Post on 27-Apr-2020
SS
NEW LATERAL
NEW WATER MAIN
NEW RISING SEWER MAIN
PROPOSED SANITARY SEWER & WATER LEGEND
W
NEW SERVICE CONNECTION
W W
SW
T T
P P
SS
STORMWATER PIPE
WATER PIPE
POWER (UNDERGROUND)
EXISTING SERVICES LEGEND
VALVE / HYDRANT
SANITARY SEWER PIPE
FENCE
? ?
ABANDONED PIPE
POTENTIAL EXISTING PIPE
TELECOM (UNDERGROUND)
X
NEW VALVE (WATER / SEWER)
NEW FIRE HYDRANT
NEW TOBY BOX / GRINDER PUMP
MANHOLE
SS
W
SW
T T
P P
SS
? ?
TELECOM (UNDERGROUND)
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
TT
TT
TT
T
T
T
T
T
T
SS
SS
SS
SS
SS
SS
SS
SS
WW
W
W
W
W
W
W
TE MAWHAI ROAD
TE MAWHAI ROAD
SS
SS
SSSS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
Datum R.L. 30.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.0
0
1.0
0
1.6
6
1.7
3
1.6
7
1.6
6
1.6
2
31
.91
32
.03
33
.10
33
.50
33
.90
34
.30
34
.75
32
.91
33
.02
34
.76
35
.23
35
.57
35
.96
36
.37
0.0
20
.0
40
.0
60
.0
80
.0
10
0.0
12
0.0
NE
W T
E M
AW
HA
I R
OA
D P
UM
P
ST
AT
ION
WE
TW
EL
L
DN 100 S1 PN12 PVC-U RISING MAIN
200
100
5010
0m
m30
0m
m
Scales Project No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 2017-10-02 at 9:32:51 a.m. Path O:\env\govt\linz\proj\3-39184 tokanui wastewater connection to waikeria rm\3DCN Final Design and Tender Documentation\10 DRAWINGS\(C) Civil\3-39184.00_C20-C29.dwg C25(A)
Drawn
Approved Approved Date
Hamilton Office Private Bag 3057
Waikato Mail Centre
Hamilton 3240+64 7 838 9344
DRAWING IN PROGRESSPLOTTED ON 2017-10-2 AT 9:32 a.m.
LAND INFORMATION NEW ZEALANDTOKANUIWASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE
TE MAWHAI ROAD WASTEWATER RISING MAINPLAN & LONGITUDINAL SECTION
DRAFT FOR COMMENT
3-39184.00(02) C25 A
B. MATHEW C. STOKES DRAFT
B. MATHEW AS SHOWN
Designed
1:5000 5 10 2015 25 4530 35 40 50 m
@ A1@ A31:1000
Approved Revision DateRevision Amendment
A ISSUED FOR COMMENT C.S DRAFT
1:5010 32 4 m5
@ A1@ A31:100
4001:25
0 20001200800 1600 2400 mm@ A1@ A31:50
PLAN (CH0.0 - CH120.0)1:500 (A1) 1:1000 (A3)
LONGITUDINAL SECTION
(CH0.0 - CH120.0)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW TE MAWHAI ROAD
WASTEWATER PUMP STATION
ABANDON EXISTING WASTEWATER
TREATMENT PLANT
NEW DN100 S1 PN12 PVC-U WASTEWATER RISING MAIN IN
SHARED TRENCH WITH 0.75m VERTICAL CLEARANCE AND
0.5m HORIZONTAL CLEARANCE FROM NEW WATERMAIN
NEW DN100 S1 PN12 PVC-U WASTEWATER RISING
MAIN IN SHARED TRENCH WITH NEW WATERMAIN
SS
NEW LATERAL
NEW WATER MAIN
NEW RISING SEWER MAIN
PROPOSED SANITARY SEWER & WATER LEGEND
W
NEW SERVICE CONNECTION
W W
SW
T T
P P
SS
STORMWATER PIPE
WATER PIPE
POWER (UNDERGROUND)
EXISTING SERVICES LEGEND
VALVE / HYDRANT
SANITARY SEWER PIPE
FENCE
? ?
ABANDONED PIPE
POTENTIAL EXISTING PIPE
TELECOM (UNDERGROUND)
X
NEW VALVE (WATER / SEWER)
NEW FIRE HYDRANT
NEW TOBY BOX / GRINDER PUMP
MANHOLE
SS
W
SW
T T
P P
SS
? ?
TELECOM (UNDERGROUND)
X
TT
TT
TT
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
WW
W
WW
W
31
32
33
34
TE MAWHAI ROAD
TE MAWHAI ROAD
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS SS SS SS
SS
SS
SS
SS
SS
Datum R.L. 30.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.6
2
1.5
8
1.6
2
1.5
4
1.6
2
1.0
3
1.0
7
1.0
2
1.0
9
1.0
2
1.0
4
1.1
2
1.1
6
34
.75
35
.20
35
.65
36
.38
37
.10
38
.30
38
.50
38
.80
38
.80
38
.79
38
.92
39
.05
39
.17
36
.37
36
.78
37
.27
37
.91
38
.72
39
.33
39
.57
39
.82
39
.88
39
.81
39
.96
40
.16
40
.33
12
0.0
14
0.0
16
0.0
18
0.0
20
0.0
22
0.0
24
0.0
26
0.0
28
0.0
30
0.0
32
0.0
34
0.0
36
0.0
DN 100 S1 PN12 PVC-U RISING MAIN
200
100
5010
0m
m30
0m
m
Scales Project No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 2017-10-02 at 9:32:57 a.m. Path O:\env\govt\linz\proj\3-39184 tokanui wastewater connection to waikeria rm\3DCN Final Design and Tender Documentation\10 DRAWINGS\(C) Civil\3-39184.00_C20-C29.dwg C26(A)
Drawn
Approved Approved Date
Hamilton Office Private Bag 3057
Waikato Mail Centre
Hamilton 3240+64 7 838 9344
DRAWING IN PROGRESSPLOTTED ON 2017-10-2 AT 9:32 a.m.
LAND INFORMATION NEW ZEALANDTOKANUIWASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE
TE MAWHAI ROAD WASTEWATER RISING MAINPLAN AND LONGITUDINAL SECTION
DRAFT FOR COMMENT
3-39184.00(02) C26 A
B. MATHEW C. STOKES DRAFT
B. MATHEW AS SHOWN
Designed
1:5000 5 10 2015 25 4530 35 40 50 m
@ A1@ A31:1000
Approved Revision DateRevision Amendment
A ISSUED FOR COMMENT C.S DRAFT
PLAN (CH120.0 - CH360.0)1:500 (A1) 1:1000 (A3)
1:5010 32 4 m5
@ A1@ A31:100
4001:25
0 20001200800 1600 2400 mm@ A1@ A31:50
LONGITUDINAL SECTION
(CH120.0 - CH360.0)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U WASTEWATER RISING MAIN IN
SHARED TRENCH WITH 0.75m VERTICAL CLEARANCE AND
0.5m HORIZONTAL CLEARANCE FROM NEW WATERMAIN
NEW DN100 S1 PN12 PVC-U WASTEWATER RISING
MAIN IN SHARED TRENCH WITH NEW WATERMAIN
SS
NEW LATERAL
NEW WATER MAIN
NEW RISING SEWER MAIN
PROPOSED SANITARY SEWER & WATER LEGEND
W
NEW SERVICE CONNECTION
W W
SW
T T
P P
SS
STORMWATER PIPE
WATER PIPE
POWER (UNDERGROUND)
EXISTING SERVICES LEGEND
VALVE / HYDRANT
SANITARY SEWER PIPE
FENCE
? ?
ABANDONED PIPE
POTENTIAL EXISTING PIPE
TELECOM (UNDERGROUND)
X
NEW VALVE (WATER / SEWER)
NEW FIRE HYDRANT
NEW TOBY BOX / GRINDER PUMP
MANHOLE
SS
W
SW
T T
P P
SS
? ?
TELECOM (UNDERGROUND)
X
T
T
TT T T T T T T T T T T T T T T T T T T T T T T T T T
W
W
W
W
W
W
W
W
W
W
W
54
57
62
TE MAWHAI ROAD
SS
SSSS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
Datum R.L. 30.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.1
6
1.0
1
1.0
5
1.0
1
1.1
7
1.1
3
1.1
2
1.1
4
1.0
9
1.0
0
1.0
0
1.1
1
1.0
8
1.0
7
39.1
7
39.3
0
38.9
7
38.6
3
38.3
0
38.2
7
38.2
5
38.2
2
38.1
9
38.1
7
38.1
4
38.1
4
38.3
6
38.5
8
40.3
3
40.3
1
40.0
2
39.6
4
39.4
7
39.4
0
39.3
7
39.3
6
39.2
9
39.1
7
39.1
4
39.2
5
39.4
4
39.6
5
360.0
380.0
400.0
420.0
440.0
460.0
480.0
500.0
520.0
540.0
560.0
580.0
600.0
620.0
DN 100 S1 PN12 PVC-U RISING MAIN
200
100
5010
0m
m30
0m
m
Scales Project No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 2017-10-02 at 9:33:02 a.m. Path O:\env\govt\linz\proj\3-39184 tokanui wastewater connection to waikeria rm\3DCN Final Design and Tender Documentation\10 DRAWINGS\(C) Civil\3-39184.00_C20-C29.dwg C27(A)
Drawn
Approved Approved Date
Hamilton Office Private Bag 3057
Waikato Mail Centre
Hamilton 3240+64 7 838 9344
DRAWING IN PROGRESSPLOTTED ON 2017-10-2 AT 9:33 a.m.
LAND INFORMATION NEW ZEALANDTOKANUIWASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE
TE MAWHAI ROAD WASTEWATER RISING MAINPLAN AND LONGITUDINAL SECTION
DRAFT FOR COMMENT
3-39184.00(02) C27 A
B. MATHEW C. STOKES DRAFT
B. MATHEW AS SHOWN
Designed
1:5000 5 10 2015 25 4530 35 40 50 m
@ A1@ A31:1000
Approved Revision DateRevision Amendment
A ISSUED FOR COMMENT C.S DRAFT
1:5010 32 4 m5
@ A1@ A31:100
4001:25
0 20001200800 1600 2400 mm@ A1@ A31:50
PLAN (CH360.0 - CH620.0)1:500 (A1) 1:1000 (A3)
LONGITUDINAL SECTION
(CH360.0 - CH620.0)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
SS
NEW LATERAL
NEW WATER MAIN
NEW RISING SEWER MAIN
PROPOSED SANITARY SEWER & WATER LEGEND
W
NEW SERVICE CONNECTION
W W
SW
T T
P P
SS
STORMWATER PIPE
WATER PIPE
POWER (UNDERGROUND)
EXISTING SERVICES LEGEND
VALVE / HYDRANT
SANITARY SEWER PIPE
FENCE
? ?
ABANDONED PIPE
POTENTIAL EXISTING PIPE
TELECOM (UNDERGROUND)
X
NEW VALVE (WATER / SEWER)
NEW FIRE HYDRANT
NEW TOBY BOX / GRINDER PUMP
MANHOLE
SS
W
SW
T T
P P
SS
? ?
TELECOM (UNDERGROUND)
X
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT T
T
T
T
T
T
T
T
T
T
T
T
T
23
25
2648TE MAWHAI ROAD
SS
SS
SS
SS
SS
SS
SS
SS SSSS
SS
SS
SS
SS
SS
SS
SS
SS
Datum R.L. 30.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.0
7
1.0
6
1.0
7
1.1
1
1.0
2
1.0
5
1.0
0
1.0
7
1.1
1
1.1
3
1.0
2
1.0
8
1.0
5
1.0
4
38
.58
38
.80
38
.93
39
.06
39
.18
39
.31
39
.44
39
.46
39
.48
39
.32
39
.16
39
.00
39
.00
39
.00
39
.65
39
.86
40
.00
40
.17
40
.21
40
.36
40
.44
40
.53
40
.59
40
.45
40
.18
40
.08
40
.05
40
.04
62
0.0
64
0.0
66
0.0
68
0.0
70
0.0
72
0.0
74
0.0
76
0.0
78
0.0
80
0.0
82
0.0
84
0.0
86
0.0
88
0.0
DN 100 S1 PN12 PVC-U RISING MAIN
200
100
5010
0m
m30
0m
m
Scales Project No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 2017-10-02 at 9:33:07 a.m. Path O:\env\govt\linz\proj\3-39184 tokanui wastewater connection to waikeria rm\3DCN Final Design and Tender Documentation\10 DRAWINGS\(C) Civil\3-39184.00_C20-C29.dwg C28(A)
Drawn
Approved Approved Date
Hamilton Office Private Bag 3057
Waikato Mail Centre
Hamilton 3240+64 7 838 9344
DRAWING IN PROGRESSPLOTTED ON 2017-10-2 AT 9:33 a.m.
LAND INFORMATION NEW ZEALANDTOKANUIWASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE
TE MAWHAI ROAD WASTEWATER RISING MAINPLAN AND LONGITUDINAL SECTION
DRAFT FOR COMMENT
3-39184.00(02) C28 A
B. MATHEW C. STOKES DRAFT
B. MATHEW AS SHOWN
Designed
1:5000 5 10 2015 25 4530 35 40 50 m
@ A1@ A31:1000
Approved Revision DateRevision Amendment
A ISSUED FOR COMMENT C.S DRAFT
1:5010 32 4 m5
@ A1@ A31:100
4001:25
0 20001200800 1600 2400 mm@ A1@ A31:50
PLAN (CH620.0 - CH880.0)1:500 (A1) 1:1000 (A3)
LONGITUDINAL SECTION
(CH620.0 - CH880.0)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
SS
NEW LATERAL
NEW WATER MAIN
NEW RISING SEWER MAIN
PROPOSED SANITARY SEWER & WATER LEGEND
W
NEW SERVICE CONNECTION
W W
SW
T T
P P
SS
STORMWATER PIPE
WATER PIPE
POWER (UNDERGROUND)
EXISTING SERVICES LEGEND
VALVE / HYDRANT
SANITARY SEWER PIPE
FENCE
? ?
ABANDONED PIPE
POTENTIAL EXISTING PIPE
TELECOM (UNDERGROUND)
X
NEW VALVE (WATER / SEWER)
NEW FIRE HYDRANT
NEW TOBY BOX / GRINDER PUMP
MANHOLE
SS
W
SW
T T
P P
SS
? ?
TELECOM (UNDERGROUND)
X
T T T T T
T
T
T
T
T
T
TT
TT
TT
T
WW
WW
WW W W W W W W
W
W
SS
SS
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
19
20
212223
23
25
26
5
6
7
THE CRESCENT
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
SSSS
SSSSSSSSSSSSSS
SS
SS
SS
Datum R.L. 30.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.0
4
1.1
3
1.0
2
1.0
0
1.0
6
1.0
8
1.1
6
1.1
8
39
.00
39
.05
39
.10
38
.70
38
.30
37
.90
37
.80
37
.70
40
.04
40
.18
40
.12
39
.70
39
.36
38
.98
38
.96
38
.88
38
.66
88
0.0
90
0.0
92
0.0
94
0.0
96
0.0
98
0.0
10
00
.0
10
20
.0
10
27
.3N
EW
PU
MP
ST
AT
ION
WE
TW
EL
L A
T T
HE
VIL
LA
GE
DN 100 S1 PN12 PVC-U RISING MAIN
TE MAWHAI ROAD THE CRESCENT
Datum R.L. 35.00
DEPTH TO INVERT
INVERT LEVEL
GROUND LEVEL
DISTANCE (Metres)
PIPE DETAILS
1.0
0
1.0
6
0.9
3
0.8
2
0.9
7
1.0
4
1.0
0
1.1
5
37
.56
37
.84
38
.12
38
.40
38
.67
38
.95
39
.23
39
.15
38
.56
38
.90
39
.04
39
.21
39
.64
39
.99
40
.23
40
.29
0.0
20
.0
40
.0
60
.0
80
.0
10
0.0
12
0.0
14
0.0
NE
W P
UM
P S
TA
TIO
N
WE
TW
EL
L A
T T
HE
VIL
LA
GE
TE MAWHAI ROADTHE CRESCENT
DN 100 S1 PN12 PVC-U RISING MAIN
200
100
5010
0m
m30
0m
m
Scales Project No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 2017-10-02 at 9:33:17 a.m. Path O:\env\govt\linz\proj\3-39184 tokanui wastewater connection to waikeria rm\3DCN Final Design and Tender Documentation\10 DRAWINGS\(C) Civil\3-39184.00_C20-C29.dwg C29(A)
Drawn
Approved Approved Date
Hamilton Office Private Bag 3057
Waikato Mail Centre
Hamilton 3240+64 7 838 9344
DRAWING IN PROGRESSPLOTTED ON 2017-10-2 AT 9:33 a.m.
LAND INFORMATION NEW ZEALANDTOKANUIWASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE
TE MAWHAI ROAD WASTEWATER RISING MAINPLAN AND LONGITUDINAL SECTION
DRAFT FOR COMMENT
3-39184.00(02) C29 A
B. MATHEW C. STOKES DRAFT
B. MATHEW AS SHOWN
Designed
1:5000 5 10 2015 25 4530 35 40 50 m
@ A1@ A31:1000
Approved Revision DateRevision Amendment
A ISSUED FOR COMMENT C.S DRAFT
1:5010 32 4 m5
@ A1@ A31:100
4001:25
0 20001200800 1600 2400 mm@ A1@ A31:50
PLAN
(RISING MAIN TO THE VILLAGE PS- CH880.0 - CH1027.2 & RISING MAIN FROM THE VILLAGE PS - CH0.0 - 140.0)1:500 (A1) 1:1000 (A3)
LONGITUDINAL SECTION (CH880.0 - CH1027.2)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW WASTEWATER PUMP
STATION AT THE VILAGE
NEW BIO-FILTER
ABANDON EXISTING WASTEWATER
LINE TO THE TREATMENT PLANT
ABANDON EXISTING WASTEWATER
LINE TO THE TREATMENT PLANT
ABANDON EXISTING WASTEWATER
TREATMENT PLANT
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN
NEW GRAVITY MAIN TO
THE PUMP STATION
LONGITUDINAL SECTION (CH0.0 - CH140.0)1:500H 1:50V (A1) 1:1000H 1:100V (A3)
NEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAINNEW DN100 S1 PN12 PVC-U
WASTEWATER RISING MAIN