CANADIAN PACIFIC RAILWAY€¦ · 250 Ø gate valve 250 Ø blind flange 500 Ø gate valve 600 x 500...
6
PW PW PW PW PW PW PW PW PW PW PW X X PW PW PW PW PW PW PW PW PW PW PW RING ROAD RING ROAD HWY. #1 PASQUA ST. LEWVAN DR. HWY. #1 HWY. #11 HWY. #6 P:\20134229\02_Potable_Water\Working_Dwgs\100_Civil\4229-02-C-101.dwg DATE: 2019-05-17, Elizabeth Wollbaum DRAWING REVISION DESCRIPTION DRAWN DESIGN DATE REV SHEET IF NOT 50 mm ADJUST SCALES SCALE(S) SHOWN ARE INTENDED FOR ANSI D (22X34) SIZE DRAWINGS, TABLOID (11X17) SIZE DRAWINGS ARE 1/2 OF SCALE(S) SHOWN UNLESS NOTED OTHERWISE SCALE: 50 mm 1922 Park Street, Regina, Saskatchewan, S4N 7M4 Ph: 306 721 2466 Fax: 306 721 2474 www.ae.ca THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN CHANGES MADE BY <SELECT REGION>, ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL AND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS. THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN CHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD., ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL AND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT OR REPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS. RM OF SHERWOOD NO. 159 SHERWOOD INDUSTRIAL PARK POTABLE WATER TREATMENT PLANT AND ANCILLARY WORKS 2013-4229-02 AS SHOWN CIVIL KEY AND LOCATION PLAN 4229-02-C-101 2 04 116 0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER 1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION 2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD PLAN 2 - LOCATION PLAN 1:5000 SHERWOOD ROAD PASQUA STREET NORTH SE-23-18-20-W2M 1 C-102 1 C-104 PLAN 1 - KEY PLAN NTS SHERWOOD INDUSTRIAL PARK POTABLE WATER TREATMENT PLANT RING ROAD RING ROAD HWY. #1 PASQUA ST. LEWVAN DR. HWY. #1 HWY. #11 HWY. #6 HWY. #33 CITY OF REGINA POTABLE WATER TREATMENT PLANT LAYDOWN AREA 375.36 107.80 CURTIS DRIVE 1 C-103 NOTES: 1. ALL ELEVATIONS REFERENCED TO CITY OF REGINA BENCHMARK #629 EL 587.299. 2. BUILDING FLOOR SLAB LOCAL ELEVATION 100.000 = GEODEDIC EL 586.550. 3. ALL DIMENSIONS ARE IN METRES (m) UNLESS OTHERWISE NOTED. CANADIAN PACIFIC RAILWAY
Transcript of CANADIAN PACIFIC RAILWAY€¦ · 250 Ø gate valve 250 Ø blind flange 500 Ø gate valve 600 x 500...
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P:\20134229\02_P
otable_W
ater\W
orking_D
wgs\100_C
ivil\4229-02-C
-101.dw
g
DA
TE
: 2019-05-17, E
lizabeth W
ollbaum
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
1922 Park Street, Regina, Saskatchewan, S4N 7M4
Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THAT
SUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT OR
REPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTS
THE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARK
POTABLE WATER TREATMENT PLANT
AND ANCILLARY WORKS
2013-4229-02
AS SHOWN
CIVIL
KEY AND LOCATION PLAN
4229-02-C-101 2
04
116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN
2
-
LOCATION PLAN
1:5000
SHERWOOD ROAD
PA
SQ
UA
S
TR
EE
T N
OR
TH
SE-23-18-20-W2M
1
C-102
1
C-104
PLAN
1
-
KEY PLAN
NTS
SHERWOOD INDUSTRIAL PARK
POTABLE WATER TREATMENT PLANT
R
I
N
G
R
O
A
D
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O
A
D
HWY. #1
PA
SQ
UA
S
T.
LE
WV
AN
D
R.
HWY. #1
H
W
Y
.
#
1
1
HW
Y. #
6
H
W
Y
.
#
3
3
CITY OF REGINA
POTABLE WATER
TREATMENT PLANT
LAYDOWN
AREA
375.36
10
7.8
0
CURTIS DRIVE
1
C-103
NOTES:
1. ALL ELEVATIONS REFERENCED TO CITY
OF REGINA BENCHMARK #629 EL 587.299.
2. BUILDING FLOOR SLAB LOCAL ELEVATION
100.000 = GEODEDIC EL 586.550.
3. ALL DIMENSIONS ARE IN METRES (m)
UNLESS OTHERWISE NOTED.
C
A
N
A
D
I
A
N
P
A
C
I
F
I
C
R
A
I
L
W
A
Y
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
OPOP
PZ
PZ
CURTIS DRIVE
POTABLE WATER
TREATMENT PLANT
BACKWASH WASTE
STORAGE POND
BACKWASH WASTE
SETTLING POND
1.00
259.3 m 150 Ø HDPE FORCEMAIN
38
.6
m
1
50
Ø
H
DP
E F
OR
CE
MA
IN
45.9 m 600 Ø HDPE
10
.1
6
1.00
7.2
6
RWRWRWRWRWRWRWRWRWRWRWRW
FM
FM
FM
XXXXXXXXXXXXXXX
X
XX
XX
XX
XX
XX
X
X X X
X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
D D
D
70.80 43.80
34
.8
0
140.60
8.7
0
STORAGE CELL
FSL VOL= 2306 m
3
FSL DEPTH = 2.1 m
FREEBOARD = 1 m
15
.0
0
DDD
CP
CP
CP
D
D
RWRWRWRWRWRWRWRWRWRWRWRW
RW
RW
RWRWRWRWRWRWRWRWRWRWRWRW
PW
PW
RW
PW
FH
W
W
FMFMFMFMFMFMFMFM
PW
PWPW
PW
SETTLING CELL
FSL VOL = 838 m
3
FSL DEPTH = 2.1m
ICE DEPTH ALLOWANCE = 1 m
SLUDGE DEPTH ALLOWANCE = 0.3 m
EFFECTIVE VOL BETWEEN SLUDGE AND ICE = 220 m
3
2 - 125.0 m 100 Ø HDPE
TO FUTURE WELLS 3 AND 4
WELL 1
PW1-2016
TOP OF PIPE
EL 582.46
FUEL STORAGE
WELL 2
PW2-2016
TOP OF PIPE
EL 581.74
4 - BOLLARDS
SPACED 2 m
APART
2 - BOLLARDS
SPACED 2 m
APART
CONTROL STRUCTURE
LIFT STATION
DOMESTIC
WASTEWATER
HOLDING TANK
32.5 m 100 Ø HDPE149.0 m 100 Ø HDPE
TO PW2-2016
FORCEMAIN INLET
TOP OF PIPE EL 581.95
2 - BOLLARDS
SPACED 2 m
APART
OVERHEAD
TRUCK FILL
HYDRANT
FLANGE EL 585.68
0.5 m SPACING BETWEEN PIPES
MECHANICAL UNIT
SPLASH
PADS, TYP
6 - REQ'D
SUMP, TYP
NON-POTABLE TRUCK FILL
3 - BOLLARDS
SPACED 2 m
APART
600 Ø TEE W/ BLIND FLANGE FOR FUTURE USE
REMOVABLE
BOLLARD
600 Ø FLANGE TO 250 Ø FLANGE
250 Ø GATE VALVE
250 Ø BLIND FLANGE
500 Ø GATE VALVE
600 x 500 Ø REDUCER
4
C-501
1
C-502
1
C-503
4
C-506
1
C-503
4
C-506
4
C-506
5
C-505
5
C-502
3
C-501
4
C-502
4
C-506
1
M-501
21
.5
m
6
00
Ø
H
DP
E
P:\20134229\02_P
otable_W
ater\W
orking_D
wgs\100_C
ivil\4229-02-C
-102.dw
g
DA
TE
: 2019-05-21, E
lizabeth W
ollbaum
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
1922 Park Street, Regina, Saskatchewan, S4N 7M4
Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THAT
SUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT OR
REPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTS
THE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARK
POTABLE WATER TREATMENT PLANT
AND ANCILLARY WORKS
2013-4229-02
AS SHOWN
CIVIL
SITE WATER PLAN
4229-02-C-102 2
05
116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN
1
C-101
1:250
NOTES:
1. ALL NOMINAL PIPE SIZES ARE IN MILLIMETRES (mm) UNLESS
OTHERWISE NOTED.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
3. MINIMUM DEPTH TO TOP OF PIPE IS 2.7 m.
OP OP OP OP OP
OP
OP
OP
OP
OP
OP
OP OP OP OP OP OP OP OP OP OP OP OP
G
GG
G
GG
GG
GG
G G G G G G G G G G G G
G
GG
G
G
FHFH
FH
OP
OP
OP
OP
OP
OP OP OP OP OP OP OP OP
OP
OP
OP
T
TT
TT
TT
T
T
T
T T T T
T
T
T
TT
TT
TTT
T
T
T
T
T
T
TT
TT
TT
FH
FH
PWPW
FH
GG
GG
GG
GG
PWPW
PW
PWPWPWPWPWPWPWPWPWPWPWPWPW
FMFM
FMFM
PWPW
PW PWPWPWPWPWPWPWPWPWPWPWPW
SHERWOOD ROAD
PASQ
UA
STR
EET
NO
RTH
454.8 m 400 Ø HDPE
127.
2 m
500
Ø H
DPE
268.
7 m
150
Ø H
DPE
FO
RC
EMAI
N
24.48
4.18
EXISTING 250 Ø PVC
IND
UST
RIA
LD
RIV
E
P:\2
0134
229\
02_P
otab
le_W
ater
\Wor
king
_Dw
gs\1
00_C
ivil\
4229
-02-
C-1
03.d
wg
DAT
E: 2
019-
05-2
1, R
icha
rd Z
epic
k
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF N
OT
50 m
m A
DJU
ST S
CAL
ESSC
ALE(
S) S
HO
WN
AR
E IN
TEN
DED
FO
R A
NSI
D (2
2X34
) SIZ
E D
RAW
ING
S, T
ABLO
ID (1
1X17
) SIZ
E D
RAW
ING
S AR
E 1/
2 O
F SC
ALE(
S) S
HO
WN
UN
LESS
NO
TED
OTH
ERW
ISE
SCALE:
50 m
m
1922 Park Street, Regina, Saskatchewan, S4N 7M4Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THATSUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT ORREPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTSTHE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARKPOTABLE WATER TREATMENT PLANTAND ANCILLARY WORKS2013-4229-02
AS SHOWN
CIVILNORTH WATER PLAN
4229-02-C-103 2 06 116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN1C-101
1:1000
FORCEMAIN OUTFALL
1C-105
25.50
4.00
2C-105
3C-105
3C-502
EXISTING ASPHALT PAVEMENT
4.60
NOTES:
1. ALL NOMINAL PIPE SIZES ARE IN MILLIMETRES (mm) UNLESSOTHERWISE NOTED.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN AREAPPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
3. MINIMUM DEPTH TO TOP OF PIPE IS 2.7 m.
FH
FH
PWPWPWPWPW
PWPWPWPWPW
PWPWPWPWPWPWPW
CS
PWPW
PWPW
PWPW
PW
639.1 m 200 Ø HDPE
4C-105
1C-106
5C-105
PW PW PW PW PW PW PW PW PW
PW
PW
PW
PW
PWPW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
GGGGGGG
GGGGGGG
GG
GG
GG
GG
GG
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
OPOP
OP
OPOP
OP OP OP OP OP OP OP OP OP OP OP OP OP OP
OP
OP
OP
P
FH
XX
XX
XX
XX
XX
XX
XX
XX
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
OP
T
UT
UT
UT
UT
UT
UT
UT
UT
FH
PWPW
PW
P:\2
0134
229\
02_P
otab
le_W
ater
\Wor
king
_Dw
gs\1
00_C
ivil\
4229
-02-
C-1
04.d
wg
DAT
E: 2
020-
05-0
6, R
icha
rd Z
epic
k
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF N
OT
50 m
m A
DJU
ST S
CAL
ESSC
ALE(
S) S
HO
WN
AR
E IN
TEN
DED
FO
R A
NSI
D (2
2X34
) SIZ
E D
RAW
ING
S, T
ABLO
ID (1
1X17
) SIZ
E D
RAW
ING
S AR
E 1/
2 O
F SC
ALE(
S) S
HO
WN
UN
LESS
NO
TED
OTH
ERW
ISE
SCALE:
50 m
m
1922 Park Street, Regina, Saskatchewan, S4N 7M4Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THATSUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT ORREPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTSTHE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARKPOTABLE WATER TREATMENT PLANTAND ANCILLARY WORKS2013-4229-02
AS SHOWN
CIVILSOUTH WATER PLAN
4229-02-C-104 2 07 116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN1C-101
1:500
CANADIAN P
ACIFIC R
AILWAY
PASQUA STREET NORTH
1.95
HDD INSTALLATION621.6 m
EXISTINGBOOSTER STATION
NOTES:
1. ALL NOMINAL PIPE SIZES ARE IN MILLIMETRES (mm) UNLESSOTHERWISE NOTED.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN AREAPPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
3. MINIMUM DEPTH TO TOP OF PIPE IS 2.7 m.
HOT-TAP TIE-IN TO EXISTING 150 Ø PVCWITH ROBAR 6606 TAPPING SADDLE
150 Ø GATE VALVE
200 x 150 Ø HDPE REDUCER 200 GATE VALVE
200 x 200 x 200 Ø TEE
SAKU
ND
IAK
DR
OP OP OP OP OP OP OP
G G G
GG
GG
GG
G
GGGG
G
OP
OP
OP
OP
OP
T
T
T
T
TTTT
TT
T
TT
T T
TT
TT
TT
TT
T
GG
GG
PWPWPWPWPWPW
PWPW
PWPW
PW
PW PW PW PW PWPW66.3 m 600 Ø HDPE
429.9 m 400 Ø HDPE
126.
3 m
500
Ø H
DPE
4.30
5.53
500 x 500 Ø HDPE CROSS
500 x 400 Ø HDPE REDUCER
400 Ø GATE VALVE
GRAVEL
TRANSITION FROMASPHALT TO GRAVEL
PAVE
MEN
T
400 Ø GATE VALVE
500 x 400 Ø HDPE REDUCER
600 x 500 Ø HDPE REDUCER
OPEN CUT CROSSING
OPEN CUT CROSSING
PWPWPW
GG
GG
GG
G
G
TT
TT
TT
T
T
T
T
T
T
PWPW
PWPW
4.32
REMOVE EXISTING TAPPED BLIND FLANGE,SALVAGE EXISTING 250 Ø GATE VALVE
AND CONNECT NEW 500 Ø GATE VALVE TOEXISTING UNIFLANGE ADAPTER
500 x 250 Ø TEE
REMOVEEXISTINGABANDONED500 Ø MAIN
PAVEMENT
126.
3 m
500
Ø H
DPE
250 Ø GATE VALVE250 Ø ROMAC ALPHA COUPLING
G G G G G G
OP OP OP OP OP OP
TTTT
T
PW
PWPWPWPWPWPW
PWPW
PW
PWPW
429.9 m 400 Ø HDPE 4.27
400 x 300 Ø HDPE REDUCER
PAVE
MEN
T
400 Ø GATE VALVE
300 Ø AC
OPEN CUT ROAD CROSSING
250 Ø PVC
400 Ø HDPE TEE
400 x 300 HDPE REDUCER
300 Ø GATE VALVE
TIE INTO EXISTING 300 Ø AC WITHFLANGE BY SLEEVE COUPLING
XX
XX
XX
UT
UT
UT
FH
PWPW
PWPW
PWPW
PW
PW
GGGGGGGG
GGGGGGGGG
OPOPOPOPOPOPOPOP
OP
OP
OP
OP
OP
FHFH
PWPW
PWPWPWPWPWPW
CS
PW
HOT-TAP TIE-IN TOEXISTING 500 Ø STEELW/ ROBAR 6606TAPPING SADDLE
639.1 m 200 Ø HDPE
639.
1 m
200
Ø H
DPE
200 Ø GATE VALVE
5.04
4.25
PAVE
MEN
T
OPEN CUT ROADCROSSING
50 Ø COUPLING
50 Ø CURB STOP
50 Ø HDPE
150 Ø HDPE
200 x 200 x 150 Ø TEE
CAP EXISTING 150 Ø PIPE
P:\2
0134
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02_P
otab
le_W
ater
\Wor
king
_Dw
gs\1
00_C
ivil\
4229
-02-
C-1
05.d
wg
DAT
E: 2
020-
05-0
6, R
icha
rd Z
epic
k
DRAWING REVISION
DESCRIPTIONDRAWNDESIGNDATEREV
SHEET
IF N
OT
50 m
m A
DJU
ST S
CAL
ESSC
ALE(
S) S
HO
WN
AR
E IN
TEN
DED
FO
R A
NSI
D (2
2X34
) SIZ
E D
RAW
ING
S, T
ABLO
ID (1
1X17
) SIZ
E D
RAW
ING
S AR
E 1/
2 O
F SC
ALE(
S) S
HO
WN
UN
LESS
NO
TED
OTH
ERW
ISE
SCALE:
50 m
m
1922 Park Street, Regina, Saskatchewan, S4N 7M4Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THATSUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THANCHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONALAND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT ORREPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTSTHE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARKPOTABLE WATER TREATMENT PLANTAND ANCILLARY WORKS2013-4229-02
AS SHOWN
CIVILWATER PLANTIE-IN DETAILS
4229-02-C-105 2 08 116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN1C-103
1:200 PLAN2C-103
1:200
PLAN3C-103
1:200
SHERWOODROAD
SHERWOOD ROAD
PASQ
UA
STR
EET
NO
RTH
PASQ
UA
STR
EET
NO
RTH
PLAN4C-104
1:200 PLAN5C-104
1:200
PASQUA STREET NORTH
CURTIS DRIVE
0.86
1.63
200
Ø H
DPE
500 Ø STEEL
NOTES:
1. ALL NOMINAL PIPE SIZES ARE IN MILLIMETRES (mm) UNLESSOTHERWISE NOTED.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN AREAPPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACTLOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
3. MINIMUM DEPTH TO TOP OF PIPE IS 2.7 m.
ACTUAL LOCATION OF300 Ø AC MAIN TO WEST
HYDRANT
150 Ø GATE VALVE50 Ø ELECTRO-FUSION
TAPPING SADDLE
200 x 200 x 150 Ø TEE
150 Ø GATE VALVE
HYDRANT
200
Ø H
DPE
200 Ø GATE VALVE
IND
UST
RIA
L D
RIV
E
SAKU
ND
IAK
DR
PROPERTY LINE
PASQUA STREET NORTH
SIGNAL
SIGNAL
+0
80
0
+1
00
0
+1
20
0
+1
40
0
+1
60
0
+1
80
0
200 x 150 Ø REDUCER
2.3
1
BH 18-102
BH 18-101
P
W
P
W
P
W
GG
GG
GG
GG
GG
GG
GG
G
GGGGGGGGGGGGGGG
GG
G
O
P
OP
P
P
P
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
200 x 150 Ø REDUCER
3
-
1
3
1
°
150 Ø HDPE W/ 300 Ø STEEL CASING
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PWPW
BH
18-1
02
BH
18-1
01
PW
P
W
P
W
P
W
P
W
GG
G
G
G G G
G
G
OP
OP
OP
OP
OP
OP
P
FH
G
XX
T
OPOP
OPOP
T
UT
FH
T
OP
OP
FH
FH
PW
PW
PW
CS
PW
587
588
589
590
591
592
593
587
588
589
590
591
592
593
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+185
CE
NT
ER
LIN
E O
F T
RA
CK
0+
10
2.3
73
CE
NT
ER
LIN
E O
F T
RA
CK
0+
10
8.6
37
CE
NT
ER
LIN
E O
F T
RA
CK
0+
11
7.7
91
CE
NT
ER
LIN
E O
F T
RA
CK
0+
12
5.0
00
SIG
NA
L
0+
13
0.0
00
GROUND AT AS-BUILT
CROSSING ALIGNMENT
150 Ø
HD
PE
W
/ 300 Ø
ST
EE
L C
AS
ING
ZPTL
ZPTL
ENTRY PIT NORTH
WALL (STRAIGHT CUT)
ENTRY PIT SOUTH WALL (STRAIGHT CUT)
END SEAL, TYP
1
1.5
1
1.5
200 X 150 Ø REDUCER
63.6
7
200 x 150 Ø REDUCER
3.1
m
T
O
T/O
C
AS
IN
G
6.26 9.15 7.2120.12
2.00
12.65
2.00
3.2
m
T
/O
C
AS
IN
G
TO
B
AS
E O
F R
AIL
3.3
m
T
/O
C
AS
IN
G
TO
B
AS
E O
F R
AIL
3.3
m
T
/O
C
AS
IN
G
TO
B
AS
E O
F R
AIL
3.3
m
T
/O
C
AS
IN
G
TO
B
AS
E O
F R
AIL
17.65
MILE 5.54
LANIGAN SUB.
BH 18-101
GROUND ELEV. 591.720
DEPTH 10.7 m
BH 18-102
GROUND ELEV. 589.587
DEPTH 11.2 m
END BOREHOLE
ELEV. 581.020
END BOREHOLE
ELEV. 578.387
SIGNAL
588
589
590
591
592
593
594
588
589
590
591
592
593
594
0+010 0+020 0+030 0+040
TOP OF RAIL
MILE 5.54
LANIGAN SUB.
BH 18-101
GROUND
ELEV. 591.720
DEPTH 10.7 m
BH 18-102
GROUND ELEV. 589.587
DEPTH 11.2 m
END BOREHOLE
ELEV. 581.020
END BOREHOLE
ELEV. 578.387
3.3
m
T
/O
C
AS
IN
G
TO
B
AS
E O
F R
AIL
P:\20134229\02_P
otable_W
ater\W
orking_D
wgs\100_C
ivil\4229-02-C
-106.dw
g
DA
TE
: 2019-08-28, E
lizabeth W
ollbaum
RM OF SHERWOOD NO. 159
SHERWOOD INDUSTRIAL PARK
POTABLE WATER TREATMENT PLANT
AND ANCILLARY WORKS
2013-4229-02
AS SHOWN
CIVIL
RAILWAY CROSSING
4229-02-C-106 4
09
116
0 2017MAR24 C. REESE C. GEIGER ISSUED FOR TENDER
1 2017JUL03 C. REESE C. ARCHER ISSUED FOR CONSTRUCTION
2 2018JUL20 C.REESE C.ARCHER
ISSUED FOR CP CROSSING
APPROVAL
3 2018AUG27 C. REESE C. ARCHER
REVISED ISSUED FOR
CROSSING APPROVAL
4 2019AUG30 C. REESE A. MOLYNEAUX ISSUED FOR RECORD
PLAN
1
C-104
1:250
NOTES:
1. EXISTING GROUND ELEVATIONS TAKEN FROM PRELIM SURVEY. ALL
ELEVATIONS AND DEPTHS OF PIPE TO BE FIELD CONFIRMED DURING
CONSTRUCTION.
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE
APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR
SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
ALL UNDERGROUND UTILITIES.
3. CASING PIPE WILL BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING, NO
SURFACE GROUND DISTURBANCE WITHIN CANADIAN PACIFIC RAILWAY ROW.
CARRIER PIPE WILL BE PUSHED THROUGH CASING PIPE.
4. PIPE WILL MAINTAIN SAME GRADE FOR ENTIRE CROSSING.
5. CROSSING TO BE CONSTRUCTED, MAINTAINED, AND OPERATED IN
ACCORDANCE WITH TRANSPORT CANADA STANDARD TC E-10, STANDARDS
RESPECTING PIPELINE CROSSING UNDER RAILWAYS, SASKPOWER AND
SASKTEL CROSSING AGREEMENTS.
6. COMMENCEMENT OF WORK TO BE COORDINATED WITH CANADIAN PACIFIC
RAILWAY, SASKATCHEWAN MINISTRY OF HIGHWAYS AND RM OF SHERWOOD.
7. ENTRY AND EXIT PITS TO HAVE SLOPED END WALLS AND STRAIGHT - CUT
SIDE WALLS TRENCH BOX.
PIPE SPECIFICATIONS
CARRIER PIPE
OUTER DIAMETER 168 mm
WALL THICKNESS 10 mm
SPECIFICATION HDPE DR17 AWWA C906
DIRECTION OF FLOW NORTH TO SOUTH
JOINTS BUTT FUSED
OPERATING PRESSURE
379 kPa (55 PSI)
MATERIAL TO BE CONVEYED POTABLE WATER
CASING PIPE
OUTER DIAMETER 324 mm
WALL THICKNESS 9.5 mm
SPECIFICATION STEEL CSA3-2245.1 GRADE 241
EXTERNAL COATING NONE
MINIMUM YIELD STRENGTH 241 MPa
ENDS SEALED YES
SPACERS (CASING / CARRIER)
YES
CATHODIC PROTECTION NO
INSTALLATION METHOD HDD
PROFILE
2
-
H 1:250 V 1:50
PA
SQ
UA
S
TR
EE
T N
OR
TH
C
A
N
A
D
I
A
N
P
A
C
I
F
I
C
R
A
I
L
W
A
Y
PIPE CROSSING
UTM 13N COORDINATES
N: 5596714.00 m
E: 525445.00 m
MILE 5.54
LANIGAN SUB.
KEY PLAN
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
SECTION
3
-
H 1:250 V 1:50
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
1922 Park Street, Regina, Saskatchewan, S4N 7M4
Ph: 306 721 2466 Fax: 306 721 2474
www.ae.ca
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY <SELECT REGION>,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND <SELECT REGION> DOES NOT WARRANT OR REPRESENT THAT
SUCH INFORMATION IS ACCURATE OR REPRESENTS THE ORIGINAL
DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
THE INFORMATION CONTAINED ON THIS DRAWING, OTHER THAN
CHANGES MADE BY ASSOCIATED ENGINEERING (SASK) LTD.,
ORIGINATED FROM SOURCES OTHER THAN THE DESIGN PROFESSIONAL
AND ASSOCIATED ENGINEERING (SASK) LTD. DOES NOT WARRANT OR
REPRESENT THAT SUCH INFORMATION IS ACCURATE OR REPRESENTS
THE ORIGINAL DESIGN AS CONTAINED IN THE CONTRACT DOCUMENTS.
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