DRAFT FOR COMMENT...SS NEW LATERAL NEW WATER MAIN NEW RISING SEWER MAIN PROPOSED SANITARY SEWER &...
5
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 T T T T T T T T T T T T SS SS SS SS SS SS SS SS W W W W W W W W TE MAWHAI ROAD TE MAWHAI ROAD 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 1.00 1.00 1.66 1.73 1.67 1.66 1.62 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 80.0 100.0 120.0 NEW TE MAWHAI ROAD PUMP STATION WETWELL DN 100 S1 PN12 PVC-U RISING MAIN 200 100 50 10 0 mm 300 mm 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 PROGRESS PLOTTED ON 2017-10-2 AT 9:32 a.m. LAND INFORMATION NEW ZEALAND TOKANUI WASTEWATER CONNECTION TO WAIKERIA WASTEWATER PIPELINE TE MAWHAI ROAD WASTEWATER RISING MAIN PLAN & LONGITUDINAL SECTION DRAFT FOR COMMENT 3-39184.00(02) C25 A B. MATHEW C. STOKES DRAFT B. MATHEW AS SHOWN Designed 1:500 0 5 10 20 15 25 45 30 35 40 50 m @ A1 @ A3 1:1000 Approved Revision Date Revision Amendment A ISSUED FOR COMMENT C.S DRAFT 1:50 1 0 3 2 4 m 5 @ A1 @ A3 1:100 400 1:25 0 2000 1200 800 1600 2400 mm @ A1 @ A3 1:50 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
Transcript of DRAFT FOR COMMENT...SS NEW LATERAL NEW WATER MAIN NEW RISING SEWER MAIN PROPOSED SANITARY SEWER &...
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
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40
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60
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80
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10
0.0
12
0.0
NE
W T
E M
AW
HA
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D P
UM
P
ST
AT
ION
WE
TW
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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
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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
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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
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23
25
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SS
SS
SS
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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
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WW
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W
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19
20
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23
25
26
5
6
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SS
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SS
SS
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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
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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
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10
20
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10
27
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EW
PU
MP
ST
AT
ION
WE
TW
EL
L A
T T
HE
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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
