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
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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
R
I
N
G
R
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.
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.
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.
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.