS
W
W
G
W
SS
TG
SWMH I
G
W
SW
SS
W
W
SW
W
T
T9
SS
G
W
15
G
NOTES:
DTI: 4.05m
W
W
SW
160 PVC-U
W
T33
T
G
W
G
W
W
SS
W
SW
P
T
SW
SS
P
W
G
1.
SWCP 19 TO BE UPGRADED WITH A KERB BACK BLOCK
W
SWCP 12
G
EXISTING WW PIPE
W
P
T
SWMH J
SW
SW
P
SS
W
G
SS
COMPK KEY: 2488339
P
W
T
DTI: 3.5m
W
P
SW
SW
W
W
G
2.
SS
SWCP 24 AND SWCP 25 ARE BUBBLE UP FIELD CESSPITS TO BE ABANDONED
G
P
W
T
SS
13
W
P
W
SW
W
SW
G
41.4m of MINIMUM 400mm OD SW PE SDR 13.6 @ 4.7%
SS
T8
T32
P
W
T
G
W
P
W
W
3.
SWCP 26 AND SWCP 27 TO BE REPLACED WITH HUMES MAX PIT OR HYNDS STREET
G
SW
UPGRADE EX. SW PIPE TO 250mm OD PE
(ON LINE REPLACEMENT)
SS
12
SW
W
P
T
W
SS
W
W
CATCHPIT WITH 2.4m LINTEL
SW
SS
418
100 PVC-U
W
T
W
G
G
SW
W
W
T7
SW
SS
W
SWCP 11
T
G
W
SW
G
4.
ALL CESSPIT CONNECTIONS TO BE 250mm OD PE SDR17 UNLESS STATED OTHERWISE
W
W
T
SW
SS
W
G
G
W
SW
SS
W
W
W
T31
T
SWCP 14
SW
SS
W
11
SWMH J1
5.
ALL SINGLE HOUSE CONNECTIONS TO BE 110mm OD PE SDR 17
10
W
G
G
W
SW
W
T
225 ERWRSW
SS
W
SS
W
G
G
W
G
SW
W
T
W
SW
SS
G
6.
ALL DOUBLE HOUSE CONNECTIONS TO BE 150mm SN16 PVC RESTRAINT PIPE
W
G
SWCP 15
W
W
P
T
SW
W
28.9m of MINIMUM 400mm OD SW PE SDR 13.6 @ 3.3%
G
SW
G
SS
SWCP 13
G
P
W
W
W
T
SW
W
7.
ALL DTI MEASUREMENTS ARE TAKEN FROM THE EXISTING GROUND LEVEL TO THE
G
8
SW
T6
W
W
W
T
G
G
SS
W
T30
SW
G
INVERT OF THE EXISTING 225MM SW PIPE
G
1/11
W
W
SW
T
SW
W
P
G
SW G
W
2B
W
W
T
SW
160 PE
SS
W
G
P
W
T5
SW
SW
W GT
SW
W
7
G SS
W P
W
2
SWCP 17
W GT
W
SW
6
SW
SWMH K
W
G
W
2A
G
W
T
SW
G
W
T4
W
G
SW
SW
DTI: 2.52m
W
SWMH L1
T29
W
T
SS
W
35.0m of MINIMUM 400mm OD SW PE SDR 13.6 @ 3.3%
G
SW
W
2/11
424C
SW
G
SW
G
G W T
SS
W
W
W
SWMH K1
G
SW
SW
2A
4
W
T
G
W
5
W
G
P
G W
SW
G
T
W
W
SW
2A
G
W
G W
G
G
T
SW
SS
W
W
LEGEND:
G
T28
SWCP 19
225 CONC
SW
G
P
3/11
SW
G W
W
T
SW
T3
SS
W
W
440
G
SW
100 
G W
SW
EXISTING SW NETWORK (MANHOLE, PIPE, CATCHPIT)
G W
T
SW
W
SW
SWCP 16
P
225 ERWRSW
SS
W
SW
G W
T
W
W
G
W
3
438
SW
SS
G W
SW
T
W
T
SW
EXISTING SW PIPE TO BE ABANDONED
SW
P
W
P
W
P
SS
432
W
G
T
SW
SWCP 20
W
T
W
T27
W
428A
SW
W
SS
G
T
T
G
SW
SW
PROPOSED SW NETWORK (MANHOLE, PIPE, CATCHPIT)
W
W
225 CONC
W
W
SWCP 21
G
T
W
T
SW
SS
W
G
W
SW
G
436
W
G
T
W
T
EXISTING PRIVATE SW CONNECTION
SW
SS
W
G
W
SWCP 22
39.7m of 400mm OD SW PE SDR 11 @ 7.1%
W
T
W
T
G
SW
G
W
SW
W
1
SW
G
W
G
T
G
G
T
150 VCSS
W
SS
EXISTING WW NETWORK (MANHOLE, PIPE)
SW
T2
G
T
G
430
W
SW
W
SW
SW
W
T
W
G
SWCP 24
W
W
W
T
SW
W
G
T
PROPOSED 225mm
W
G
EXISTING WATER NETWORK
SWCP 18
W
W
EXISTING WW PIPE
W
T
T
DIAMETER RCRRJ
SW
W
G
SS
G
T1
SW
T26
W
CLASS 2 428
COMP KEY: 2401397
W
T
W
T
W
P
EXISTING UNDERGROUND POWER
G
SW
G
SS
G
G
6A
W
T
T
W
W
P
W
G
G
SW
SS
T
G
W
T
W
W
W
T
SW
EXISTING TELECOMMUNICATIONS
G
22.5m of 400mm OD SW PE SDR 11 @ 7.1%
SW
G
T
W
W
W
T25
P
W
T
G
SW
SS
W
SW
G
T
G
P
W
T
225 ERWR
W
W
G
EXISTING GAS
G
P
W
W
G
SW
SS
T
G
EX. SWMH L
G
P
W
SW
W
1A
W
1/4
W
T
SWCP 26
G
150 PE
T
T24
SW
T
DTI: 2.6m
P
EXISTING WW PIPE
P
W
G
T
SW
W
W
W
EXISTING POWER POLE
G
SW
T
T
SW
COMP KEY: 2507034
W
SWCP 23
W
SW
W
442
1B
SS
P
P
T
G P
T
W
SWW
W
W
EXISTING TREE
SS
P
P
T
T
G
W
P
W
SWCP 25
W
SW
W
T
P
T
G
W
P
P
P
W
446
SS
T23
W
W
PROPERTY BOUNDARY & KERB LINE
SW
P
T
444
2A
2/4
G
SS
8
T
P
W
P
W
P
W
P
EX. SWMH M
442-446
6
W
P
T
W
G
W
SS
W
VEHICLE CROSSING
DTI: 2.75m
P
P
T
W
G
W
442-446
P
W
SS
P
SS
W
SWCP 27
G
P
W
T
W
W
P
P
EXISTING SW PIPES TO BE ABANDONED
W
P
SS
SS
T
W
G
P
6
W
P
W
W



W
G
SS
P
P
G
W
T
SW
W
W
SS
T
G
P
W
G
2/48
W
SW
T
SS
56
1/54
1/48
G
W
G
P
58B
W
T
G
W
W
P
SW
EX. SWMH A
T
G
G
Abandoned
W
N
DTI: 4.0m
W
T
G
P
XX
SWCP 1
G
SS
54
SW
G
G
W
(TO REMAIN)
W
T
XX
G
SS
2/48
W
W
T
G
SS
G
SS
W
G
T
SW
SW
T22
SS
W
G
SS
W
T
SW
52
SW
G
SS
W
W
G
T
W
G
SW
SW
W
W
G
SS
W
3/48
T
W
G
SW
G
SW
60B
160 PE
W
G
G
W
T
T21
SS
SS
W
W
SW
W
G
SW
SWMH B
G W
T
52C
G
W
SS
50
SS
G
G
SW
W
W
DTI: 4.40m
SW
W
T
G
W
W
G
SW
W
SS
T
SW
G
SS
G
W
51
SWCP 3
T49
W
G
G
T
SW
W
SS
W
SW
SS
W
G
G
G
P
58C
48
W
W
T
SW
W
SW
SS
W
W
G
W
G
T
W
G
W
SS
SW
P
W
225 PYVN
SW
W
EX. SWMH C
T20
G
T
49
54
G
G
G
SW
SS
G
SS
SW
G
G
W
G
W
W
T
DTI: 3.5m
G
G
SS
W
P
SW
SS
G
46
SW
W
W
W
G
T
(TO BE ABANDONED)
G
G
W
G
SW
SS
W
W
T
SW
SS
W
G
G
G
W
P
W
SW
G
W
47
T
SS
G
G
W
T48
60C
SS
G
W
G
G
W
W
T
SW
G
P
SS
NOTES:
1/38
44
W
G
W
W
T
G
SW
160 PESS
W
SW
G
G
W
SS
W
W
W
T
G
SW
W
G
45
1.
160 PE
SS
ALL CESSPIT CONNECTIONS TO BE 250mm OD PE SDR17 UNLESS STATED OTHERWISE
W
W
T
SS
G
W
SW
W
G
SS
W
W
G
42
T
SS
G
G
W
G
2.
ALL SINGLE HOUSE CONNECTIONS TO BE 110mm OD PE SDR 17
T19
G
SW
W
W
W
T47
T
52.4m of 500mm OD SW PE SDR 17 @ 7.6%
SS
G
G
W
G
SW
W
W
W
T
SS
43
SWCP 2
(ON LINE REPLACEMENT)
SS
3.
3/32
ALL DOUBLE HOUSE CONNECTIONS TO BE 150mm SN16 PVC RESTRAINT PIPE
2/38
G
W
SW
W
SW
W
W
T
SS
EX. SWMH D
SS
G
40
W
W
W
P
T46
T
SW
W
G
DTI: 3.6m
SS
G
4.
ALL DTI MEASUREMENTS ARE TAKEN FROM THE EXISTING GROUND LEVEL TO THE
W
W
W
T
(TO BE REPLACED)
W
SS
INVERT OF THE EXISTING 225MM SW PIPE
W
W
P
T
SW
41
G
SS
G
G
W
W
W
W
SS
T
G
SW
EXISTING WW PIPE
SS
T45
3/30
38
G
W
W
W
G
SWCP 4
T
COMP KEY: 2599787
SS
G
SW
W
SW
SS
W
W
W
T
2/32
G
W
G
SW
G
G
W
SS
W
39
SS
T
225 PYVN
G
W
W
SW
W
W
SS
2/30
T
SS
W
36
W
G
G
G
T44
32.4m of 500mm OD SW PE SDR 17 @ 7.4%
W
W
T
G
SS
SS
W
W
SW
G
SW
W
T18
(ON LINE REPLACEMENT)
W
G
G
T
SW
G
37
SW
G
W
W
W
G
T
SWMH E
SS
SW
1/32
G
W
W
G
W
SW
T
G
DTI: 3.65m
34
W
G
SSG
G
SW
W
G
W
W
W
T
SW
G
G
W
T43
21.6m of 500mm OD SW PE SDR 17 @ 7.4%
G
W
SW
G
W
W
T
SW
G
SS
35
1/30
G
W
(ON LINE REPLACEMENT)
W
W
T
SW
G
LEGEND:
SW
SS G
1/39
T17
W
G
W
P
W
W
G
32
G
T
G
SW
SW
P
SS
W
W
G
W
W
P
T
G
SW
SW
G
EXISTING SW NETWORK (MANHOLE, PIPE, CATCHPIT)
G
W
G
W
W
T
225 PYVN SW
G
33
W
SW
SW
SS
W
W
G
T
W
G
G
SW
G
W
EXISTING SW PIPE TO BE ABANDONED
SW
W
T16
W
SW
SS
T
T42
W
G
SWCP 5
2/39
30
W
G
W
SW
T
G
SW
G
W
W
SW
PROPOSED SW NETWORK (MANHOLE, PIPE, CATCHPIT)
W
SWCP 6
31
W
SS
T
G
W
SW
SW
160 PE
W
W
G
W
T
SS
W
P
SW
EXISTING PRIVATE SW CONNECTION
W
SW
W
T41
W
G
T
SS
W
P
28
W
G
G
SW
SW
W
W
G
G
T
P
SS
EXISTING WW NETWORK (MANHOLE, PIPE)
G
W
29
EX. SWMH F
SW
W
W
SW
41.7m of 500mm OD SW PE SDR 17 @ 5.9%
W
G
T
P
G
SS
W
W
W
SWCP 8
DTI: 3.75m
G
SW
(ON LINE REPLACEMENT)
W
SW
P
G
T
P
W
SS
T40
(TO BE REPLACED)
EXISTING WATER NETWORK
W
W
W
T P
SW
SW
G
W
P
G
T15
26
SS
W
W
W
G
P
T
SW
W
SW
P
EXISTING WW PIPE
G
P
EXISTING UNDERGROUND POWER
G
W
27
W
G
W
G
G
T
W
P
P
SW
SW
COMP KEY: 2599521
G
G
SS
G
W
W
G
T39
W
T
W
P
P
T
G
EXISTING TELECOMMUNICATIONS
G
SS
W
G
T14
W
W
T
SW
G
32.2m of 500mm OD SW PE SDR 17 @ 5.9%
G
G
G
W
24
W
W
SS
W
T
SW
(ON LINE REPLACEMENT)
G
G
EXISTING GAS
W
25
G
SWMH G
W
W
W
G
T
G
SW
W
DTI: 3.85m
SWCP 7
W
G
W
W
T
T38
EXISTING POWER POLE
G
SW
W
W
G
W
T
SS
W
G
W
SW
W
W
T
SS
G
EXISTING TREE
G
W
W
G
W
SW
23
W
T
36
36A
G
W
T37
W
T
SW
G
SS
G
G
W
W
PROPERTY BOUNDARY & KERB LINE
P
W
G
T
225 PYVN SW
SS
32.3m of 500mm OD SW PE SDR 17 @ 4.7%
G
W
W
40
W
G
P
SW
(ON LINE REPLACEMENT)
W
W
VEHICLE CROSSING
SW
P
G
W
G
21
SW
W
G
W
SW
SS
W
P
W
W
T36
W
SW
G
EXISTING WW PIPE
G
W
SW
SS
SWCP 9
G
38
W
W
W
T35
COMP KEY: 2488339
SW
W
160 PESS
W
G
W
W

PROPOSED 110mm OD PE100 SDR 17 SW PIPE
PROPOSED 100mm uPVC SW INSPECTION CHAMBER
PROPOSED 150mm uPVC SW INSPECTION CHAMBER
PROPOSED SHEAR BAND
B
B
A
A
EXISTING 100mm DIAMETER SW PIPE
100mm SW INSPECTION CHAMBER PLAN VIEW (SINGLE CONNECTION - STRAIGHT)
PROPOSED 150mm TO 100mm DIAMETER uPVC REDUCER
B
PROPOSED 150mm uPVC SN16 SW PIPE
PROPOSED 150mm TO 100mm DIAMETER uPVC REDUCER
PROPOSED 100mm uPVC SW INSPECTION CHAMBER
EXISTING 100mm DIAMETER SW PIPE
150mm SW INSPECTION CHAMBER PLAN VIEW (DOUBLE CONNECTION)
PROPOSED 110mm OD PE100 SDR 17 SW PIPE
PVC CAP TO BE UTILISED IN GRASS.
B
STEEL LAMP HOLE TO BE UTILISED IN DRIVEWAY
100mm SW INSPECTION CHAMBER PLAN VIEW (SINGLE CONNECTION - ANGLED)
DRIVEWAY
PVC CAP TO BE UTILISED IN GRASS.
STEEL LAMP HOLE TO BE UTILISED IN DRIVEWAY
DRIVEWAY
PROPOSED SHEAR BAND
PROPOSED 150mm uPVC SW INSPECTION CHAMBER
PROPOSED SHEAR BAND
PROPOSED 150mm uPVC SW PIPE
PROPOSED 150mm TO 100mm DIAMETER uPVC REDUCER
PROPOSED 100mm uPVC SW INSPECTION CHAMBER
EXISTING 100mm DIAMETER SW PIPE
PROPOSED 110mm OD PE100 SDR 17 SW PIPE
150mm SW INSPECTION CHAMBER CROSS SECTION A-A
100mm SW INSPECTION CHAMBER CROSS SECTION B-B

B
A
2.3m DIAMETER PRE-CAST CONCRETE RISER
HD12 MININMUM 50mm COVER ALL SIDES
200mm MINIMUM
HYDROPHYLIC SEAL
HD12 MINIMUM 50mm COVER ALL SIDES
SW PIPE
120mm
3 X PE FLEX RESTRAINT ON BOTH SIDES
240mm
25MPa ORDINARY CONCRETE
PE FLEX RESTRAINT ON BOTH SIDES
B
A
SWMH CROSS SECTION A-A
SWMH CROSS SECTION B-B

BREAK OUT & REMOVE IRON LID & FRAME,
CONCRETE LID AND MANHOLE RISER
BREAK OUT & REMOVE IRON GRATE & FRAME AND
REINSTATE TO MATCH ADJACENT SURFACE
HARDFILL BACKFILL
1m TO 1.5m
FLOWABLE FILL 1 TO 2 MPa
FLOWABLE FILL 1 TO 2 MPa
MANHOLE ABANDONMENT
CESSPIT ABANDONMENT






















Pre-cast lintel
2400
1000
1000
TRANSITION
TRANSITION
B
C
NOTES
A
A
1. Concrete to be 25 mpa.
150
Kerb
2. Catchpits to be 1.8m deep.
3. Transition-kerb height changes, from 150 to 165.
4. Precast units a and b with lintel can be retrofitted to
R1070
existing catchpit.
300
Channel
Channel
5. Precast tapers have not been detailed, therefore all
R1070
Flow
R1070
dimensions are nominal.
6. When retrofitting unit 'a' to existing catchpit, trim back
existing catchpit as shown below. Place unit 'a' centrally over
RD0022
R1070
back of catchpit on concrete bedding.
800
Sawcuts at 60°, 25mm deep to edge of apron
7. Cycle-friendly. May be used adjacent to cycle lanes.
Spring - latched (safety) grate or
approved alternative
B
C
8.       Catchpit grates should be spring - latched (safety) grate should be
(cycle friendly)
Class D to AS3996 with a minimum weight of 62.5kg
PLAN
           ·      Comply with EDC - Road drainage & surface water control,
1000
1000
Clause 6.5
TRANSITION
2399
TRANSITION
9.  Back entry plates and galvanised lintel edges should have rounded 
edges to minimise worker injury.
150
165
Cement mortar
bedding
Exist. Catchpit chamber to be modified as
required
Precast catchpit
1170 min.
chamber
100
100 NOMINAL
800
100 NOMINAL
SECTION A-A
300
Extended inlet 2400 lintel
Pre-cast lintel
Grate 10% cross fall
165
800x500 catchpit
335
Pavement
150
Minimum depth to
20mpa concrete
1450 min.
invert level 1100
haunching
1170 min.
Standard Engineering Details
Precast catchpit
chamber
Catchpit lead minimum
300Ø outlet
450 min
100 NOMINAL
500
100 NOMINAL
SECTION B-B
300
Pre-cast lintel
75
165
3% cross fall
355
Pavement
150
150
150
100
SECTION C-C
Transport Design Manual | 
Date:
H I E
30/11/2021
C
F
TDM TECHNICAL STANDARDS
SED No.
Version
APPROVED
E N
R
Street catchpit 800 x 500
G
E
RD0022 B
I N E


Drawing set for Chapter 8 - Traffic Calming
EXISTING KERB & CHANNEL
TYPICAL CATCHPIT
ON UPSTREAM
1.0m
0.75m
ADVANCE WARNING SIGNS ON
SIDE
1 TO 1.5m GAP
RAMP MARKINGS
BETWEEN
APPROACHING SPEED-TABLE OR
IN
DRAGON
REFLECTORISED
HUMPS
TOOTH
WHITE
VARIES
A
A
150mm WIDE
0.75m
NOTE
WHITE
CENTRELINE
1.0m
1 TO 1.5m GAP
1.
PW-39 sign with supplementary
BETWEEN
 
as shown to be erected in advance of
DRAGON TOOTH
treatment on both sides of the carriageway
facing approaching traffic
6.0m
1.5m FOR BUSES
TYPICAL CATCHPIT
1.0m FOR TRUCKS
ON UPSTREAM SIDE
& CARS
(SEE NOTE 2)
EXISTING KERB & CHANNEL
PLAN
N.T.S.
TWO ROWS OF LESA DIAMOND OR SIMILAR
APPROVED DOWELS @ 600mm C/C ALONG
CONSTRUCTION JOINT
TWO ROWS OF LESA DIAMOND OR SIMILAR
RAMP WIDTH 1.0m FOR CARS &
TRUCKS, 1.5m FOR BUSES 40MPa
RAMP WIDTH 1.0m FOR CARS &
APPROVED DOWELS @ 600mm C/C ALONG
TRUCKS, 1.5m FOR BUSES 40MPa
CONSTRUCTION JOINT
ORDINARY CONCRETE RAMP WITH
TWO LAYERS OF 663 MESH
ORDINARY CONCRETE RAMP WITH
300mm THICK 40MPa ORDINARY
TWO LAYERS OF 663 MESH
CONCRETE WITH TWO LAYERS OF
663 MESH
100
200
30mm THICK AP20 LAYER
0.25mm POLYTHENE LAYER
4000 FOR CARS & TRUCKS
6000 FOR BUSES
1000 FOR CARS &
1000 FOR CARS &
TRUCKS, 1500 FOR
TRUCKS, 1500 FOR
BUSES
BUSES
SECTION A - A
N.T.S.
NOTE
1. See drainage chapter for additional catchpit details.
3. Reinforcing to be placed on spacers.
REVISION
BY
DATE
SCALE:
A U C K L A N D    T R A N S P O R T
C O D E  O F  P R A C T I C E
N.T.S.
DRAWING No.
TITLE
TC003
VERSION
1.0


Drawing set for Chapter 8 - Traffic Calming
A U C K L A N D    T R A N S P O R T
C O D E  O F  P R A C T I C E