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P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\900_P
roject_S
tandards\4963-00-g-001.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION SHEET
DRAWNDESIGN DESCRIPTIONDATEREV
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
0
1
17
4963-00-G-001
DRAWING INDEX
SHEET DRAWING NAME REVISION DRAWING TITLE DRAWING DESCRIPTION
GENERAL
1 4963-00-G-001 0 COVER
CIVIL
2 4963-00-C-001 0 NOTES AND LEGEND
3 4963-00-C-101 0 OVERALL SITE PLAN
4 4963-00-C-102 0 5TH AVENUE STA 0+000 TO 0+570
5 4963-00-C-103 0 5TH AVENUE STA 0+570 TO 1+160
6 4963-00-C-104 0 CROWN VALLEY ROAD STA 1+160 TO 2+280
7 4963-00-C-105 0 CROWN VALLEY ROAD STA 2+280 TO 3+460
8 4963-00-C-106 0 CROWN VALLEY ROAD STA 3+460 TO 4+630
9 4963-00-C-107 0 CROWN VALLEY ROAD STA 4+630 TO 5+800
10 4963-00-C-108 0 CROWN VALLEY ROAD STA 5+800 TO 6+980
11 4963-00-C-109 0 CROWN VALLEY ROAD STA 6+980 TO 8+140
12 4963-00-C-110 0 CROWN VALLEY ROAD STA 8+140 TO 9+310
13 4963-00-C-111 0 CROWN VALLEY ROAD STA 9+310 TO 10+280
14 4963-00-C-112 0 WILLOW RIDGE ROAD STA 10+280 TO 10+447.004
15 4963-00-C-113 0 TIE IN AT WTP SITE
16 4963-00-C-301 0 SECTIONS
17 4963-00-C-501 0 DETAILS
CONTRACT 1: RAW WATER PIPELINE
Issued for Tender - September 2017
TOWN OF NIVERVILLE
M.W.S.B. #: 1390
BUILDING
FENCE
RAILWAY
DITCH
BOTTOM OF BANK
TOP OF BANK
DITCH (HIGH
POINT)
DITCH (LOWPOINT)
SILT FENCE
PARCEL / LOT LINE
EASEMENT
STATUTORY ROW
ABANDONED PIPE
LINETYPES
ROAD
100+
000
MISCELLANEOUS
CONTROL LINE
GRAVEL ROAD
EDGE OF PAVEMENT
HEDGE
WATER
SANITARY SEWER
SANITARY FORCEMAIN
SANITARY SEWER
COMMUNICATIONS / TELEPHONE
ELECTRICAL / POWER
GAS/OIL
RAILWAY SIGNAL LIGHT
BOLLARD
SIGN
TEST PIT
BORE HOLE
BUSH
TREE (DECIDUOUS)
TREE (CONIFEROUS)
IRON PIN
IRON PIN (FOUND)
SPOT ELEVATION
100.000
SLOPE
1
2
1
2
% %
EL1000
SYMBOLS
EXISTING PROPOSED
SURVEY
GAS
UNDERGROUND POWER
OVERHEAD POWER
POWER / COMM / CONDUIT
UNDERGROUND TELEPHONE
TELEPHONE/LINE
FIBRE OPTIC CABLE
POTABLE WATER
RAW WATER
ABOVE GRADE WATER
(TRUCK FILL)
WATER MAIN
EXISTING PROPOSED
PROPERTY
MISCELLANEOUS
STORM DRAINAGE
SANITARY SEWER
WATERMAIN
GAS / OIL
ELECTRICAL/POWER
COMMUNICATIONS / TELEPHONE
CULVERT INLET
CULVERT OUTLET
DITCH FLOW
MANHOLE
FLOW DIRECTION
LIFT / PUMP STATION
METER
FIRE HYDRANT
MANHOLE
METER CHAMBER
CROSS FLANGE
TEE FLANGE
END CAP / PLUG
GATE VALVE
THRUST BLOCK
45 DEGREE ELBOW
90 DEGREE ELBOW
WYE
ENCASEMENT
WATER LEVEL
COUPLING
REDUCER
CURB STOP / CURB BOX
TRANSFORMER VAULT MANHOLE
TRANSFORMER PAD
METER
LIGHT / LAMP STANDARD
HYDRO / UTILITY POLE
GUY WIRE
TELEPHONE PEDESTAL
ROAD ROW
FLUSHOUT
PROCESS WASTE LINE
LOW PRESSURE SEWER
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-001.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
N/A
CIVIL
NOTES AND LEGEND
4963-00-C-001 0
2
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
NOTES:
1. ALL MATERIALS AND INSTALLATION PRACTICES SHALL CONFORM TO M.W.S.B. STANDARD
CONSTRUCTION SPECIFICATIONS.
2. DECIMALIZED NUMBERS INDICATE METERS AND WHOLE NUMBERS INDICATE MILLIMETERS.
3. LOCATION OF UNDERGROUND SERVICES AS SHOWN ARE BASED ON THE BEST
INFORMATION AVAILABLE, BUT NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES
ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT.
4. CONTRACTOR MUST CONFIRM WITH THE INDIVIDUAL UTILITIES FOR EXISTENCE AND
EXACT LOCATIONS OF ALL THE SERVICES PRIOR TO CONSTRUCTION.
5. CONTRACTOR MUST EXPOSE EXISTING INFRASTRUCTURE AT THE PROPOSED TIE-IN
LOCATIONS TO ALLOW SITE ENGINEER TO VERIFY SIZE, MATERIAL AND INVERTS PRIOR TO
CONSTRUCTION OF TIE-INS.
6. ALL SITE LAYDOWN AREAS SHALL BE AS NOTED IN THE SPECIFICATIONS AND APPROVED
BY THE OWNER AND ENGINEER.
7. ALL AREAS SUBJECT TO CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THE
CONDITION IN WHICH THEY EXISTED PRIOR TO CONSTRUCTION. THIS INCLUDES, BUT IS
NOT LIMITED TO, PAVEMENT REPAIRS, RE-GRAVELLING, TRENCH SETTLEMENT
CORRECTION AND RE-SEEDING OF GRASSED AREAS. RESTORATION SHALL CONFORM TO
M.W.S.B. AND TOWN STANDARDS.
8. CONTRACTOR SHALL MAINTAIN THE FOLLOWING INSTALLATION DISTANCES:
8.1. SEPARATION BETWEEN POTABLE WATER AND RAW WATER OR WASTEWATER:
8.1.1. HORIZONTAL = 3.0 m
8.1.2. VERTICAL = 0.45 m, POTABLE WATER ABOVE.
8.2. MINIMUM BURY DEPTH:
8.2.1. WITHIN CITY, TOWN AND VILLAGE LIMITS = 2.75 m
8.2.2. RURAL AREAS = 2.4 m
8.2.3. CROSSINGS (ROAD, DRAIN, ETC.) = 3.0 m
8.2.1. INSTALLATIONS WITH LESS THAN MINIMUM COVER SHALL BE INSULATED AS PER
M.W.S.B. SPECIFICATIONS.
9. WHERE THE PROPOSED ALIGNMENT CROSSES PTH'S, PR'S, DEVELOPED ROAD
ALLOWANCES, PRIVATE LANES, WATER RUNS AND WETLANDS, A TRENCHLESS METHOD OF
INSTALLATION SHALL BE USED.
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-101.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
1:20000
CIVIL
OVERALL SITE PLAN
4963-00-C-101 0
3
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
5T
H A
VE
RO
AD
20 E
SEE DWG
4963-00-C-102
SEE DWG
4963-00-C-103
SEE DWG
4963-00-C-104
SEE DWG
4963-00-C-105
SEE DWG
4963-00-C-106
SEE DWG
4963-00-C-107
29-7-4-E
28-7-4-E
27-7-4-E
26-7-4-E
25-7-4-E
20-7-4-E
21-7-4-E
22-7-4-E
23-7-4-E
24-7-4-E
30-7-4-E
19-7-4-E
30-7-5-E
19-7-5-E
32-7-4-E
33-7-4-E
34-7-4-E
35-7-4-E
36-7-4-E
31-7-4-E
31-7-5-E
17-7-4-E
16-7-4-E
15-7-4-E
14-7-4-E
13-7-4-E
18-7-4-E
18-7-5-E
7-7-5-E
6-7-5-E
8-7-4-E
9-7-4-E
10-7-4-E
11-7-4-E
12-7-4-E
7-7-4-E
5-7-4-E 4-7-4-E 3-7-4-E 2-7-4-E
1-7-4-E
6-7-4-E
NIVERVILLE
NEW
BOTHWELL
6T
H A
VE
PT
H 59
HE
RIT
AG
E LN
AU
TU
MN
WO
OD
R
D
WILLO
W R
ID
GE
R
D
CROWN VALLEY RD
CROWN VALLEY RD
CROWN VALLEY RD
SEE DWG
4963-00-C-108
SEE DWG
4963-00-C-109
SEE DWG
4963-00-C-110
SEE DWG
4963-00-C-111
SEE DWG
4963-00-C-112
RW RW RW RW RW RW RW RW
W W W W W W W W W W W
S
S
W
W
W
W
FM FM FM FM FM FM FM FM FM FM FMFM
FMFM
LPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPS
UT UT UT UT UT UT UT UT UT UT
UT UT UT UT UT
UT UT UT UT UT UT UT UT UT
UT UT UT UT UT
U
T
UT
U
T
UT
FO FO FO FO FO FO FO FO FOFO FO FO FO FO
UP
UP
UP
UP
UP
UP
UP
UP
UP
GGGGGGGGGG
G
GG
GG
G
G
G
S
CPCP
CP
S
T
T
W
W
W
W
OPOP
OPOPOPOP
OPOPOPOPOP
OPOPOP
FH
FH
T
X X
X XX
XX X X X X X X X
X
X XX
XX
S
0+000
0+
05
0
0+
10
0
0+
15
0
0+
20
0
RWRWRWRWRWRWRWRW
RWRW
FO
230
231
232
233
234
235
236
237
238
239
230
231
232
233
234
235
236
237
238
239
0+250 0+260 0+270 0+280 0+290 0+300 0+310 0+320 0+330 0+340 0+350 0+360 0+370 0+380 0+390 0+400 0+410 0+420 0+430 0+440 0+450 0+460 0+470 0+480 0+490 0+500 0+510 0+520 0+530 0+540 0+550 0+560
350 mm Ø HDPE DR17 RW350 mm
Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
W
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
W
W
WW
W
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
LPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPS
UT UT UT UT UT UT UT U
T
UT
U
T
UT UT UT UT UT UT UT
UT
U
T
UT UT UT UTU
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UTUT
UTUT
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UT UT UTUT UT
UTUT
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FO FO FO FO FO FO FO
FO
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FO
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UP
UP
UP
UP
UP
GGGGGGGGGGG
G
G
GGGGGGG
G
CP
CP
CP
CP
S
T
T
T
T
T
T
T
IP
F
T
T
OP
OP
O
P
O
P
OPOPOPOPOPOPOPOPOPOP
OPOP
OPOP
OPOP
OP
FH
0+
25
0
0+
30
0
0+
35
0
0+
40
0
0+
45
0
0+
50
0
0+
55
0
RW
RWRWRWRWRWRWRWRWRWRWRWRW
RWRW
230
231
232
233
234
235
236
237
238
239
230
231
232
233
234
235
236
237
238
239
0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200 0+210 0+220 0+230
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
350 mm
Ø HDPE DR17 RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-102-103.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
5TH AVENUE
STA 0+000 TO 0+570
4963-00-C-102 0
4
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:5000
MA
TC
H L
IN
E
MA
TC
HL
IN
E S
EE
2
/4
96
3-0
0-C
-1
03
MA
TC
HL
IN
E
PLAN/PROFILE
2
-
STA 0+000 TO 0+240
1:500 H, 1:100 V
PLAN/PROFILE
3
-
STA 0+240 TO 0+570
1:500 H, 1:100 V
9.0
0 C
/L
T
O P
/L
SPRUCE DR
WORK
AREA
H
A
M
P
T
O
N
D
R
HAMPTON DR
5T
H A
VE
4T
H A
VE
3RD ST S
4TH ST S
CLA
RE
MO
NT
D
R
BE
NT
LE
Y P
L
HILL C
RE
ST
C
T
5T
H A
VE
NW
30-7-4-E
SW
30-7-4-E
NE
30-7-4-E
SE
30-7-4-E
26
.5
3 R
.O
.W
.
HA
MP
TO
N D
R
5TH AVE
EXISTING 350 mm Ø
FORCEMAIN
EXISTING 100 mm Ø LOW
PRESSURE SEWER
EXISTING 150 mm Ø
RAW WATER
EXISTING
RESERVOIR
EXISTING
WTP
EXISTING 250 mm Ø
WATERMAIN
350 mm Ø HDPE DR17
RAW WATER LINE
CAUTION: GAS CROSSING
EXISTING GROUND
ABOVE PIPE CENTERLINE
2.7
5
MIN
C
OV
ER
350 mm Ø
END OF LINE
FLUSHOUT
ASSEMBLY
1
C-301
2
C-301
EXISTING 350 mm Ø
FORCEMAIN
EXISTING 100 mm Ø LOW
PRESSURE SEWER
EXISTING 250 mm Ø
WATERMAIN
CAUTION: WATERMAIN
CROSSING, CONTRACTOR TO
CONFIRM DEPTH AND LOCATION
5TH AVE
HA
MP
TO
N D
R
4T
H S
T S
9.0
0 C
/L
T
O P
/L
38
.0
0 R
.O
.W
.
26
.3
6 R
.O
.W
.
26
.4
2 R
.O
.W
.
3.0
0 C
/L
T
O P
/L
CAUTION: WATERMAIN
CROSSING, CONTRACTOR TO
CONFIRM DEPTH AND LOCATION
CAUTION: FORCEMAIN CROSSING,
CONTRACTOR TO CONFIRM
DEPTH AND LOCATION
2.7
5
MIN
C
OV
ER
EXISTING GROUND
ABOVE PIPE CENTERLINE
3.0
0
MIN
C
OV
ER
2.7
5
MIN
C
OV
ER
3.00
MIN
C
OV
ER
9.0
0 C
/L
T
O P
/L
1
C-113
350 mm Ø HDPE DR17
RAW WATER LINE
3.0
0
MIN
, T
YP
3.0
0
MIN
, T
YP
HAMPTON DR
HAMPTON DR
230
231
232
233
234
235
236
237
238
239
230
231
232
233
234
235
236
237
238
239
0+580 0+590 0+600 0+610 0+620 0+630 0+640 0+650 0+660 0+670 0+680 0+690 0+700 0+710 0+720 0+730 0+740 0+750 0+760 0+770 0+780 0+790 0+800 0+810 0+820
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
W
LPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPS
L
P
S
L
P
S
LP
S
LP
S
LP
S
LP
S
LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS
UT UT
UT
UT
UT
UT
UT UT UT UT UT UTUT
UT
UTUT
UTUT
UTUT
UT UTUT
UTUT
UT UTUT
UT
UTUT
UTUT
UTUT UT UT UT UT UT UT UT
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UTUTUT
U
T
UTUT
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UT
UTUT
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UT
UT
UT
UT
UT
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T
UT
UT UT UT UTUT UT UT UT UT UT
UTUT
UT
UTUT
UTUT
UTUT UT
UTUT
UTUT UT
UT
UT
UP
U
P
UP
U
P
GGGGGGGGGGGGG
G
GG
CP
CP
CP
CPCP
CP
CP
CP
CP
CP
CPCP
T
T
T
T
T
T
T
OPOP
OPOPOPOPOPOPOP
OPOPOP
O
P
O
P
OP
CS
CSC
S
0+
600
0+
650
0+
700
0+
750
0+
800
RWRWRWRWRWRWRWRWRWRWRWRW
230
231
232
233
234
235
236
237
238
239
230
231
232
233
234
235
236
237
238
239
0+840 0+850 0+860 0+870 0+880 0+890 0+900 0+910 0+920 0+930 0+940 0+950 0+960 0+970 0+980 0+990 1+000 1+010 1+020 1+030 1+040 1+050 1+060 1+070 1+080 1+090 1+100 1+110 1+120 1+130 1+140 1+150
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
350 mm Ø HDPE DR17 RW
LPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPSLPS
LP
S
LP
S
LP
S
LP
S
LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS LPS
LP
S
UT
UT
UT
U
T
UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UTUT
UT UT UT UT UTUT UT UT
UT
UTUT
UT UT
UT UT UT UT
UT
UT
UTUT
UTUTUTUTUTUTUT
U
T
UTUTUT
UT
UT
UT
UT
U
T
UTUT
UTUT
UTUT
UT
UTUT
UT
UT UT UT
UTUT
UT
UT
UT
U
T
U
T
UT UT UT UT UT UTUT
UT UTUT
UT UT UT
U
T
UT
UTUT
U
TUTUTUT
UTUTUT
UTUTUTUTUTUT
U
T
UP
UP
U
P
U
P
U
P
U
P
U
P
GGGGGGGGGGGGGGGGGGG
CP
CP
CPCP
CP
CP
CP
IP
F
T
T
TT
T
T
IP
F
OP
OP
OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
OP
T
T
T
CS
CS
CS
CS
CS
CS
CS
0+
85
0
0+
90
0
0+
95
0
1+
00
0
1+
05
0
1+
10
0
1+
15
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-102-103.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
5TH AVENUE
STA 0+570 TO 1+160
4963-00-C-103 0
5
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
HL
IN
E S
EE
2
/4
96
3-0
0-C
-1
04
MA
TC
HL
IN
E
PLAN/PROFILE
2
-
STA 0+570 TO 0+830
1:500 H, 1:100 V
PLAN/PROFILE
3
-
STA 0+830 TO 1+160
1:500 H, 1:100 V
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
02
WORK
AREA
HAMPTON DR
CLA
RE
MO
NT
D
R
5T
H A
VE
CROWN VALLEY RD
WY
ND
HA
M C
T
KIR
KD
ALE
D
R
SW
30-7-4-E
SE
30-7-4-E
7.5
0 P
/L
T
O C
/L
38
.2
0 R
.O
.W
.
3
C-301
5TH AVE
EXISTING 100 mm Ø LOW
PRESSURE SEWER
350 mm Ø HDPE DR17
RAW WATER LINE
EXISTING GROUND
ABOVE PIPE CENTERLINE
5TH AVE
EXISTING 100 mm Ø LOW
PRESSURE SEWER
350 mm Ø HDPE DR17
RAW WATER LINE
2.7
5
MIN
C
OV
ER
EXISTING GROUND
ABOVE PIPE CENTERLINE
2.7
5
MIN
C
OV
ER
4
C-301
38
.5
3 R
.O
.W
.
7.5
0 P
/L
T
O C
/L
CAUTION: LOW PRESSURE
SEWER CROSSING,
CONTRACTOR TO CONFIRM
DEPTH AND LOCATION
3.0
0
MIN
, T
YP
3.0
0
MIN
, T
YP
LP
SLP
S
WW
WW
WW
W
FM
FM
LP
S
W W W W W W W W W W W W W W W
UT
UT
U
T
U
T
UT
UT
UT
U
T
UT
UT
UT
U
T
UT
U
T
UT
U
T
U
T
UT
U
T
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT
UTUTUTUTUTUTUTUTUTUTUTUT
UT
U
T
U
P
U
P
UPUP
UP
UPUP
U
P
U
P
UP
UP
U
P
UP
UP
U
P
UP
GG
GG
GG
GG
GG
G
G
G
G
G
G
G
GG
G
GG
G
G
G
G
G
G
G
G
G
S
CP
CP
CP
CP
IPF
IPF
IPF IPF IPFIPF IPF IPF IPF IPF IPF IPF
T
T
OPOPOPOPOPOPOP
OPOP
OPOP
OPOP
OP
OP
X X X
T
CS
FH
1+100
1+150
1+
20
0
1+
25
0
1+
30
0
1+
35
0
1+
40
0
1+
45
0
1+
50
0
1+
55
0
1+
60
0
RWRWRWRWRWRW
RW
RW
W
W
WW
W
W
FMFM
F
M
FM
FM
W W W W W W
UT UT UT UT UT UT UT UT UTUT
UT
UT
UT
UT
UT
UTUTUTUTUTUTUTUTUTUT
UT UT UT UT UT UT UT UT
U
T
U
T
UT
U
P
UP
UP
U
P
UP
UP
UPUP
U
P
U
P
UP
U
P
UPUP
UP
UP
GGGGGGG
G
GG
G
G
G
G
G
GG
GG
GG
GG
GG
G
G
G
G
G
G
G
G
G
G
G
CP
CP
IPF IPF IPF IPF IPF IPF IPF IPF IPF IPF
IPFT
OPOPOPOPOPOPOPOPOPOPOP
OPOPOPOPOPOPOP
FH
S
S
1+
65
0
1+
70
0
1+
75
0
1+
80
0
1+
85
0
1+
90
0
1+
95
0
2+
00
0
2+
05
0
2+
10
0
2+
15
0
2+
20
0
2+
25
0
RWRWRWRWRWRWRWRWRWRW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-107.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 1+160 TO 2+280
4963-00-C-104 0
6
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-0
15
MA
TC
HL
IN
E
PLAN
3
-
STA 1+630 TO 2+280
1:1000
PLAN
2
-
STA 1+160 TO 1+630
1:1000
WORK
AREA
H
A
M
P
T
O
N
D
R
5T
H A
VE
CLA
RE
MO
NT
D
R
LE
OP
KK
Y R
D
CROWN VALLEY RD
6T
H A
VE
S
NW
19-7-4-E
SW
30-7-4-E
NE
19-7-4-E
SE
30-7-4-E
NW
20-7-4-E
SW
29-7-4-E
350 mm Ø HDPE DR17
RAW WATER LINE
5
C-301
CROWN VALLEY RD
5T
H A
VE
LE
OP
KK
Y R
D
6T
H A
VE
CROWN VALLEY RD
6
C-301
30
.1
4 R
.O
.W
.
8.0
0 P
/L
T
O C
/L
30
.1
5 R
.O
.W
.
8.0
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
8.0
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
8.0
0 C
/L
T
O P
/L
NE
19-7-4-E
NW
20-7-4-E
SW
29-7-4-E
NE
19-7-4-E
350 mm Ø HDPE DR17
RAW WATER LINE
CL
AR
EM
ON
T D
R
WY
ND
HA
M C
T
DE
NB
Y C
OV
E
WYLDEWOOD CRES
FO
XD
ALE
W
AY
BRIARFIELD CT
CAUTION: GAS
CROSSING
CAUTION: WATERMAIN
CROSSING, CONTRACTOR
TO CONFIRM DEPTH AND
LOCATION
EXISTING 250 mm Ø
WATER MAIN
EXISTING 250 mm Ø
WATER MAIN
CAUTION: GAS
CROSSING
3.0
0
MIN
, T
YP
3.0
0
MIN
, T
YP
MATCH LINE
SEE 3/4963-00-C-103
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
GG
GG
GG
GG
GGGGGGGG
OPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
2+
30
0
2+
35
0
2+
40
0
2+
45
0
2+
50
0
2+
55
0
2+
60
0
2+
65
0
2+
70
0
2+
75
0
2+
80
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
UT UT UT
U
P
U
P
U
P
U
P
U
P
GGGGGGGGG
G
G
G
GG
G
G
GG
G
G
CP
IPF
OPOPOPOPOPOPOPOPOPOPOP
OPOPOPOPOP
OPOP
2+
85
0
2+
90
0
2+
95
0
3+
00
0
3+
05
0
3+
10
0
3+
15
0
3+
20
0
3+
25
0
3+
30
0
3+
35
0
3+
40
0
3+
45
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
RW
RW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-107.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 2+280 TO 3+460
4963-00-C-105 0
7
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
04
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
06
MA
TC
HL
IN
E
PLAN
3
-
STA 2+810 TO 3+460
1:1000
PLAN
2
-
STA 2+280 TO 2+810
1:1000
WORK
AREA
CROWN VALLEY RD
NW
20-7-4-E
SW
29-7-4-E
SE
29-7-4-E
NE
20-7-4-E
CROWN VALLEY RD
7
C-301
350 mm Ø HDPE DR17
RAW WATER LINE
CROWN VALLEY RD
CAUTION: GAS CROSSING 350 mm Ø HDPE DR17
RAW WATER LINE
8
C-301
30
.1
7 R
.O
.W
.
8.0
0 C
/L
T
O P
/L
8.0
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
NW
20-7-4-E
SW
29-7-4-E
SE
29-7-4-E
NE
20-7-4-E
FO
FO
FO
FO
FO
UT
UT
UT
UT
UT
UT
UT
UT
UTUT
UTUT UT
UT
GG
GG
GG
GG
G
G
G
G
GGGGG
CP
IPF
OP
OP
OP
OP
OP
OP
OP
OPO
P
OP
OPOPOPOPOP
3+
50
0
3+
55
0
3+
60
0
3+
65
0
3+
70
0
3+
75
0
3+
80
0
3+
85
0
3+
90
0
3+
95
0
RWRW
RWRW
RWRW
RWRW
RW
RWRWRWRWRW
FO
UTUT UT
UT UTUT UT
UTUT UT
UT UTUT UT
UT UT UT UT
GG
GG
GG
GG
GG
GG
GG
GG
GGGG
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OP
OP
OP
OP
OP
OP
4+
00
0
4+
05
0
4+
10
0
4+
15
0
4+
20
0
4+
25
0
4+
30
0
4+
35
0
4+
40
0
4+
45
0
4+
50
0
4+
55
0
4+
60
0
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
RW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-107.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 3+460 TO 4+630
4963-00-C-106 0
8
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
05
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
07
MA
TC
HL
IN
E
PLAN
3
-
STA 3+980 TO 4+630
1:1000
PLAN
2
-
STA 3+460 TO 3+980
1:1000
WORK
AREA
RO
AD
20 E
NW
21-7-4-E
SW
28-7-4-E
SE
29-7-4-E
NE
20-7-4-E
CROWN VALLEY RD
RO
AD
2
0 E
CROWN VALLEY RD
9
C-301
350 mm Ø HDPE DR17
RAW WATER LINE
SE
29-7-4-E
NE
20-7-4-E
SW
28-7-4-E
NW
21-7-4-E
SW
28-7-4-E
NW
21-7-4-E
SE
28-7-4-E
NE
21-7-4-E
30
.1
7 R
.O
.W
.
8.0
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
8.0
0 C
/L
T
O P
/L
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
30
.1
7 R
.O
.W
.
8.0
0 C
/L
T
O P
/L
10
C-301
30
.1
7 R
.O
.W
.
7.5
0 C
/L
T
O P
/L
350 mm Ø OFFLINE
FLUSHOUT
CAUTION: FIBER
OPTICS CROSSING
CAUTION: GAS
CROSSING
UT UT UT UT UT UTUT
UTUT
UTUT
UTUT
UTUT
G
G
G
G
G
G
G
G
G
GG
GG
GG
G
G
G
CP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
4+
650
4+
700
4+
750
4+
800
4+
850
4+
900
4+
950
5+
000
5+
050
5+
100
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RWRW
RW
UTUT U
T
UT
UT
UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UTUT
UT
UT
UT
UT
UTUTUTUTUTUTUTUTUTUT
UT
GG
GGGGGGGGGGGG
G
G
G
GG
G
G
G
G
CP
CP
CP
CP
IPF
T
OPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
OPOP
OPOP
T
5+
15
0
5+
20
0
5+
25
0
5+
30
0
5+
35
0
5+
40
0
5+
45
0
5+
50
0
5+
55
0
5+
60
0
5+
65
0
5+
70
0
5+
75
0
5+
80
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
RWRW
RW
RW
RW
234
235
236
237
238
239
240
241
242
243
234
235
236
237
238
239
240
241
242
243
5+220 5+240 5+260 5+280 5+300 5+320 5+340
350 mm Ø HDPE DR17 RW w/
450 mm Ø HDPE DR17 CASING
3.00
MIN
C
OV
ER
2.40
MIN
C
OV
ER
2.40
MIN
C
OV
ER
40.00
APPROX
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-107.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 4+630 TO 5+800
4963-00-C-107 0
9
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
06
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
08
MA
TC
HL
IN
E
PLAN
3
-
STA 5+140 TO 5+800
1:1000
PLAN
2
-
STA 4+630 TO 5+140
1:1000
WORK
AREA
PT
H 59
NE
21-7-4-E
SE
28-7-4-E
CROWN VALLEY RD
NW
22-7-4-E
SW
27-7-4-E
11
C-301
350 mm Ø HDPE DR17
RAW WATER LINE
350 mm Ø HDPE DR17
RAW WATER LINE
350 mm Ø HDPE DR17
RAW WATER LINE c/w
APPROX. 40 m 450 mm Ø
HDPE DR17 CASING
7.5
0 C
/L
T
O P
/L
7.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
12
C-301
CAUTION: GAS CROSSING
NE
21-7-4-E
SE
28-7-4-E
NE
21-7-4-E
SE
28-7-4-E
CAUTION: GAS
CROSSING
30
.1
7 R
.O
.W
.
7.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
NW
22-7-4-E
SW
27-7-4-E
CROWN VALLEY RD
CROWN VALLEY RD
PT
H 59
PROFILE
4
-
PTH 59 CROSSING
1:1000 H, 1:100 V
PTH 59
EXISTING GROUND
ABOVE PIPE CENTERLINE
UT UT UT UT UT UT UTUT UT UT
UTUT
UTUT
UT
UTUT
UTUT
UTUT
UTUT
UTUTUTUTUTUTUT
GGGGGGGGGGGGGGGG
G
G
G
CP
CP
OPOPOPOPOPOPOPOPOP
OPOP
OPOPOPOP
5+
800
5+
850
5+
900
5+
950
6+
000
6+
050
6+
100
6+
150
6+
200
6+
250
6+
300
RWRWRWRWRWRWRWRWRWRWRWRWRWRW
UTUT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT
UT
UTUTUTUTUT
UTUTUTUT
UTUT
UTUTUTUTUT
UTUTUT
UT
UT
UT
UT
GG
G
GG
GG
G
GGG
GGG
GGGG
GGG
GGG
G
T
J
OPOPOPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOPOP
6+
35
0
6+
40
0
6+
45
0
6+
50
0
6+
55
0
6+
60
0
6+
65
0
6+
70
0
6+
75
0
6+
80
0
6+
85
0
6+
90
0
6+
95
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
RW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-112.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 5+800 TO 6+980
4963-00-C-108 0
10
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
07
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
09
MA
TC
HL
IN
E
PLAN
3
-
STA 6+320 TO 6+980
1:1000
PLAN
2
-
STA 5+800 TO 6+320
1:1000
WORK
AREA
HE
RIT
AG
E LN
CROWN VALLEY RD
NW
22-7-4-E
SW
27-7-4-E
NE
22-7-4-E
SE
27-7-4-E
350 mm Ø HDPE DR17
RAW WATER LINE
13
C-301
CAUTION: GAS CROSSING
NW
22-7-4-E
SW
27-7-4-E
NE
22-7-4-E
SE
27-7-4-E
NE
22-7-4-E
SE
27-7-4-E
NW
23-7-4-E
SW
26-7-4-E
CROWN VALLEY RD
HE
RIT
AG
E LN
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
CAUTION: GAS CROSSING
7.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
7.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
7.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
7.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
14
C-301
15
C-301
U
T
UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UTUTUTUTUTUTUTUTUTUTUTUTUTUT
GGGGGGG
GGGGGGGGCP
OPOPOPOPOPOPOPOPOPOPOPOPOPOP
7+
00
0
7+
05
0
7+
10
0
7+
15
0
7+
20
0
7+
25
0
7+
30
0
7+
35
0
7+
40
0
7+
45
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRW
UT UT UT UT UT UTUT UT
UT
UT UT UT UT UT UTUT
UTUT
UT
UTUTUTUTUT
UTUT
UTUTUT
UTUT
UTUTUTUTUTUT
GGGGGGGGGGGGGGGGGGG
G
IPFIPF
OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
7+
50
0
7+
55
0
7+
60
0
7+
65
0
7+
70
0
7+
750
7+
80
0
7+
85
0
7+
90
0
7+
95
0
8+
00
0
8+
05
0
8+
10
0
RWRWRWRWRWRWRWRWRWRWRW
RWRWRWRWRWRWRW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-112.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 6+980 TO 8+140
4963-00-C-109 0
11
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
PLAN
3
-
STA 7+490 TO 8+140
1:1000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
08
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
10
MA
TC
HL
IN
E
PLAN
2
-
STA 6+980 TO 7+490
1:1000
WORK
AREA
CROWN VALLEY RD
NW
23-7-4-E
SW
26-7-4-E
NE
23-7-4-E
SE
26-7-4-E
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
7.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
16
C-301
NW
23-7-4-E
SW
26-7-4-E
NE
23-7-4-E
SE
26-7-4-E
NW
23-7-4-E
SW
26-7-4-E
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
7.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
4.0
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
17
C-301
CAUTION: GAS CROSSING
UT
UT UT UT UT UTUT
UT UT
UT
UT
UTUT
UTUT
UT
UT
GG
G
GG
GGGGGGGGGGGGG
IPFT
OPOPOPOPOPOPOPOPOPOPOPOPOPOP
8+
15
0
8+
20
0
8+
25
0
8+
30
0
8+
35
0
8+
40
0
8+
45
0
8+
50
0
8+
550
8+
60
0
8+
65
0
RWRW
RWRWRWRWRWRWRWRWRWRWRWRW
UTUT
UTUT
UTUT
UTUT
UTUT
UTUT
UT
GG
G
GG
GG
GG
GG
GG
GG
GG
GG
GG
G
CP
OPOPOPOPOPOPOPOPOPOPOPOPOP
OPOPOPOPOPOP
X
8+
70
0
8+
75
0
8+
80
0
8+
85
0
8+
90
0
8+
95
0
9+
00
0
9+
05
0
9+
10
0
9+
15
0
9+
20
0
9+
25
0
9+
30
0
RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRW
RW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-112.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 8+140 TO 9+310
4963-00-C-110 0
12
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
PLAN
3
-
STA 8+660 TO 9+310
1:1000
PLAN
2
-
STA 8+140 TO 8+660
1:1000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
09
MA
TC
H L
IN
E
SE
E 2
/4
96
3-0
0-C
-1
11
MA
TC
HL
IN
E
WORK
AREA
AU
TU
MN
WO
OD
R
D
CROWN VALLEY RD
NE
23-7-4-E
SE
26-7-4-E
NW
24-7-4-E
SW
25-7-4-E
AU
TU
MN
WO
OD
RD
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
4.0
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
18
C-301
4.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
19
C-301
NE
23-7-4-E
SE
26-7-4-E
NW
24-7-4-E
SW
25-7-4-E
NW
24-7-4-E
SW
25-7-4-E
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
4.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
CAUTION: GAS CROSSING
GGGGG
GG
GG
GG
GG
GG
G
W
OPOP
OPOPOPOPOPOPOPOPOPOPOPOPOP
9+
350
9+
400
9+
450
9+
500
9+
550
9+
600
9+
650
9+
700
9+
750
9+
800
RWRWRWRWRWRWRWRWRWRWRWRWRW
GG
G
GGGGGGGGGGGG
CP
IPF
J
OPOPOPOP
OPOPOPOP
OPOP
OP
9+
850
9+
900
9+
950
10+
000
10+
050
10+
100
10+
150
10+200
10+250
RWRWRWRWRWRWRWRWRWRW
RW
RW
RW
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-112.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
CROWN VALLEY ROAD
STA 9+310 TO 10+280
4963-00-C-111 0
13
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
-
KEY
1:10000
PLAN
3
-
STA 9+820 TO 10+280
1:1000
PLAN
2
-
STA 9+310 TO 9+820
1:1000
MA
TC
H L
IN
E
MA
TC
H L
IN
E
SE
E 3
/4
96
3-0
0-C
-1
10
MATCH LINE
SEE 2-4963-00-C-112
MA
TC
HL
IN
E
WORK
AREA
WILLO
W R
ID
GE
R
D
NW
24-7-4-E
SW
25-7-4-E
CROWN VALLEY RD
NE
24-7-4-E
SE
25-7-4-E
NW
19-7-5-E
SW
30-7-5-E
WILLO
W R
ID
GE
R
D
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
4.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
20
C-301
INSTALL NEW PITLESS
ADAPTER & 350 mm Ø
GATE VALVE ON EXISTING
WELL CASINGS
NW
24-7-4-E
SW
25-7-4-E
NE
24-7-4-E
SE
25-7-4-E
NE
24-7-4-E
SE
25-7-4-E
NW
19-7-5-E
SW
30-7-5-E
4.5
0 C
/L
T
O P
/L
30
.1
7 R
.O
.W
.
CROWN VALLEY RD
350 mm Ø HDPE DR17
RAW WATER LINE
4.5
0 P
/L
T
O C
/L
30
.1
7 R
.O
.W
.
4.50 P/L TO C/L
29.49 R.O.W.
21
C-301
350 mm Ø
GATE VALVE
NEW FIELD APPROACH
w/ CULVERT
CONFIRM LOCATION
ONSITE w/ OWNER &
ENGINEER
2
C-501
W
10+447.004
10+300
10+350
10+400
RW
RW
RW
RW
FO
RW
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-112.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
WILLOW RIDGE ROAD
STA 10+280 TO 10+447.004
4963-00-C-112 0
14
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
2
-
STA 10+280 TO 10+447.004
1:1000
PLAN
1
-
KEY
1:10000
MATCH LINE
SEE 3/4963-00-C-111
WORK
AREA
WILLO
W R
ID
GE
R
D
CROWN VALLEY RD
NE
24-7-4-E
SE
25-7-4-E
NW
19-7-5-E
SW
30-7-5-E
SE
25-7-4-E
SW
30-7-5-E
350 mm Ø HDPE DR17
RAW WATER LINE
4.50 P/L TO C/L
29.49 R.O.W.
22
C-301
350 mm Ø OFFLINE
FLUSHOUT
INSTALL NEW PITLESS ADAPTER
AND 350 mm Ø GATE VALVE ON
EXISTING WELL CASINGS
APPROX LOCATION OF FUTURE
ELECTRICAL CONTROL BUILDING
(BY OTHERS)
WILLO
W R
ID
GE
R
D
UT
UT
UT
UP
UP
UP
UP
UP
UP
OP
OP
OP
OP
OP
OP
RWRWRW
RW
RW
RW
RW
WW
WW
WW
W
SS
FM
FM
FM
FM
FM
FM
LP
SL
PS
LP
SL
PS
LP
SL
PS
LP
SL
PS
LP
SL
PS
LP
S
RW
RW
RW
RW
RWRW
RW
FO
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-113.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
TIE IN AT WTP SITE
4963-00-C-113 0
15
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
PLAN
1
C-102
TIE IN @ WTP SITE
1:100
EXISTING
SPRUCE DRIVE
WTP
EXISTING
RESERVOIR
350 mm Ø HDPE DR17
STUB w/ PLUG FOR
FUTURE EXPANSION
5.00
EXISTING 150 mm Ø HDPE
DR17 RAW WATER LINE
EXISTING 150 mm Ø
HDPE DR17 RAW
WATER LINE
CAUTION: WATERMAIN
CROSSING, CONTRACTOR TO
CONFIRM DEPTH AND LOCATION
TIE INTO EXISTING w/ NEW
150 mm Ø GATE VALVE AND
150x350 mm Ø REDUCER
350 mm Ø GATE
VALVE
350 mm Ø HDPE DR17
RAW WATER LINE
6.0
0
350 mm Ø END OF LINE FLUSHOUT
ASSEMBLY w/ ALTERNATIVE
FLUSHOUT DISCHARGE, SEE
DETAIL 3/C-112
TIE INTO EXISTING w/ NEW
150 mm Ø GATE VAVLE
AND 150x350 mm Ø
REDUCER
3.00
MIN, TYP
3.00
MIN, TYP
3.00
MIN, TYP
300 mm DEEP RIP RAP
1.00/2.00 x 8.00 m
EXISTING 250 mm Ø WATERMAINEXISTING 350 mm Ø FORCEMAIN
EXISTING 100 mm Ø LOW
PRESSURE SEWER
CAUTION: SEWER CROSSINGS,
CONTRACTOR TO CONFIRM
DEPTH AND LOCATION
231
232
233
234
235
236
237
238
231
232
233
234
235
236
237
238
0 10 20 300-10-20-30
ALIGNMENT: 350 MM RW LINE SL-1
232
233
234
235
236
237
238
239
232
233
234
235
236
237
238
239
0 10 20 30 400-10
ALIGNMENT: 350 MM RW LINE SL-5
231
232
233
234
235
236
237
238
231
232
233
234
235
236
237
238
0 10 20 30 400-10
ALIGNMENT: 350 MM RW LINE SL-6
233
234
235
236
237
238
239
240
233
234
235
236
237
238
239
240
0 10 20 300-10
232
233
234
235
236
237
238
239
232
233
234
235
236
237
238
239
0 10 200-10-20
ALIGNMENT: 350 MM RW LINE SL-3
26.53 R.O.W.
9.00 10.71
ROAD
350 mm Ø HDPE
DR17 RAW
WATER LINE
2.7
5 M
IN
9.00 14.04
ROAD
26.42 R.O.W.
350 mm Ø HDPE
DR17 RAW
WATER LINE
2.7
5 M
IN
10.44
ROAD
7.50
38.20 R.O.W.
350 mm Ø HDPE DR17
RAW WATER LINE
2.7
5 M
IN
EAST DITCH
7.50
38.53 R.O.W.
9.08
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.7
5 M
IN
EAST DITCH
8.00
30.17 R.O.W.
8.10
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.7
5 M
IN
NORTH
DITCH
232
233
234
235
236
237
238
239
232
233
234
235
236
237
238
239
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-9
232
233
234
235
236
237
238
239
232
233
234
235
236
237
238
239
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-10
233
234
235
236
237
238
239
240
233
234
235
236
237
238
239
240
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-11
234
235
236
237
238
239
240
241
234
235
236
237
238
239
240
241
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-12
234
235
236
237
238
239
240
241
234
235
236
237
238
239
240
241
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-13
8.00
30.17 R.O.W
8.41
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.7
5 M
IN
NORTH
DITCH
8.00
30.17 R.O.W
8.92
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
M
IN
NORTH
DITCH
8.01
30.17 R.O.W
8.85
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
8.00
30.17 R.O.W
7.68
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
8.00
30.17 R.O.W
8.61
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
235
236
237
238
239
240
241
242
235
236
237
238
239
240
241
242
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-14
235
236
237
238
239
240
241
242
235
236
237
238
239
240
241
242
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-15
236
237
238
239
240
241
242
243
236
237
238
239
240
241
242
243
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-16
236
237
238
239
240
241
242
243
236
237
238
239
240
241
242
243
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-17
236
237
238
239
240
241
242
243
236
237
238
239
240
241
242
243
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-18
7.50
30.17 R.O.W
8.08
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
7.50
30.17 R.O.W
7.94
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
7.50
30.17 R.O.W
8.37
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
7.50
30.17 R.O.W
8.57
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
7.50
30.17 R.O.W
7.30
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
236
237
238
239
240
241
242
243
236
237
238
239
240
241
242
243
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-19
236
237
238
239
240
241
242
243
236
237
238
239
240
241
242
243
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-20
237
238
239
240
241
242
243
244
237
238
239
240
241
242
243
244
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-21
237
238
239
240
241
242
243
244
237
238
239
240
241
242
243
244
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-22
237
238
239
240
241
242
243
244
237
238
239
240
241
242
243
244
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-23
7.50
30.17 R.O.W
8.50
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
SOUTH
DITCH
4.00
30.17 R.O.W
7.79
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH DITCH
4.50
30.17 R.O.W
7.80
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH
DITCH
4.50
30.17 R.O.W
8.06
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH DITCH
4.50
30.17 R.O.W
8.29
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.4
0 M
IN
NORTH DITCH
237
238
239
240
241
242
243
244
237
238
239
240
241
242
243
244
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-25
237
238
239
240
241
242
243
244
237
238
239
240
241
242
243
244
0 10 20 300-10
ALIGNMENT: 350 MM RW LINE SL-26
4.50
29.49 R.O.W.
8.30
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.40 M
IN
WEST
DITCH
4.50
29.49 R.O.W.
7.54
ROAD
350 mm Ø HDPE DR17
RAW WATER LINE
2.40 M
IN
WEST
DITCH
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-301.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
SECTIONS
4963-00-C-301 0
16
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
SECTION
1
C-102
STA 0+030
1:500 H, 1:100 V SECTION
2
C-102
STA 0+195
1:500 H, 1:100 V SECTION
3
C-013
STA 0+660
1:500 H, 1:100 V SECTION
4
C-103
STA 1+125
1:500 H, 1:100 V SECTION
5
C-104
STA 1+675
1:500 H, 1:100 V
SECTION
10
C-106
STA 4+170
1:500 H, 1:100 VSECTION
9
C-106
STA 3+650
1:500 H, 1:100 V
SECTION
8
C-105
STA 3+240
1:500 H, 1:100 V
SECTION
7
C-105
STA 2+518
1:500 H, 1:100 VSECTION
6
C-104
STA 2+010
1:500 H, 1:100 V
SECTION
15
C-108
STA 6+930
1:500 H, 1:100 VSECTION
14
C-108
STA 6+380
1:500 H, 1:100 V
SECTION
13
C-108
STA 5+870
1:500 H, 1:100 V
SECTION
12
C-107
STA 5+295
1:500 H, 1:100 VSECTION
11
C-107
STA 4+710
1:500 H, 1:100 V
SECTION
20
C-111
STA 9+739
1:500 H, 1:100 VSECTION
19
C-110
STA 9+140
1:500 H, 1:100 V
SECTION
18
C-110
STA 8+572
1:500 H, 1:100 V
SECTION
17
C-109
STA 7+970
1:500 H, 1:100 VSECTION
16
C-109
STA 7+430
1:500 H, 1:100 V
SECTION
21
C-111
STA 10+196
1:500 H, 1:100 V SECTION
22
C-112
STA 10+390
1:500 H, 1:100 V
CO
VE
R
FLANGED 90° SCH80 PVC
BEND c/w BLIND FLANGE
@ DISCHARGE
350 mm Ø HDPE DR17
RAW WATER LINE
AS PER
MWSB DETAIL
10
0
11.05
5.00
R
5
.
0
0
R
5
.
0
0
GRAVEL DRIVEWAY (APPROX 66 m²):
150 mm A-BASE (100% SPD)
300 mm C-BASE (98% SPD)
NON-WOVEN GEOTEXTILE
IMPORTED SUBGRADE AS REQUIRED
150 mm COMPACTED UNDISTURBED SUBGRADE
16.00 m - 450 mm Ø CSP
CR
OW
N V
ALLEY RO
AD
CONTROLS/INSTRUMENTATION
AND PUMP POWER CONDUITS
TO CONTROL BUILDING
(BY OTHERS)
CONDUIT TAPPING
(BY OTHERS)
350 mm Ø RAW WATER LINE
DROP PIPE
(BY OTHERS)
SUBMERSIBLE PUMP
(BY OTHERS)
EXISTING 300 mm Ø
WELL CASING
EXISITING GROUND
NEW PITLESS
ADAPTER
2.4 m
MIN
1.0 m
CHECK VALVE
(BY OTHERS)
WELL PUMP INFORMATION
WELL WILLOW RIDGE ROAD - NORTH WELL #1 CROWN VALLEY ROAD - SOUTH WELL #2
CASING SIZE
300 mm (EXISTING) 300 mm (EXISTING)
PITLESS UNIT SIZE
300 mm (THIS CONTRACT) 300 mm (THIS CONTRACT)
WELL PUMP DROP PIPE
SIZE:
TYPE:
200 mm
SCH40 STAINLESS STEEL
(BY OTHERS)
200 mm
SCH40 STAINLESS STEEL
(BY OTHERS)
WELL PUMP SET DEPTH (FROM GRADE) 20 m (BY OTHERS) 20 m (BY OTHERS)
WELL PUMP
SEE SPECIFICATIONS (BY OTHERS) SEE SPECIFICATIONS (BY OTHERS)
NEW FLANGED CONNECTION
NEW FLANGED
CONNECTION
NEW MARKER POST
P:\20174963\00_M
WS
B_N
iverville\W
orking_D
wgs\100_C
ivil\4963-00-c-501.dw
g
DA
TE
: 2017-09-01
, D
esiree P
astorin
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF
N
OT
5
0 m
m A
DJU
ST
S
CA
LE
S
SC
AL
E(S
) S
HO
WN
A
RE
IN
TE
ND
ED
F
OR
A
NS
I D
(2
2X
34
) S
IZ
E D
RA
WIN
GS
, T
AB
LO
ID
(1
1X
17
) S
IZ
E D
RA
WIN
GS
A
RE
1
/2
O
F S
CA
LE
(S
) S
HO
WN
U
NL
ES
S N
OT
ED
O
TH
ER
WIS
E
SCALE:
50
m
m
ORIGINAL SEALED BY:
K. ANDERSON, P.ENG.
SEPTEMBER 01, 2017
TOWN OF NIVERVILLE
CONTRACT 1:
RAW WATER PIPELINE
MWSB#: 1390
20174963-00
AS SHOWN
CIVIL
DETAILS
4963-00-C-501 0
17
17
0 2017SEP01 K. ANDERSON T. DYCHKO ISSUED FOR TENDER
DETAIL
2
C-111
ACCESS ROAD
1:100
TYPICAL DETAIL
1
WELL PUMP
1:25 DETAIL
3
C-113
ALTERNATIVE ABOVE
GRADE FLUSHOUT DISCHARGE
1:20
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