AS BUILT
SUBMITTED SEPT.2006
H
RIC
ND
MO
A
RO
D
AD
AN
RI
RO
MB
CA
SITE
EA
ES
16
GL
Y4
EA
SH
L
RO
DA
AD
D
OD
AD
D
IEL
KF
N
A
MO
ON
AD
RO
OA
ER
NS
AR
RO
W. R. NEWELL, P. ENG.
ACTING DIRECTOR,
INFRASTRUCTURE SERVICES
B
Y
RIV
LE
IE D
B
NT
HU
E
DES SERVICES D'INFRASTRUCTURE
AD
RO
SERVICES ET TRAVAUX PUBLIC
WA
H
HIG
R. G. HEWITT, P. ENG.
ACTING DEPUTY CITY MANAGER
PUBLIC WORKS AND SERVICES DEPARTMENT
LM
IN E
TW
AD
RO
D
OA
YR
H
OP
BR
NO
H
RT
KEY MAP
N.T.S.
R
WE
GO
AD
RO
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
MOODIE DRIVE; CAMBRIAN ROAD TO BARNSDALE ROAD
CONTRACT NO: ISB05-2029
JULY 2005
38260-00(007)GN-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3 MAR 2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
DWG. NO.
LEGEND AND INDEX
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
DRAWING NO.
SYMBOLS
-1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
PROPOSED
EXISTING
LEGEND
PROPERTY LINE
EDGE OF ASPHALT
F
PROPOSED FORCEMAIN
E
PROPOSED CONTROL AND
POWER IN COMMON TRENCH
O/H
PROPOSED OVERHEAD LINES
EDGE OF SHOULDER
CENTRELINE OF DITCH
102.00
CONTOUR
PROPOSED EXTRACTION WELL
PROPOSED BALL VALVE
FENCE
UP
EX-1
PROPOSED CHECK VALVE
UTILITY POLE
GUY WIRE
S.I.B.
STANDARD IRON BAR
BELL PED.
BELL TELEPHONE PEDESTAL
BH-4
BOREHOLE LOCATION
MW-7
MONITORING WELL LOCATION
GRANULAR BASE COURSE
SAND
001
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Date:
JULY 2005
Scale:
N.T.S.
J.M.
DESCRIPTION
COVER SHEET
LEGEND AND INDEX
PLAN AND PROFILE, STATION 0+000 TO 0+140
PLAN AND PROFILE, STATION 0+140 TO 0+280
PLAN AND PROFILE, STATION 0+280 TO 0+420
PLAN AND PROFILE, STATION 0+420 TO 0+560
PLAN AND PROFILE, STATION 0+560 TO 0+700
PLAN AND PROFILE, STATION 0+700 TO 0+840
PLAN AND PROFILE, STATION 0+840 TO 0+980
PLAN AND PROFILE, STATION 0+980 TO 1+002
PLAN AND PROFILE, STATION 0+000 E TO 0+073 E
DETAILS
TREATMENT SYSTEM, FLOOR PLAN AND ELEVATIONS
SITE PLAN AND LANDSCAPING PLAN
GRADING AND DRAINAGE PLAN
POWER DISTRIBUTION, SINGLE LINE DIAGRAM
ELECTRICAL POWER, INSTRUMENT & LIGHTING LAYOUT
SILTY CLAY
CLAYEY SILT
2
SILTY SAND
WATER LEVEL
WATER TABLE
GENERAL NOTES:
DRAWING NOTES:
1. THE POSITION OF UTILITY POLES, OVERHEAD UTILITY LINES, CONDUITS, WATERMAINS, SEWERS, AND
OTHER UTILITIES AND STRUCTURES ARE NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS,
AND WHERE SHOWN, THE ACCURACY OF THE POSITIONS OF THE SUCH UTILITIES AND STRUCTURES IS
NOT GUARANTEED.
2. BEFORE STARTING WORK, THE CONTRACTOR SHALL CONFIRM THE POSITIONS AND EXACT LCOATIONS
OF ALL SUCH UTILITIES AND SHALL ASSUME ALL LIABILITY FOR ANY DAMAGE CAUSED DURING THE
COURSE OF THE CONTRACT WORK.
1. THESE DRAWINGS ARE OF A CONFIDENTIAL NATURE AND SHALL NOT BE REPRODUCED IN ANY MANNER,
NOR USED FOR ANY PURPOSE WHATSOEVER EXCEPT BY WRITTEN PERMISSION OF
CONESTOGA-ROVERS & ASSOCIATES.
2. THESE DRAWINGS ARE NOT APPROVED FOR CONSTRUCTION UNLESS STATUS INDICATES 'ISSUED FOR
CONSTRUCTION', AND DRAWING IS SIGNED AND DATED. ALL DRAWINGS BEARING EARLIER DATE AND/OR
REVISIONS IN NUMBER.
38260-00(007)GN-OT004 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+000 TO STA. 1+140
DWG. NO.
002
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
0
0+060
EX-3
BH4-05
0+080
BH2-05
EX-2
E
F
E
F
E
F
E
F
E
F
E
F
0+120
BH3-05
E
F
11
0+100
EX-1
E
F
E
F
E
F
E
F
E
F
E
F
0+040
BH1-05
11
0+020
0+000
CHAINAGE 0+000 IS LOCATED
140.00m SOUTH OF SOUTHERN
BOUNDARY OF LOT 8 CONCESSION 5
E
F
BH5-05
101
.2
10
0.7
5
6
8m
3
UP
0+140
MW143-1
4
5
REFER TO DRAWING 3
1
UP
UP
2
MW128-1
NOTE:
25mm AND 75mm DIAMETER COUPLES JOINED
USING ELECTROFUSION COUPLER.
EX-1
100
EX-2
100
E
E
E
E
E
E
ADDITIONAL FORCEMAIN PLACED AND CAPPED
FROM EX-1 TO TREATMENT FACILITY
BETWEEN EX-1 AND EX-2
F
F
98
102
E
E
E
E
BH5-05
BH4-05
BH3-05
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
BH2-05
BH1-05
102
EX-3
BETWEEN EX-2 AND EX-3
F
F
F
F
F
F
F
F
F
F
F
F
98
96
96
PS 95.91
PS 95.53
PI 95.44
PS 95.35
PI 95.07
PI 94.89
0+140
0+120
0+100
0+080
0+060
92
0+040
92
0+020
94
0+000
CHAINAGE
94
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+140 TO STA. 1+280
DWG. NO.
003
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
0
6
8m
E
F
E
F
E
F
E
F
E
F
E
F
E
F
0+260
0+240
0+220
0+200
0+180
0+280
BH6-05
102.2
5
101.7
5
REFER TO DRAWING 4
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
BH5-05
4
UP
0+160
EX-3
E
F
0+140
REFER TO DRAWING 2
UP
2
UP
MW134-1
S.I.B.
BH6-05
102.00
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
BH5-05
102
EX-3
102
E
E
E
E
E
E
E
E
E
E
E
100
BETWEEN EX-3 AND EX-4
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
100
98
98
96
96
PS 95.53
PI 95.07
0+280
0+260
0+240
0+220
0+200
92
0+180
92
0+160
94
0+140
CHAINAGE
94
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+280 TO STA. 1+420
DWG. NO.
004
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
R.S.
CONSTRUCTION
NORTH
UP
UP
UP
E
F
E
F
E
F
E
F
BH7-05
E
F
E
F
BH8-05
0+400
0+380
0+360
0+340
0+320
0+300
EX-4
BH21-05
E
F
102.
102.
75
50
102.5
102.
7
0
5
2
4
6
8m
REFER TO DRAWING 5
E
F
0+420
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
0+280
REFER TO DRAWING 3
0
E
F
JULY 2005
BH21-05
BH7-05
140
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
102
E
E
E
E
102
E
E
104
E
E
E
E
EX-4
E
E
E
BH8-05
S.I.B.
BETWEEN EX-4
AND EX-5
100
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
100
98
98
96
96
PS 94.35
94
94
PI 93.89
92
0+420
0+400
0+380
0+360
0+340
0+320
0+300
0+280
CHAINAGE
92
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+420 TO STA. 1+560
DWG. NO.
005
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
UP
E
F
BH8-05
BH9-05
E
F
E
F
E
F
E
BH10-05
F
E
F
EX-6
E
F
E
F
E
F
E
F
E
F
E
F
E
F
E
F
0+500
BH12-05
0+520
0+460
103
.50
103.
25
E
F
BH11-05
EX-5
0+440
E
F
103
104.00
.75
2
4
6
8m
REFER TO DRAWING 6
E
F
0+560
E
F
0+540
E
F
0
UP
0+480
E
F
0+420
REFER TO DRAWING 4
UP
EX-5
BH8-05
EX-6
BH12-05
BH11-05
104
BH10-05
BH9-05
I.B.
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
104
E
E
E
E
E
E
102
E
E
E
E
E
E
E
102
AND TREATMENT PLANT
BETWEEN EX-5 AND EX-6
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
100
100
98
98
96
96
94
PS 94.35
PS 94.35
PI 93.89
PI 93.89
94
0+560
0+540
0+520
0+500
0+480
0+460
0+440
92
0+420
92
CHAINAGE
F
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+560 TO STA. 1+700
DWG. NO.
006
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
PROPOSED
TREATMENT
BUILDING
10.0m
JULY 2005
0
2
4
6
8m
E
F
F
104.25
O/H
10
4.5
0
S.I.B.
10.0m
6
OVERHEAD POWER
AND TELEPHONE
11
104.5
E
F
E
F
E
F
UP
E
F
E
F
104.00
103.75
E
F
E
F
E
F
INSTALL SM RIGID INSULATION
ACROSS DITCH ABOVE FORCEMAINS.
UP
INSTALL 38mm x 140mm PRESSURE TREATED
BOARDS ABOVE ELECTRICAL CABLES IN DITCH
E
F
E
F
E
F
E
F
F
104.50
F
F
REFER TO DRAWING 7
E
F
E
F
F
104.25
103.50
F
104.
104.
50
0+700
0+680
0+620
0+600
0+580
104.25
0+660
BH13-05
BH12-05
0+640
E
F
0
104.00
103.75
103.50
0+560
REFER TO DRAWING 5
S.I.B.
105.00
75
UP
108
108
106
106
BH12-05
BH13-05
PROPOSED
TREATMENT
PLANT
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
104
F
104
E
F
E
E
E
E
E
E
E
E
E
F
PLANT TO DISCHARGE
AND TREATMENT PLANT
102
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
102
0+700
0+680
0+660
0+640
0+620
0+600
0+580
CHAINAGE
100
0+560
100
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+700 TO STA. 0+840
DWG. NO.
007
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
104
.
105.50
105.25
105.00
104.50
EXISTING
ROAD
104.75
CONSTRUCTION
NORTH
0
2
4
6
8m
50
EXISTING GATE
BELL
F
F
F
F
F
F
F
F
F
F
F
F
F
105
106
106
105
.50
F
F
0+820
0+780
0+760
0+740
0+720
105.2
5
F
BH16-05
BH15-05
BH14-05
F
REFER TO DRAWING 8
F
UP
UP
0+800
F
0+700
REFER TO DRAWING 6
F
105.00
104.50
106
.25
.00
.75
0+840
EXISTING ACCESS
POINT TO TREATMENT
BUILDING
UP
.50
S.I.B.
106.00
BH14-05
106
BH16-05
108
BH15-05
108
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
106
104
PLANT TO DISCHARGE
F
F
F
F
F
F
F
F
F
F
F
F
104
F
0+840
0+820
0+800
0+780
100
0+760
100
0+740
102
0+720
102
0+700
CHAINAGE
F
F
F
F
F
F
F
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+840 TO STA. 0+980
DWG. NO.
008
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
106.00
0
2
4
6
8m
108.00
107.00
107.00
BELL
F
F
F
F
F
F
F
F
F
0+920
0+900
0+880
0+860
106
F
F
F
BH19-05
BH18-05
107
107.
00
.75
107.5
.25
F
F
107
0
REFER TO DRAWING 9
F
BH17-05
F
0+980
F
0+960
F
UP
0+940
F
0+840
REFER TO DRAWING 7
F
107.00
UP
108
.75
.00
BH18-05
BH17-05
BH19-05
0
7.0
10
108
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
106
PLANT TO DISCHARGE
104
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
102
0+980
0+960
0+940
0+920
0+900
0+880
0+860
CHAINAGE
0+840
100
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+980 TO STA. 1+002
DWG. NO.
009
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
0
2
4
6
8m
BH25-05(S1)
F
F
0+000 E
F
1+
00
2.
05
1+000
0+980
108.00
1+020
F
108
.00
108.25
F
REFER TO DRAWING 8
UP
0+010 E
BH20-05
F
S.I.B.
0E
0+02
REFER TO DRAWING 10
BH20-05
F
EXISTING GROUND, 2m WEST
OF EDGE OF ASPHALT
108
108
PLANT TO DISCHARGE
F
F
102
100
100
1+020
102
1+002
104
1+000
104
0+980
CHAINAGE
F
F
106
SEE DRAWING 10
106
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
I:\Drawings\38000s\38260\38260-SOURCE\38260(SOURCE)-STAMP-GDS-6-JULY-2005.jpg
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
MOODIE DRIVE
PLAN AND PROFILE
STA. 0+000E TO STA. 0+073E
DWG. NO.
010
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Date:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
CONSTRUCTION
NORTH
108.25
UP
2
4
6
8m
0E
0+04
0
E
S.I.B.
0
F
F
F
F
1+000
0
E
F
0+
05
E
0
0+02
0+010 E
02
.0
52
1+
0
F
F
107.0
0
108.00
BH25-05(S1)
0+000 E
3
0+0
BH20-05
E
F
0+
06
0
REFER TO DRAWING 9
3
0+
07
2.
4
0+
E
07
0
E
F
FORCEMAIN TO
GRAVITY DISCHARGE
108.
F
00
DITCH LINER
SURFACE
WATER POND 5
BH20-05
F
0+980
108
108
106
106
TOPSOIL
CONCRETE HEADWALL AS PER
OPSD 804.030 SEE DETAIL
104
3
11
104
DISCHARGE LINE TO POND
SEE NOTE 1, 2 AND DETAIL
5
11
102
102
2 m 3 OF 100mm STONE AT WATER
LEVEL AROUND DITCH OUTLET
SURFACE WATER
POND 5
0+080E
0+060E
0+040E
0+020E
CHAINAGE
100
0+000E
100
CHAINAGE
38260-00(007)CI-OT003 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
SURFACE RESTORATION, TO
MATCH EXISTING CONDITIONS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
DWG. NO.
011
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
0.15
Chkd:
C
0.30
0.90
B.R.M.
NOTES:
1. EXTRACTION WELL TO BE LOCATED UNDER GRATE AND FRAME
FOR REMOVAL OF WELL PUMP.
J.M.
Des:
G.D.S.
Chkd:
Date:
JULY 2005
Scale:
HORIZONTAL 1:250
VERTICAL
1:50
J.M.
F
1.00
0.30
WARNING
TAPE
0.15
WEATHERPROOF
POWER JUNCTION
BOX - EX-1 ONLY
GDS
Dwn:
0.15
2.40
LADDER RUNGS
ISSUED FOR TENDER
EXISTING GRADE
POWER AND
CONTROL CABLES
CONTROL
JUNCTION BOX
1
DETAILS
POWER DISCONNECT
SWITCH
11
DATE
WARNING TAPE
COMPACTED SELECTED BACKFILL
2
BY
F
F
PUMP CHAMBER
ACCESS
REVISIONS
P
EXTRACTION WELL
SURFACE CASING.
SEE NOTE 1
NO.
UNDISTURBED EARTH
HDPE FORCEMAIN (1 TO 7 PIPES)
MINIMUM 75mm SPACING
2.0
FINAL GRADE. 3% SLOPE FROM
EDGE OF EXISTING ASPHALT
3%
FORCEMAIN AND CABLE DETAIL
SECTION VIEW
3
N.T.S.
11
PROPOSED POWER AND
CONTROL LINES
1.0
C
F
P
GRANULAR BASE
GRANULAR BASE
F
P
0.205
FLAT CAP
PROPOSED 25mm
HDPE FORCEMAIN
50mm HL3
50mm HL8
GRATE AND FRAME
OPSD 401.030
F
F
11
F
F
N.T.S.
0.60
P
1
C
EXTRACTION WELL AND CHAMBER
TYPICAL DETAIL - PLAN VIEW
0.15
F
C
COMPACTED SAND BEDDING
F
F
8.0 m
20mm CHAMFER
(TYP.)
300
75mm GRAVITY
FORCEMAIN
PROVIDE CROSS SLOPE
FOR DRAINAGE
EXTRACTION WELL EX-3
5
0.
1.000
1.200
450
75
0.500
NATIVE SAND BACKFILL
(COMPACT TO 95%
MAXIMUM DRY DENSITY
ASTM-D698)
FLAT CAP C/W CAST IRON FRAME AND COVER
REF: OPSD 701.010 AND OPSD 701.030
P
2.500
2.400
F
F
P
C
4
F
F
C
1
1
300mm CORRUGATED STEEL
ATLANTIC INDUSTRIES
DOWNSLOPE DRAIN
600
F
F
C
PROPOSED ASPHALT
WIDENING AROUND
CHAMBER
EXISTING EDGE
OF ASPHALT
NATIVE SAND
OPENING
3
N.T.S.
11
F
F
CONCRETE HEADWALL
P
25mm HDPE FORCEMAIN
TO TREATMENT FACILITY
C
NATIVE SAND
PRECAST CONCRETE BASE
CHAMBER FOR EX-1 AND EX-2 DEPTH
DECREASED APPROXIMATELY 0.3m DUE
TO GROUNDWATER CONDITIONS
EXISTING EDGE OF
SHOULDER
150mm THICK COMPACTED
GRANULAR BASE
EXISTING GRADE
13.5m AT 5% SLOPE
P
0.305
PITLESS
ADAPTER
0.705
P
12
CONCRETE HEADWALL AS
PER OPSD 804.030
FORCEMAINS FROM
EX-1 AND EX-2
2.4
300mm DITCH LINER
100mm STONE
150mm WELL CASING
FORCEMAIN TO
GRAVITY DISCHARGE
WATER LEVEL
EXISTING POND
UNDISTURBED EARTH
PRESSURE SENSOR
(SEE TABLE FOR ELEVATIONS)
EXTRACTION WELL DETAIL
PLAN VIEW - EX-3 (TYP.)
4
N.T.S.
11
100mm x 100mm x 3m, PRESSURE
TREATED TIMBER (TYP.)
30mm TO 25mm COUPLING
1.0m CONCRETE ANCHOR
WELL PUMP
EXTRACTION WELL AND CHAMBER
TYPICAL DETAIL - SIDE VIEW
2
N.T.S.
DISCHARGE DETAIL
PROFILE VIEW
5
N.T.S.
11
EXTRACTION GROUND TOP OF
SURFACE CASING
WELL NO.
(mAMSL) (mAMSL)
RECOMMENDED
FILTER MEDIA
SCREENED
INTERVAL
(mAMSL)
GRADE
D30
(mm)
D5
(mm)
97.285 TO 95.80
97.835 TO 96.35
98.235 TO 96.00
99.665 TO 94.50
99.965 TO 94.70
100.215 TO 95.00
0
1
1
0
0
0
0.73
1.05
1.05
0.73
0.73
0.73
0.50
0.85
0.85
0.50
0.50
0.50
11
EX - 1
EX - 2
EX - 3
EX - 4
EX - 5
EX - 6
100.44
100.99
101.39
102.82
103.12
103.37
98.46
98.09
99.37
100.46
100.88
101.03
RECOMMENDED
SCREEN OPENING
(mm)
BOTTOM
OF WELL
(mAMSL)
STATIC
WATER
LEVEL
(mAMSL)
0.5mm (0.02 INCH)
0.75mm (0.03 INCH)
0.75mm (0.03 INCH)
0.5mm (0.02 INCH)
0.5mm (0.02 INCH)
0.5mm (0.02 INCH)
94.31
94.86
94.49
93.00
92.50
93.00
97.63
97.90
98.32
99.47
99.68
100.08
EXTRACTION PUMP INTAKE PRESSURE
RATE
ELEV. (P.I.)
SENSOR
(L / SEC)
(mAMSL)
ELEV. (P.S.)
(mAMSL)
0.26
0.26
0.26
0.26
0.26
0.26
94.89
95.44
95.07
93.89
93.89
93.89
95.35
95.91
95.53
94.35
94.35
94.35
CONTROL
SETTINGS
UPPER LOWER
96.83
97.10
97.52
98.67
98.88
99.28
96.43
96.70
97.12
98.27
98.48
98.88
PUMP SELECTION
MODEL
MOTOR
DETAILS
1 1/2 HP,
3 PHASE, 575V
GRUNDFOS
FRANKLIN
10E5
POLLUTION
RECOVERY
MOTOR
38260-00(007)CI-OT004 SEP 14/2006
7.00
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
CONSTRUCTION
NORTH
NO.
EXTERIOR VENT
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
ISB05-2029
TREAMENT SYSTEM
FLOOR PLAN AND ELEVATIONS
12.5mm O.D. PVC
CHEMICAL LINE
CHEMICAL
PUMP
CONTRACT NO.
DWG. NO.
012
0.
5%
VENT STACK AND
BIRDSCREEN
SPILL
CONTAINMENT
BASE
AUTOMATIC DAMPER
100mm SCHEDULE 80 PVC
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
AS SHOWN
J.M.
ACCESS
HATCH
300mm DIA 450mm
DEEP PVC SUMP
50mm SCHEDULE 80 PVC
0.20
TRANSFER PUMP
750
FORCEMAINS
FROM WELLS
75mm FORCEMAIN
TO DISCHARGE
HEATED TREATMENT PLANT
FLOOR SLOPED 0.5%
TOWARDS SUMP
75
SEE DETAIL
CONTROL
PANEL
AIR STRIPPER
ELECTRICAL
CONTROL PANEL
3-15M REBAR
AT BOTTOM
TOP VIEW
1200
1
GRANULAR 'A' COMPACTED
TO 100% STANDARD
PROCTOR DENSITY
510
0.5%
200
(SPARE LINE)
CONTROL AND POWER
O CABLES TO
/H
EXTRACTION WELLS
DISCHARGE
PUMP
10M REBAR AT 300
E.W. (MID HEIGHT)
REGRADE TO PROVIDE DRAINAGE
AWAY FROM BUILDING
800
FORCEMAINS
FROM WELLS
EF-1
1-15M REBAR
AT TOP
750
SEE DRAWING 16 FOR
ELECTRICAL
EQUIPMENT LAYOUT
OVERHEAD POWER
AND TELEPHONE
360
0.5%
550
600
NATURAL SAND
50mm HI 40 INSULATION
UNDER THICKENING
FRONT VIEW
200
HYDRO EMT
41mm STANDPIPE
SM EXTERIOR
INSULATION
SIDE VIEW
FLOOR PLAN
ACCESS PLATFORM DETAIL
FLOOR SLAB DETAIL
SCALE: 1:40
SCALE: 1:20
SCALE: 1:25
5.50
2% SLOPE
2
250
75mm SCHEDULE 80 PVC
200
150
0.05
750
ACCESS
PLATFORM
BLOWER
AIR INTAKE
TO BLOWER
Date:
TED WOYTOWICH, P. ENG
Dwn:
1.80
5.50
0.20
1.2m
LEVEL
SENSOR
CHEMICAL
STORAGE
VAPOUR PHASE GRANULAR
ACTIVATED CARBON
0.8
EQUALIZATION
TANK
CHEMICAL
STORAGE
400
VENTILATION
DAMPER
0.4
0
UNIT HEATER
7.00
FUTURE
50mm VENT WITH
BIRD SCREEN
0.55
0.30
CHEMICAL
STORAGE TANKS
100mm DISCHARGE
0.20
2.10
VAPOUR PHASE GRANULAR
ACTIVATED CARBON
CHEMICAL FEED PUMP
EQUALIZATION
TANK
2.30
2.00
STORAGE
DRUMS BY
OTHERS
EXIT DOORS
3.15
FLOW METER
(6) (TYPICAL)
GLOBE VALVES
EQUALIZATION
TANK
VENT
INFLUENT
TRANSFER PUMP
2.00
3.15
WALL MOUNTED
CHEMICAL PUMP
AIR OUT
15mm VALVE AND
SAMPLING PORT (TYP.)
0.20
WASTE ACID DISPOSAL HOSE
2.00
0.15
2.00
0.20
25mm ISOLATION VALVE
AIR
STRIPPER
FLOW METER
TRANSFER PUMP
6
5
4
3
2
1
FM
FM
FM
FM
FM
7 (SPARE LINE)
EQUALIZATION
TANK
25mm ISOLATION VALVE
SECTION A-A'
RECIRCULATING LINE
(AIR STRIPPER CLEANING)
FM
TO STORMWATER
RECHARGE POND
SECTION B-B'
AIR IN
SCALE: 1:40
15mm SAMPLE/ DRAIN
PORT WITH BALLVALVE
REMOVABLE STAINLESS
STEEL BIRD SCREEN
DISCHARGE PUMP
(SPARE LINE)
5.50
7.00
FROM EXTRACTION
WELLS
25mm SAMPLING PORT
BLOWER
STAINLESS STEEL
U-BOLT/UNI-STRUT
FASTENED TO BUILDING
SKID-MOUNTED AIR STRIPPER
PROCESS SCHEMATIC
EFFLUENT TO 100mm
DISCHARGE FORCEMAIN
TO CARBON/VENT
IFFLUENT
FROM
EQUAL TANK
MAIN DISCONNECT
ELECTRICAL/CONTROL PANEL
100mm SCHEDULE 40 PVC
HEATER
OUTPUT
FILTER
PANEL
600V SPLITTER
SAMPLE
PORT
PLC PANEL
VENTILATION
DAMPER
MAIN DISCONNECT
15KVA
MOTOR
CONTROL
PANEL
15KVA TRANSFORMER
PUMP
DISPOSABLE
PUMP
WASTE ACID
DISPOSABLE
HOSE
SECTION C-C'
REMOVABLE CAP
BLOWER
BLOWER
CARBON
FILTER
AIR
STRIPPER
3.15
3.15
120/208V
SECTION D-D'
0.50
EFFLUENT
SAMPLE
PORT
SCALE: 1:40
38260-00(007)CI-OT005 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
ISB05-2029
SITE PLAN AND
LANDSCAPING PLAN
104.75
CONSTRUCTION
NORTH
5
4.7
10
0
SEE NOTE 1 AND 2
2
4
6
CONTRACT NO.
8m
DWG. NO.
013
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
1:250
J.M.
104.5
0
Dwn:
Date:
NOTES:
8.00
PROPOSED
ACCESS ROAD
1. REMOVE ALL DEBRIS AND RUBBLE FROM SITE
WITHIN 15m OF PARKING AREA AND ACCESS ROAD.
TRANSPORT TO TRAIL ROAD FACILITY. GRADE AREA
TO WEST.
2. 150mm TOPSOIL, SEED, AND STABILIZE WITH MIXED
NATIVE GRASSES IN ACCORDANCE WITH OPSS 572
WITHIN 15 METRES OF ACCESS ROAD AND PARKING
AREA.
16.000
104.50
5.50
SEE NOTE 1 AND 2
R2
.5
0
SEE NOTE 1 AND 2
105.25
104
.50
104.25
8.00
10
4.5
0
S.I.B.
O/H
OVERHEAD POWER
AND TELEPHONE
10.00
F
E
104.75
13.00
10.00
105.00
EXISTING
ROAD
PROPOSED
PARKING AREA
104.50
7.00
0
104.5
F
E
F
S.I.B.
EXISTING GATE
0
104.25
EXISTING
ACCESS POINT
UP
UP
104.50
104.
75
F
105.0
0
F
F
F
F
F
F
F
0+740
F
0+720
F
0+700
F
0+660
F
0+680
E
E
F
105.2
5
105
.50
38260-00(007)CI-OT006 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
BY
DATE
1
ISSUED FOR TENDER
GDS
6-JUL-2005
2
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
3
AS BUILT
GDS
3-MAR-2006
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
DWG. NO.
104.75
GRADING AND DRAINAGE PLAN
BH22-05(TP)
SWALE
1
2%
14
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Date:
JULY 2005
Scale:
1:250
J.M.
4
10
4.
8
1
104
105.25
105.00
.50
10
4.5
0
S.I.B.
O/H
OVERHEAD POWER
AND TELEPHONE
10.00
F
E
8.00
104.75
EXISTING
ROAD
13.00
4
.8
04
104.50
2%
MATCH EXISTING
GRADE
PROPOSED
PARKING AREA
90 2%
4.
0
1
5%
50
0
2%
7.00
10
4.
90
104.50
16.000
10.000
R2
.
B. MASON, P.ENG.
1. ACCESS ROAD AND PARKING AREA, DRAIN
WESTWARD, TOWARDS FORESTED WOOD LOT AT
BACK OF CITY PROPERTY.
2. DELINEATION OF EXISTING WASTE AGGREGATE
MATERIALS TO BE DISPOSED OF AT TRAIL ROAD
LANDFILL.
5.50
PROPOSED
TREATMENT
SYSTEM
(FIN.FL.
105.00m)
W.R. NEWELL, P.ENG.
NOTES:
2%
2%
2%
5%
PROPOSED
ACCESS ROAD
5%
104.25
SEE NOTE 1
8.00
2%
SEE NOTE 1
TED WOYTOWICH, P. ENG
Dwn:
104.5
0
2%
.75
2%
4
10
68
4.
10
014
0
104.5
EXISTING GATE
F
E
F
S.I.B.
104.25
EXISTING
ACCESS POINT
UP
UP
104.50
E
F
E
F
F
F
F
F
F
F
F
F
F
F
F
104.
105.2
5
105.00
75
0+740
0+720
0+700
0+660
0+680
BH14-05
105
.50
8.000
PROPOSED
FINISHED
GROUND
ELEV. 104.84m
100mm GRANULAR 'A'
450mm GRANULAR 'B'
EXISTING GROUND
ELEV. 104.50m
2%
ACCESS ROAD
TYPICAL CROSS SECTION
1
1:20
14
38260-00(007)CI-OT007 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
3 PHASE, 347/600V AC POWER SUPPLY
FROM EXISTING POLE LINE
ELECTRICAL ROOM
REVISIONS
BY
DATE
GDS
6-JUL-2005
JS
19-JUL-2005
1
ISSUED FOR TENDER
2
ADDENDUM NO.1
3
ISSUED FOR CONSTRUCTION
GDS
15-SEP-2005
4
AS BUILT
GDS
3 MAR 2006
NEW HYDRO OTTAWA OVERHEAD
347/600V SUPPLY #2 QUAD
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
POWER DISTRIBUTION,
SINGLE LINE DIAGRAM
DWG. NO.
015
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
Date:
JULY 2005
Scale:
N.T.S.
J.M.
100A 347/600V DISCONNECT
W/ 100A FUSES
SERVICE ENTRANCE RATED
4 #3 + GROUND RWU90 IN 41mm CONDUIT
M
100A 7 JAW 347/600 3PH METER BASE
WITH ISOLATED NEUTRAL BLOCK
LP
MOUNTING
120/208V
PHASE
MAINS
100A
TYPE
LOCATION
125A, 600V, 3PH POWER SPLITTER
4 #3 + #8 GROUND RWU90 IN 41mm CONDUIT
PANEL
VOLTAGE
NEW
DESCRIPTION
HEATING UNIT (LP-H)
3 #4 + #8 GND RWU90 IN 41mm CONDUIT
3 #8 + #10 GND RWU90 IN 27mm CONDUIT
120/208V 100A 3 PH PANEL
15A 1PH
15A 1PH
MAX. FUSE SIZE
35A, 3PH, 600V
DISCONNECT 70AF
30A 600V 3PH
DISCONNECT
15A 1PH
15A 1PH
3 #8 + #10 GND RWU90 IN 27mm CONDUIT
30 KVA
600:120/208V
INTERIOR LIGHTS
EXTERIOR LIGHTS
RECEPTACLE
RECEPTACLE
15A 1PH
4 #3+ #6 GND RWU90 IN 35mm CONDUIT
SURFACE
DISCONNECT SWITCH
EXISTING
DESCRIPTION
BRKR
BRKR
20
1
A
2
15
LIGHTS
/
3
B
4
15
LIGHTS
3P
5
C
6
15
RECEPTACLE
RECEPTACLES
15
7
A
8
15
* SEE NOTE
SPARE
15
9
B
10 15
* SEE NOTE
SPARE
15 11
C
12 15
* SEE NOTE
PROSONIC LEVEL SENSOR
15 13
A
14
SPACE
SPACE
15
B
16
SPACE
SPACE
17
C
18
SPACE
SPACE
19
A
20
SPACE
SPACE
21
B
22
SPACE
SPACE
23
C
24
SPACE
FUSE
DISCONNECT SWITCH
SIZE AND VOLTAGE AS SHOWN
DS
TRANSFORMER
VFD
VARIABLE FREQUENCY DRIVE
STARTER
* NOTE: RELCOATED TO MAIN PLC PANEL
1.5 HP
MOTOR, SIZE AS SHOWN
15A 1PH
3 #4 + #8 GND RWU90 IN 41mm CONDUIT
METER BASE
M
RELOCATED TO
MAIN PLC PANEL
15A 1PH
MOTOR CONTROL PANEL (NEMA 4X)
15A 1PH
15A 1PH
30A, 3 PH, 600V
DISCONNECT
J.B.
SPARE
L.T.
TANK LEVEL
SENSOR
LEVEL TRANSMITTER
BRANCH CIRCUIT BREAKER
SPARE
TELEPHONE JACK
15A 1PH
20A 3PH
CIRCUIT BREAKER
(TYPICAL)
S
DS
LIGHT SWITCH
3.3kW 3PH HEATING UNIT
120/208V DIRECT CONNECTION
30A 120/208V 3 PH,
DISCONNECT SWITCH
FUSES
CB
JUNCTION BOX
3 #12 + #10 GND RWU90 IN 21mm CONDUIT
TX
TRANSFORMER
F
CIRCUIT BREAKER
(TYPICAL)
PLC PANEL
SURFACE MOUNTED DISTRIBUTION PANEL
3 KVA TRANSFORMER
CB
FLUORESCENT TYPE INTERIOR LIGHT
A
C
B
DISCONNECT SWITCH
(TYPICAL)
EMERGENCY COMBO LIGHT, W/ EXIT SIGN
HPS TYPE EXTERIOR LIGHT
PLC CONTROL POWER
DS
DS
DS
DS
DS
DS
DS
DS
DS
CIRCUIT BREAKER (TYPICAL)
1-3/C-#12 AWG
+ GND
1-3/C-#12 AWG
+ GND
LINE REACTOR
(TYPICAL)
LR
LR
1-3/C-#12 AWG
+ GND
LR
1-3/C-#12 AWG
+ GND
1-3/C-#12 AWG
+ GND
LR
LR
VFD
1-3/C-#12 AWG
+ GND
LR
VFD
1-3/C-#12 AWG
+ GND
LR
VFD
1-3/C-#12 AWG
+ GND
1-3/C-#12 AWG
+ GND
WEATHER PROOF
JUNCTION BOX
OUTPUT FILTER
CB
CB
SIZE 1
FVNR
LR
MOTORIZED AUTOMATIC DAMPER
D/A
T
PLC
PANEL
VFD
TP-PH
VFD
OUTPUT FILTER
CB
DUPLEX RECEPTACLE
THERMOSTAT
1
CF-BLD
16
REFER TO DETAIL NUMBER
ON DRAWING NUMBER
1-3/C-#12 AWG
+ GND
IN 21mm CONDUIT
OUTPUT FILTER
OUTPUT FILTER PANEL
J.B.
PLC
PANEL
PLC
PANEL
1-PAIR #18AWG
PLC
PANEL
1-PAIR #18AWG
PLC
PANEL
1-PAIR #18AWG
PLC
PANEL
1-PAIR #18AWG
PLC
PANEL
1-PAIR #18AWG
1-3/C-#12 AWG
+ GND
DRIVE-RX
ARMOURED SHIELD
CABLE
FOR LEVEL SIGNAL
(TYPICAL)
1-3/C-#12 AWG
+ GND
DRIVE-RX
J.B.
WEATHERPROOF
FIELD MOUNTED
JUNCTION BOX
(TYPICAL)
J.B.
1.5 HP
1-3/C-#12 AWG
+ GND
DRIVE-RX
J.B.
L.T.
DS
600V 30A WP 3PH
LOCKABLE
DISCONNECT
(TYPCIAL OF 6)
DS
600V 30A 3PH
1-3/C-#12 AWG
+ GND
DRIVE-RX
1-3/C-#12 AWG
+ GND
DRIVE-RX
J.B.
L.T.
1-3/C-#12 AWG
+ GND
DRIVE-RX
J.B.
L.T.
1-3/C-#12 AWG
+ GND
DRIVE-RX
J.B.
L.T.
LAMP
A
2-32W-T8
DESCRIPTION
4-1/2" CEILING MOUNTED FLUORESCENT LUMINAIRE
C/W CLEAR ACRYLIC PRISMATIC WRAP AROUND
DIFFUSER, WHITE IN COLOUR. 120V 60HZ
MANUFACTURER
PEERLESS PEL-41-232-120-EL OR EQUAL
1-PAIR #18AWG
DS
VFD CABLE
MODEL - DRIVE-RX
BY ALCATEL CANADA WIRE
(TYPICAL)
1-3/C-#12 AWG
+ GND
DRIVE-RX
TYPE
DS
600V 30A 3PH
600V 30A 3PH
2 HP
2 HP
3 HP
TRANSFER
PUMP
P7
DISCHARGE
PUMP
BLOWER
P8
BL1
J.B.
L.T.
L.T.
DS
DS
DS
DS
DS
1.5 HP
1.5 HP
1.5 HP
1.5 HP
1.5 HP
POWER DISTRIBUTION SINGLE LINE DIAGRAM
EXTRACTION
WELL PUMP
EX-1
EXTRACTION
WELL PUMP
EX-2
EXTRACTION
WELL PUMP
EX-3
EXTRACTION
WELL PUMP
EX-4
EXTRACTION
WELL PUMP
EX-5
EXTRACTION
WELL PUMP
EX-6
38260-00(007)EL-OT001 SEP 14/2006
NOTE:
The location of the utilities is approximate only, the exact
location should be determined by consulting the municipal
authorities and utility companies concerned.
The contractor shall prove the location of utilities and shall be
responsible for adequate protection from damage.
NO.
REVISIONS
1
ISSUED FOR TENDER
2
ADDENDUM NO.1
3
ISSUED FOR CONSTRUCTION
BY
DATE
GDS
6-JUL-2005
JS
19-JUL-2005
GDS
15-SEP-2005
NEPEAN LANDFILL
CONTAMINATED GROUNDWATER
EXTRACTION AND TREATMENT
CONTRACT NO.
ISB05-2029
ELECTRICAL POWER,
INSTRUMENT & LIGHTING LAYOUT
DWG. NO.
016
Date:
TED WOYTOWICH, P. ENG
W.R. NEWELL, P.ENG.
B. MASON, P.ENG.
Senior Project Manager
Acting Director Infrastructure Services
Acting Manager Construction Services
Dwn:
4/0 BARE COPPER GROUND
CONDUCTOR LOOP
B.R.M.
Chkd:
J.M.
Des:
G.D.S.
Chkd:
JULY 2005
Scale:
N.T.S.
J.M.
CONSTRUCTION
NORTH
DRAWING NOTES:
12"x12" OUTSIDE AIR OPENING C/W BIRDSCREEN AND AUTOMITIC
DAMPER. DAMPER SHALL BE TAMCO SERIES 9000 THERMALLY
INSULATED C/W 2-POSITION NORMALLY CLOSED ELECTRIC
ACTUATOR.
4/0 BARE COPPER
GROUND CONDUCTOR
3.00m
CEILING MOUNTED UNIT HEATER SHALL BE TRANE MODEL No.
UHEC-032AACA, OR APPROVED EQUAL. UNIT SHALL BE C/W
WALL MOUNTED ELECTRIC THERMOSTAT.
0
0.2
0.4
ROOF MOUNTED EXHAUST FAN SHALL BE GREENHECK MODEL
No. G-065-D, 1/30TH HP, HIGH SPEED ONLY, OR APPROVED
EQUAL.
0.6m
DIRECT BURIED POWER AND CONTROL CABLE FOR EXTRACTION
WELLS. TWO POWER CABLES (ONE ACTIVE, ONE SPARE NOT
CONNECTED) FOR WELL EX-1.
EXTERIOR VENT
B
LP-4
INSTALL GROUND LOOP USING 4/0 BASE COPPER CONDUCTOR
DIRECTLY BURIED AT 300mm OR DEEPR UNDER SURFACE.
2
LP-12
INSTALL 8 GROUND RODS. 3050mM x 20mm (3/4" X 120") COPPER
CLAD STEEL AS PER DETAIL.
C
LP-1,3,5
TSL
100
LP-2
UH-1
LP-4
TSH
101
HS
160
M
160
LP-7
LP-7
METERING PUMP MP1
SC
160
LSHH
151
TO D/A
VENT STACK AND
BIRDSCREEN
SPILL CONTAINMENT BASE
LP-12
2
VAPOUR PHASE
GRANULAR
ACTIVATED CARBON
A
GENERAL NOTES:
LSH
150
TO EF-1
M
1 x 70 WATT METAL HALIDE, EXTERIOR WEATHERPROOF WALL
PACK CUTOFF HID FIXTURE, WITH LOW TEMPERATURE HPF 120V
HIGH POWER FACTOR PULSE START BALLAST. MEAL HALIDE
LAMP. PHOTOCELL, DIE CAST ALUMINUM HOUSING, CLEAR
POLYCARBONATE REFLECTOR, ALUMINUM REFLECTOR,
NATURAL ALUMINUM FINISH. MANUFACTURER: LITHONIA, TWAC
GROUND BAR
CHEMICAL
STORAGE
1. CONTROLS:
LEVEL SENSOR
- CONTROL OF EF-1 AND AUTOMATIC (MOTORIZED) DAMPER SHALL BE
THROUGH WALL MOUNTED THERMOSTAT WITH MANUAL OVERIDE BY
3.00m
CONTROL OF UH-1 SHALL BE THROUGH WALL MOUNTED
LE
140
ACCESS HATCH
CHEMICAL
STORAGE
A
300mm DIA 450mm DEEP
PVC SUMP
A
TRANSFER
PUMP
M
70
SMOKE
DETECTOR
LP-6
EQUALIZATION TANK
LP-9
SD
130
METHANE
DETECTOR
3
LSH
160
AE
110
LP-12
FLOWMETER
WELL #6
FIT
60
FE
60
FLOWMETER
WELL #5
FIT
50
FE
50
FLOWMETER
WELL #4
FIT
40
FE
40
FORCEMAINS
FROM WELLS
AIR INTAKE TO BLOWER
FIT
30
FE
30
FLOWMETER
WELL #2
FIT
20
FE
20
FLOWMETER
WELL #1
FIT
10
FE
10
FORCEMAINS
FROM WELLS
H
BLOWER
A
M
90
FLOWMETER
WELL #3
O/
CONTROL PANEL
EF-1
O/H
75mm FORCEMAIN
TO DISCHARGE
915
(SPARE L INE)
16
METHANE
DETECTOR
TRANSMITTER
30kVA 600-120/208V
TRANSFORMER
100A 600V 3 PH
DISCONNECT SWITCH 70AF
3.00m
MOTOR
CONTROL PANEL
PLC PANEL
TX
DS
DS
CADWELD
#LPE-EG2Q
DS
GROUND BAR
SUPPORT
4/0 BARE COPPER GROUND
CONDUCTOR JUMPER
FINISHED
FLOOR
H
AIT
O/
100A 347/600V 100AF
DISCONNECT SWITCH
SERVICE ENTRANCE RATED
LP-6
AIR STRIPPER
C
P
30A 600V 3 PH
DISCONNECT SWITCH
125A 600V
3PH SPLITTER
OUTPUT FILTER PANEL
(ABOVE)
GROUND BAR
2
455
1
M
80
COPPER
GROUND BAR
MAIN BUILDING
DISCONNECT SWITCH
H
O/
O/H
DISCHARGE
PUMP
2
CONCRETE
FLOOR SLAB
4 #3 +GND IN 41mm CONDUIT
3.00m
FLOOR PLAN
OVERHEAD POWER
AND TELEPHONE
H
O/
100A 7 JAW 347/600V METER BASE
WITH ISOLATED NEUTRAL BLOCK
41mm EMT STANDPIPE FOR
HYDRO OTTAWA WITH
WEATHER MASK
CADWELD
#TAC-2Q2Q
4/0 BARE COPPER GROUND
CONDUCTOR LOOP
H
O/
4/0 BARE COPPER
GROUND CONDUCTOR
H
M
100A 120/208V 3PH
DISTRIBUTION PANEL
2
O/
4 #3 RWU90 + GROUND IN
41mm CONDUIT
4/0 BARE COPPER GROUND
CONDUCTOR LOOP
TYPICAL GROUNDING BAR DETAIL
1
1:10
16
H
O/
38260-00(007)EL-OT002 SEP 14/2006