lamerton avenue - coquitlam
TRANSCRIPT
1+00
1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80
BR
ISB
AN
E
LAM
ER
TO
N A
VE
NU
E
CO
MO
LA
KE
AV
E.
GATENSBURY ST.
AV
EN
UE
| | | | | | | | | | | | | |W W W W W W W W W W W W
148
149
150
151
152
153
154
155
156
157
158
159
160
0+80
1+00
1+20
1+40
1+60
1+80
2+00
2+20
2+40
2+60
2+80
3+00
3+20
3+40
3+60
3+80
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
File:
20GATENS10152637C1
GATENSBURY STREET
COMO LAKE AVENUE TO PORT MOODY
WATER MAIN REPLACEMENT
1:500 1:50
1 OF 3
RD 21 OCT/2020
8.5m
8.0m
8.5m
8.5m
5.4m
9.5m
PR. 150Ø D.I. WAT.PR. 150Ø D.I. WAT.PR. 150Ø D.I. WAT.
150Ø
TIE-IN TO EXIST. 200Ø WATER1-150Ø MECH COUPLING1-200H x H 45° BEND1-200F x H 45° BEND1-200F x 150H REDUCERc/w SPOOL PIECECAP AND ABANDON EXIST. WAT.
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDS1-150Ø MECH. COUPLINGc/w SPOOL PIECES1-150H x 150H x 150F TEE1-150F x H GATE VALVE1-HYDRANT ASSEMBLYCAP AND ABANDON EXIST.WATER MAIN.ALL RESTRAINED.
1-150H x 150F x 150F TEE2-150F x H GATE VALVESALL RESTRAINED
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDS1-150Ø MECH. COUPLINGc/w SPOOL PIECESCAP AND ABANDON EX. WAT.ALL RESTRAINED.
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDS1-150Ø MECH. COUPLINGc/w SPOOL PIECES1-150H x 150H x 150F TEE1-150F x H GATE VALVE1-HYDRANT ASSEMBLYCAP AND ABANDON EXIST.WATER MAIN.ALL RESTRAINED.
1-150H x 150F x 150F x 150F CROSS3-150F x H GATE VALVES1-150H x H 45° BENDc/w SPOOL PIECESALL RESTRAINED
RENEW EX. 50mmWATER SERVICE
PRESSURE AND BACTERIAL TESTING IS NOTPERMITTED AGAINST VALVE THAT IS CONNECTED TOAN OPERATIONAL WATER MAIN. USE OF ATEMPORARY BLOW-OFF IS REQUIRED FOR TESTING.
PROP. 581.7m - 150Ø CL. 50 D.I. WATERMAIN
1.0m
MIN
.C
OV
ER
TE
EIN
V. =
154
.98
CR
OS
SIN
V. =
156
.35
45°
HO
R. B
EN
DIN
V. =
152
.44
TIE
-IN
/ 45
° H
OR
. BE
ND
INV
. = 1
52.3
8
160
159
158
157
156
155
154
153
152
151
150
149
148
01:500
10 30m
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
1. 18 FEB/2021 RD ISSUED FOR TENDER
3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80
GATENSBURY STREET
BA
YV
IEW
SQ
UA
RE
RID
GE
C
OU
RT
WIL
LOW
W
AY
CR
ES
T C
OU
RT
HA
RB
OU
R D
RIV
E
SU
MM
IT D
RIV
E
TIL
ST
ON
CR
T.
| | | | | | | | | | | | | | | | |W W W W W W W W W
148
149
150
151
152
153
154
155
156
157
158
159
160
3+80
4+00
4+20
4+40
4+60
4+80
5+00
5+20
5+40
5+60
5+80
6+00
6+20
6+40
6+60
140
141
142
143
144
145
146
147
148
149
150
151
152
6+60
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
File:
20GATENS10152637C1
GATENSBURY STREET
COMO LAKE AVENUE TO PORT MOODY
WATER MAIN REPLACEMENT
1:500 1:50
2 OF 3
RD 21 OCT/2020
01:500
10 30m
8.0m
8.5m
8.5m
6.0m 8.0m
8.5m
8.5m
PR. 150Ø D.I. WAT.
150Ø
PR. 150Ø D.I. WAT. PR. 150Ø D.I. WAT. PR. 150Ø D.I. WAT.
150Ø
150Ø
1-150H x 150H x 150F TEE1-150F x H GATE VALVE1-HYDRANT ASSEMBLY
1-150H x 150F x 150F TEE2-150F x H GATE VALVES1-150Ø MECH. COUPLINGc/w SPOOL PIECEALL RESTRAINEDCAP AND ABANDON EX. WAT.
1-150H x 150H x 150F TEE1-150F x H GATE VALVEALL RESTRAINED
150Ø
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDSc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDSc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
1-150H x 150F x 150F TEE2-150F x H GATE VALVESALL RESTRAINED
1-150H x 150H x 150F TEE1-150F x H GATE VALVEALL RESTRAINED
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDSc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
1-150H x 150H x 150F TEE1-150F x H GATE VALVE1-HYDRANT ASSEMBLY
1-150H x 150F x 150F TEE2-150F x H GATE VALVESALL RESTRAINED
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDSc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
TRANSFERWATER SERVICE
150Ø
160
159
158
157
156
155
154
153
152
151
150
149
148
1.0m
MIN
.
CO
VE
R
PROP. 581.7m - 150Ø CL. 50 D.I. WATERMAIN
VE
RT
. BE
ND
INV
. = 1
57.2
3
HY
DR
AN
TIN
V. =
157
.13
TE
EIN
V. =
156
.83
TE
EIN
V. =
156
.77
TE
EIN
V. =
154
.83
TE
EIN
V. =
154
.45
HY
DR
AN
TIN
V. =
151
.52
TE
EIN
V. =
149
.73
1. 18 FEB/2021 RD ISSUED FOR TENDER
TRANSFERWATER SERVICE
6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+008+20
8+40
8+56
BA
RT
LET
T
BA
YV
IEW
SQ
UA
RE
W W W
W
AV
E.
| | | | | | | |
|
|
W W
GATENSBURY STREET
148
149
150
151
152
153
154
155
156
157
158
159
160
6+60
140
141
142
143
144
145
146
147
148
149
150
151
152
140
141
142
143
144
145
146
147
148
149
150
151
152
6+60
6+80
7+00
7+20
7+40
7+60
7+70
130
131
132
133
134
135
136
137
138
139
140
141
142
130
131
132
133
134
135
136
137
138
139
140
141
142
7+70
7+80
8+00
8+20
8+40
8+60
8+70
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
File:
20GATENS10152637C1
GATENSBURY STREET
COMO LAKE AVENUE TO PORT MOODY
WATER MAIN REPLACEMENT
1:500 1:50
3 OF 3
CB
RD 21 OCT/2020
CB
01:500
10 30m
NOTES:
1. WATER MAINS SHALL BE DUCTILE IRON CLASS 50 CEMENT LINED TOAWWA C104.
V-BIO ENCASE ALL WATER MAINS, VALVES, FITTINGS AND HYDRANT ASSEMBLY (INCLUDING LATERALS, VALVE AND STAND PIPE. INSTALLATION FOLLOWS METHOD A (POLYETHYLENE TUBES) UNDER AWWA C105/A21.5.
BEDDING OF WATERMAIN SHALL BE NO. 3 COURSE SAND COMPACTED 95% M.P.D.
2. WATER SERVICES TO BE INSTALLED IN ACCORDANCE TO COQ-W2BWITH MUNICIPEX INSTEAD OF COPPER WITH #10 AWG TRACER ONEACH SERVICES.
3. ALL NEW CONNECTIONS SHALL HAVE DOUBLE STRAP SADDLES ATTHE MAIN, SHALL HAVE BRASS CURB STOPS - MULLER A631 OREQUIVALENT AND INSTALLED AS PER COQ. STD DWG. W2B.
4. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AS PER MMCD2009 ED. DWG W1.
5. ALL TESTING AND CHLORINATION OF WATERLINES COMPLETED BYTHE GENERAL CONTRACTOR AND WITNESSED BY THE CITY OFCOQUITLAM.
6. FIRE HYDRANTS AS PER MMCD 2009 ED. DWG. W4.
7. EXISTING UTILITY SERVICE CONNECTIONS ARE NOT SHOWN FORCLARITY.
8. GEODETIC ELEVATIONS ARE DERIVED FROM CONVENTIONALOBSERVATIONS OF CONTROL MONUMENT 73H0368 LOCATED ATINTERSECTION OF GATENSBURY STREET AND BRISBANE AVENUE,ELEVATION=157.226m, DATUM IS [CGVD28 (MVRD 2018)].
9. VERTICAL BENDS WILL BE CONSTRUCTED WITH DEFLECTED JOINTS(NO FITTINGS).
10. PRESSURE AND LEAK TESTING NOT ALLOWED AGAINST LIVEVALVES.
11. CLOSE ALL ABANDONED VALVES AND REMOVE RISERS AND VALVEBOXES.
12. ALL RESTORATION OF BOULEVARD GRASS TO BE DONE WITH SODUNLESS OTHERWISE APPROVED BY CONTRACT ADMINISTRATOR.
8.5m
8.5m
PR. 200Ø D.I. WAT
PR. 150Ø D.I. WAT
TIE-IN TO EX. 150Ø WAT.1-150H x H 45° BEND1-150F x H 45° BEND1-200H x 150F REDUCER1-150Ø MECH. COUPLINGc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
200Ø
1-200H x 200H x 150F TEE1-150F x H GATE VALVE1-HYDRANT ASSEMBLY
1-200H x 150F x 200F TEE1-150F x H GATE VALVE1-200F x H GATE VALVEALL RESTRAINED.
1-150H x H 11.25° BENDALL RESTRAINED
1-150H x H 45° BENDSALL RESTRAINED
PR. 200Ø D.I. WAT.PR. 150Ø D.I. WAT.
1-150H x 200F x 150F TEE1-150F x H GATE VALVE1-200F x H GATE VALVEALL RESTRAINED
TIE-IN TO EX. 150Ø WAT.2-150H x H 45° BENDSc/w SPOOL PIECESCAP AND ABANDON EXIST.WATER.
9.0m
8.5m
150Ø
1.0m
MIN
.C
OV
ER
1.0m
MIN
.
CO
VE
R
PROP. 57.2m - 200Ø CL. 50 D.I. WATERMAIN PROP. 117m - 150Ø CL. 50 D.I. WATERMAIN
TE
EIN
V. =
147
.52
HY
DR
AN
TIN
V. =
145
.03
TE
EIN
V. =
143
.78
11.2
5° H
OR
. BE
ND
INV
. = 1
37.3
9
45°
HO
R. B
EN
DIN
V. =
132
.45
TIE
-IN
INV
. = 1
31.2
±
PROP. 581.7m - 150ØCL. 50 D.I. WATERMAIN
TIE-IN TO EX. 150Ø WAT.1-150H x F 45° BEND1-150F x GATE VALVE
1. 18 FEB/2021 RD ISSUED FOR TENDER
1.0m
PIPE WILL BE DEFLECTED ATTHE JOINTS IN ACCORDANCEWITH THE MANUFACTURER'SSPECIFICATIONS.
THERMAL DRIVE WATERMAIN
CITY OF COQUITLAM
3000 GUILDFORD WAY, COQUITLAM, BC V3B 7N2
3.57
T
E
G
L
T
E
G
L
J
D
FD
S S
9.270
UP
W
W
W
W
W
M
H
DCO
20-1
027
- T
HE
RM
AL
DR
IVE
WA
TE
RM
AIN
- IS
SU
ED
FO
R T
EN
DE
R
ISSUED FOR TENDER
DRAWING INDEXSHEET # DWG. TITLE STREET NAME LOCATION RFB DWG. #
00 COVER SHEET
01 DRAWING INDEX PLAN THERMAL DR COMO LAKE AVE TO BAKER DR 20-1027-2-KP1
02 WATERMAIN - PLAN & PROFILE THERMAL DR COMO LAKE AVE TO ULTRA CRT 20-1027-2-W1
03 WATERMAIN - PLAN & PROFILE THERMAL DR ULTRA CRT TO 280M EAST OF ULTRA CRT 20-1027-2-W2
04 WATERMAIN - PLAN & PROFILE THERMAL DR 280M EAST OF ULTRA CRT TO SEYMOUR DR 20-1027-2-W3
05 WATERMAIN - PLAN & PROFILE THERMAL DR SEYMOUR DR TO BAKER DR 20-1027-2-W4
W
WW W
W
W
W
W
WW
W
W
H
H
H
H
H
H
COMO LAKE AVE
THERMAL DR
UL
TR
A C
RT
SEYMOUR
DR
RO
GE
RS
ON
DR
BA
KE
R D
R
TH
ER
MA
L D
R
TH
ER
MA
L D
R
20-
1027
-2-W
1
20-1027-2-W2
20-
1027
-2-W
3
20-1027-2-W4
SE
YM
OU
R D
R
VISTA CRT
DISCLAIMER:This drawing must not be reproduced without the written permission of R.F. Binnie & Associates Ltd.This drawing is not to be used for construction unless it is stamped "ISSUED FOR CONSTRUCTION" and signed by R.F. Binnie & AssociatesLtd. It is the contractor's responsibility to ensure that he is in possession of the latest revision of this drawing.
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
1:20001:2000
File: REV.
AS
LY
MJ
TDB
TENDER
THERMAL DR
COMO LAKE AVE TO BAKER DR
1 2021-02-05 RL ISSUED FOR CONCEPTUAL REVIEW
2 2021-02-19 LY ISSUED FOR 100% DESIGN
3 2021-02-23 LY ISSUED FOR TENDER
20-1027-2-KP1
20-1027
01 05
DRAWING INDEX PLAN
3
BENCHMARK:BENCHMARK:SURVEY CONTROL MONUMENT 73H0332 IN SIDEWALK ON S SIDE OFTHERMAL DR OPPOSITE HOUSE 919 & NEAR INT. OF SEYMORE DR.ELEVATION =160.681 M
SCALE 1:2000
DRAWING INDEX PLAN
PROP. 150m DIA.FIRE HYDRANTCOVERAGE (TYP)
WATER NOTES:
1. WATER MAINS SHALL BE DUCTILE IRON CLASS 50 CEMENT LINED TO AWWAC104.
V-BIO ENCASE ALL WATER MAINS, VALVES, FITTINGS AND HYDRANTASSEMBLY (INCLUDING LATERALS, VALVE AND STAND PIPE.INSTALLATION FOLLOWS METHOD A (POLYMETHYLENE TUBES) UNDERAWWA C105/A21.5.
2. WATER SERVICES TO BE INSTALLED IN ACCORDANCE TO COQ-W2B WITHMUNICIPEX INSTEAD OF COPPER WITH #10 AWG TRACER ON EACHSERVICES. REPLACE ALL WATER SERVICES GREATER THAN 35 YEARS OLDOR OF UNKNOWN AGE. TRANSFER EXISTING WATER SERVICES WHEREPERMITTED.
3. ALL NEW CONNECTIONS SHALL HAVE DOUBLE STRAP SADDLES AT THEMAIN, SHALL HAVE BRASS CURB STOPS - MUELLER A631 OR EQUIVALENTAND INSTALLED AS PER COQ. STD DWG. W2B.
4. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AS PER MMCD 2009 ED.DWG W1.
5. ALL TESTING AND CHLORINATION OF WATERLINES COMPLETED BY THEGENERAL CONTRACTOR AND WITNESSED BY THE CITY OF COQUITLAM.
6. FIRE HYDRANTS AS PER MMCD 2009 ED. DWG. W4.
7. EXISTING UTILITY SERVICE CONNECTIONS ARE NOT SHOWN FOR CLARIFY.
8. GEODETIC ELEVATIONS ARE DERIVED FROM CONVENTIONALOBSERVATIONS OF CONTROL MONUMENT 73H0368 LOCATED ATINTERSECTION OF GATENSBURY STREET AND BRISBANE AVENUE,ELEVATION = 157.266m, DATUM IS [CGVD28 (MVRD 2018)].
9. VERTICAL BENDS WILL BE CONSTRUCTED WITH DEFLECTED JOINTS (NOFITTINGS).
10. PRESSURE AND LEAK TESTING NOT ALLOWED AGAINST LIVE VALVES.
11. CLOSE ALL ABANDONED VALVES AND REMOVE RISERS AND VALVE BOXES.
12. ALL RESTORATION OF BOULEVARD GRASS TO BE DONE WITH SOD UNLESSOTHERWISE APPROVED BY CONTRACT ADMINISTRATOR.
13. ALL WATERMAIN JOINTS TO BE RESTRAINED WITH FIELD LOK GASKETS OR
MJ CONNECTIONS.
14. WHERE HORIZONTAL SEPARATION BETWEEN WATER MAIN AND EITHER ASANITARY OR A STORM SEWER IS LESS THAN 3 METERS, WRAP ALL WATERMAIN JOINTS WITH HEAT SHRINK PLASTIC, OR PACKED WITH COMPOUNDAND WRAPPED WITH PETROLIUM TAPE IN ACCORDANCE WITH THE LATESTVERSION OF AWWA STANDARD C217, AND C214 OR C209.
15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SURVEYOR TO VERIFYTHAT ALL LEGAL SURVEY DIMENSIONS SHOWN ON THE DRAWINGS AGREEWITH THOSE ON THE REGISTERED LEGAL SURVEY PLAN. SHOULD THERE BEANY DISCREPANCIES, THEN IMMEDIATELY NOTIFY THE CONTRACTADMINISTRATOR.
16. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY & HAVE NOT BEEN INDEPENDENTLY VERIFIED BYTHE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREE TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'SFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES.
17. CONTRACTOR SHALL PRE-LOCATE ALL UTILITIES TO CONFIRM LOCATIONSAND ELEVATIONS PRIOR TO CONSTRUCTION.
18. WATERMAIN TO BE CAPPED AT THE END OF EACH DAY TO PREVENT DITCHWATER FROM ENTERING THE PIPELINE. IF DITCH WATER ENTERS THE PIPELINE DURING ANY PART OF THE CONSTRUCTION, THE PIPELINE MUST BESWABBED, DISINFECTED AND TESTED.
5.8m±EX. 114Ø DP GAS
12.6m±EX. 350Ø CI WAT
UNKNOWNEX. 762Ø IP GAS (PERMIT REQUIRED)
UNKNOWNEX. 508Ø IP GAS (PERMIT REQUIRED)
16.3m±EX. 150Ø CI WAT
3.9m
±E
X. 2
00Ø
CO
NC
. ST
M
2.4m
±E
X. 6
0Ø D
P G
AS
2.4m
±E
X. 1
50Ø
CI W
AT
VARIES
EX. 200
Ø A
C SAN
UNKNOWN
EX. 100Ø CI SAN FM
1.8m±
EX. 150Ø CI W
AT
2.1m±
EX. 150Ø CI WAT
3.3m±
EX
. 100Ø C
I WA
T
UNKNOWNEX. HYDRO DUCTS
(APPROVAL REQUIRED)
UNKNOWNEX. STREETLIGHTING
0.9m±EX. 200Ø AC SAN
0.6m±EX. 200Ø CONC. STM
#835
#819
#811
#802 #806
#822
#818
#826
#810
#814
#801
#2150 L
O
T
4
P
L
A
N
N
W
P
2
1
0
4
0
REM LOT 1
PLAN NWP21040
LOT 2
PLAN NWP21040
LO
T A
PL
AN
B
CP
49
92
0
L
O
T
7
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
5
7
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
3
P
L
A
N
N
W
P
2
1
0
4
0
LO
T B
PLA
N B
CP
49920
L
O
T
5
P
L
A
N
N
W
P
2
1
0
4
0
REM LOT A
PLAN NWP21040
L
O
T
5
6
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
6
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
5
5
P
L
A
N
N
W
P
2
1
0
4
0
#2161
W W W
W
W
W
W
W
W
H
H
10.8 ±
6.1 ±
8.6 ±
8.8 ±
9.1 ±
12.4 ±
16.4 ±
15.3 ±
16.0 ±
PROP.
150Ø
WAT
4.0m
2+000 2+020 2+040 2+0602+080
2+100
2+120
2+140
2+16
0
2.2m
7.5m
PR
OP
. 250
Ø D
I WA
T20
.16m
EX
. RO
W
18.29m
EX
. RO
W
0+000
0+0200+030
155
156
157
158
159
160
161
162
163
164
165
155
156
157
158
159
160
161
162
163
164
165
154
155
156
157
158
159
160
161
162
163
164
154
155
156
157
158
159
160
161
162
163
164
2+00
0
2+02
0
2+04
0
2+06
0
2+08
0
2+10
0
2+12
0
2+14
0
2+16
0
EX. GROUNDPROFILE ALONGBASELINE
1.0m MIN. COVER
INV
:159
.540
TE
E, S
TA
:2+
161.
79,
INV
:161
.724
HY
DR
AN
T T
EE
, ST
A:2
+03
4.29
,
INV
:161
.225
11.2
5° H
OR
. BE
ND
, ST
A:2
+06
3.62
,
INV
:160
.921
11.2
5° H
OR
. BE
ND
, ST
A:2
+07
8.15
,
INV
:160
.493
11.2
5° H
OR
. BE
ND
, ST
A:2
+09
8.75
,
INV
:160
.241
11.2
5° H
OR
. BE
ND
, ST
A:2
+11
0.79
,
INV
:159
.813
11.2
5° H
OR
. BE
ND
, ST
A:2
+13
1.03
,
INV
:159
.708
11.2
5° H
OR
. BE
ND
, ST
A:2
+14
2.90
,
INV
:159
.554
11.2
5° H
OR
. BE
ND
, ST
A:2
+16
0.22
,
EX
. 200
Ø A
C S
AN
, IN
V.=
160.
38m
±
EX
. 114
Ø D
P G
AS
INV
. UN
KN
OW
N
EX
. 762
Ø IP
GA
SA
SS
UM
ED
EX
. 508
Ø IP
GA
S,
AS
SU
ME
D
0+00
0
0+02
0
INV
:159
.540
TE
E, S
TA
:0+
002.
17,
INV
:159
.313
HY
DR
AN
T T
EE
, ST
A:0
+01
5.79
,
INV
:159
.242
45°
HO
R. B
EN
D, S
TA
:0+
019.
24,
INV
:159
.228
RE
DU
CE
R, S
TA
:0+
019.
94,
INV
:159
.133
45°
HO
R. B
EN
D, S
TA
:0+
025.
81,
INV
:159
.1±
TIE
IN T
O E
X W
/M, S
TA
:0+
027.
63,
CO
NF
IRM
INV
. PR
IOR
TO
CO
NS
TR
UC
TIO
N
1.0m MIN.COVER
EX. GROUNDPROFILEALONG PIPE CL
EX
. 200
Ø A
C S
AN
, IN
V.=
158.
48m
±
EX
. 150
Ø C
I W
AT
, IN
V. U
NK
NO
WN
PROP. 13.61m - 150ØCL 50 DI W/M @ 2.04%
PROP. 3.45m - 150ØCL 50 DI W/M @ 2.04%
PROP. 5.23m - 100ØCL 50 DI W/M @ 2.04%
PROP. 1.82m - 100ØCL 50 DI W/M @ 2.04%
PROP. 23.70m - 250ØCL 50 DI W/M @ 2.08%
PROP. 13.57m - 250ØCL 50 DI W/M @ 0.13%
PROP. 3.10m - 250ØCL 50 DI W/M @ 19.70%
PROP. 5.50m - 250ØCL 50 DI W/M @ 0.13%
PROP. 17.62m - 250ØCL 50 DI W/M @ 0.44%
PROP. 4.88m - 250ØCL 50 DI W/M @ 0.12%
PROP. 13.94m - 250ØCL 50 DI W/M @ 2.18%
PROP. 19.62m - 250ØCL 50 DI W/M @ 2.18%
PROP. 11.56m - 250ØCL 50 DI W/M @ 2.18%
PROP. 19.62m - 250ØCL 50 DI W/M @ 2.18%
PROP. 11.57m - 250ØCL 50 DI W/M @ 0.91%
PROP. 16.88m - 250ØCL 50 DI W/M @ 0.91%
PROP. 1.54m - 250ØCL 50 DI W/M @ 0.91%
INV
:162
.353
11.2
5° V
ER
. BE
ND
, ST
A:2
+01
7.62
,
INV
:161
.741
11.2
5° V
ER
. BE
ND
, ST
A:2
+02
0.72
,
INV
:161
.717
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+03
9.80
,
MAINTAIN 0.3mSEPARATION
EX. 3EA 230KV HYDROTRANSMISSION DUCTBANK (ASSUMED)
FORTIS INTERMEDIATE PRESSURE (IP) GAS PIPELINE:
1. EX. 508mmØ IP GAS AND 762mmØ IP GAS LINELOCATIONS ARE APPROXIMATE FOR REFERENCEONLY.CONTRACTOR TO PERFORM BC-ONE CALL PRIORTO CONSTRUCTION AND NOTIFY THE APPLICABLEAUTHORITY 3 DAYS PRIOR TO MOBILIZATION ON SITE.
2. ANY PERSON PERFORMING WORK THAT DISTURBSTHE GROUND SURFACE WITHIN 30M OF AINTERMEDIATE PRESSURE PIPE SHALL FOLLOW THE"OIL AND GAS ACTIVITIES ACT REQUIREMENTS".CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALLREQUIRED APPROVALS AND PERMITS FROM FORTIS BC.
BENCHMARK:BENCHMARK:SURVEY CONTROL MONUMENT 73H0332 IN SIDEWALK ON S SIDE OFTHERMAL DR OPPOSITE HOUSE 919 & NEAR INT. OF SEYMORE DR.ELEVATION =160.681 M
CO
MO
LA
KE
AV
E
THERMAL DR
ULTRA CRT
MATCH LINEFOR CONTINUATION SEEDWG. 20-1027-2-W2
1 - HOT-TAP 350Ø x 250Ø TEE1 - 250 H x F GATE VALVE
1 - 250H x 250F x 150H TEE1 - 250 H x F GATE VALVE1 - 150 H x F GATE VALVE
1 - 150 H x H 45° BEND1 - 100 H X H 45° BEND1 - 100H x 150H REDUCER
DISCLAIMER:This drawing must not be reproduced without the written permission of R.F. Binnie & Associates Ltd.This drawing is not to be used for construction unless it is stamped "ISSUED FOR CONSTRUCTION" and signed by R.F. Binnie & AssociatesLtd. It is the contractor's responsibility to ensure that he is in possession of the latest revision of this drawing.
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 24, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
1:501:500
File: REV.
AS
LY
MJ
TDB
TENDER
THERMAL DR
COMO LAKE AVE TO ULTRA CRT
1 2021-02-05 RL ISSUED FOR CONCEPTUAL REVIEW
2 2021-02-19 LY ISSUED FOR 100% DESIGN
3 2021-02-23 LY ISSUED FOR TENDER
20-1027-2-W1
20-1027
02 05
WATERMAIN - PLAN & PROFILE
3
1 - 250H x 250H x 150F TEE1 - 150 H x F GATE VALVE1 - HYDRANT ASSEMBLY
1 - 150H x 150F x 150F TEE2 - 150 H x F GATE VALVES1 - HYDRANT ASSEMBLY
1 - 250 H x H 11.25° BEND
#806LOCATION OF EX.SERVICE UNKNOWN.CONTRACTOR TOCONFIRM IN THE FIELD
#814LOCATION OF EX.SERVICE UNKNOWN.CONTRACTOR TOCONFIRM IN THE FIELD
1 - 150 CAP RESTRAINED TO EX. TEE
ULTRA CRT8.0m
PR
OP
. 250Ø D
I WA
T
TRANSFER ALL EX.SERVICES THIS SIDE (TYP)
CONTRACTOR SHALL PRE-LOCATE AT ALL UTILITYCROSSINGS TO CONFIRM LOCATIONS ANDELEVATIONS OF ALL UNDERGROUNDINFRASTRUCTURE PRIOR TO CONSTRUCTION.IMMEDIATELY NOTIFY THE ENGINEER WHERECONFLICTS EXISTING.
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
BC HYDRO DIRECT BURIED HIGH VOLTAGETRANSMISSION DUCT BANK:
1. EX. BC HYDRO 230kV TRANSMISSION DUCT BANKLOCATION IS APPROXIMATE FOR REFERENCE ONLY.CONTRACTOR TO PERFORM BC-ONE CALL PRIOR TOCONSTRUCTION AND NOTIFY THE APPLICABLEAUTHORITY 3 DAYS PRIOR TO MOBILIZATION ON SITE.
2. BC HYDRO TRANSMISSION ENGINEERING APPROVALIS REQUIRED PRIOR TO COMMENCEMENT OF WORKWHEN CROSSING UNDER THE DIRECT BURIEDTRANSMISSION DUCT. CONTRACTOR IS RESPONSIBLEFOR OBTAINING ALL REQUIRED APPROVALS ANDPERMITS FROM BC HYDRO FOR PROPOSED WORKWITHIN 10m OF THE DIRECT BURIED HIGH VOLTAGETRANSMISSION DUCT BANK.
UN
KN
OW
NE
X. 1
00Ø
CI S
AN
FM
2.1m
±E
X. 1
50Ø
CI W
AT
UN
KN
OW
N
EX
. 100
Ø C
I SA
N F
M
2.4m
±
EX
. 150
Ø C
I WA
T
VA
RIE
S
EX
. 200
Ø A
C S
AN
2.1m
±
EX
. 150
Ø C
I WA
T
2.4m
±
EX. 150
Ø
CI WAT
3.9m
±E
X. 2
00Ø
CO
NC
. ST
M
2.4m
±E
X. 6
0Ø D
P G
AS
3.9m
±
EX
. 200
Ø C
ON
C. S
TM2.
4m±
EX
. 60Ø
DP
GA
S
UNKNOW
N
EX. 100
Ø C
I SAN F
M
0.9m±EX. 200Ø AC SAN
0.6m±EX. 450Ø CONC. STM
0.8m±EX. 200Ø AC SAN
1.0m±EX. 450Ø CONC. STM
#879
#881
#877
#845
#885
#855 #871#859#863
#842 #846
#862
#878
#874
#882
#870
#854 #866#858#850
#867
#849#847
#873
LOT 54
PLAN NWP21040
L
O
T
2
1
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
4
3
P
L
A
N
N
W
P
2
1
0
4
0
LOT 51
PLAN NWP21040
L
O
T
2
0
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
4
5
P
L
A
N
N
W
P
2
1
0
4
0
LOT 52
PLAN NWP21040
LOT 50
PLAN NWP21040
LOT 12
PLAN NWP21040
LO
T
18
P
LA
N
N
W
P
21040
L
O
T
4
6
P
L
A
N
N
W
P
2
1
0
4
0
LOT 13
PLAN NWP21040
LOT 48
PLAN NWP21040
LOT 53
PLAN NWP21040
LOT 17
PLAN NWP21040
L
O
T
4
4
P
L
A
N
N
W
P
2
1
0
4
0
LOT 49
PLAN NWP21040
L
O
T
1
9
P
L
A
N
N
W
P
2
1
0
4
0
LOT 11
PLAN NWP21040
LOT 14
PLAN NWP21040
LOT 16
PLAN NWP21040
L
O
T
4
2
P
L
A
N
N
W
P
2
1
0
4
0
LOT 15
PLAN NWP21040
LO
T
47
P
LA
N
N
W
P
21040
W W W W W W W W W
W
W
W
W
W
W
W
H
3.6 ± 7.0 ± 9.8 ± 9.7 ± 9.7 ± 11.1 ±
4.2 ±11.7 ±
11.6 ±
8.6 ±
10.0 ± 3.5 ± 9.3 ± 9.9 ± 9.8 ± 2.2 ± 9.6 ±
10.3 ±
2.4 ±
4.6 ±
10.2 ±
1.2 ±
10.9
±
7.5m
PR
OP
. 250
Ø D
I WA
T
20.2
0mE
X. R
OW
1.4m
2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+3202+340
2+360
2+380
2+400
2+420
2+440
EX. ROW
157
158
159
160
161
162
163
164
165
166
167
157
158
159
160
161
162
163
164
165
166
167
2+18
0
2+20
0
2+22
0
2+24
0
2+26
0
2+28
0
2+30
0
2+32
0
2+34
0
2+36
0
2+38
0
2+40
0
2+42
0
EX. GROUNDPROFILE ALONGBASELINE 1.0m MIN.
COVER
INV
:159
.998
HY
DR
AN
T T
EE
, ST
A:2
+29
8.80
,
INV
:165
.041
25m
m D
OU
BLE
AC
TIN
G A
IR V
ALV
E, S
TA
:2+
420.
84,
PROP. 64.88m - 250ØCL 50 DI W/M @ 0.44%
PROP. 13.96m - 250ØCL 50 DI W/M @ 7.12%
PROP. 17.79m - 250ØCL 50 DI W/M @ 3.57%
PROP. 22.64m - 250ØCL 50 DI W/M @ 1.48%
PROP. 14.85m - 250ØCL 50 DI W/M @ 1.77%
PROP. 17.62m - 250ØCL 50 DI W/M @ 0.44%
PROP. 27.78m - 250ØCL 50 DI W/M @ 7.13%
PROP. 24.99m - 250ØCL 50 DI W/M @ 0.47%
PROP. 22.85m - 250ØCL 50 DI W/M @ 3.57%
PROP. 18.86m - 250ØCL 50 DI W/M @ 1.48%
PROP. 28.80m - 250ØCL 50 DI W/M @ 2.44%
INV
:164
.705
11.2
5° H
OR
. BE
ND
, ST
A:2
+39
8.56
,
INV
:163
.789
11.2
5° H
OR
. BE
ND
, ST
A:2
+36
2.50
,
INV
:161
.978
11.2
5° H
OR
. BE
ND
, ST
A:2
+32
6.29
, INV
:162
.973
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+34
0,
INV
:164
.425
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+38
0,
INV
:159
.463
11.2
5° H
OR
. BE
ND
, ST
A:2
+17
9.91
,
INV
:159
.296
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+27
0,
EX
. 450
Ø C
ON
C. S
TM
, IN
V.=
158.
57m
±
EX
. 200
Ø A
C S
AN
, IN
V.=
157.
99m
±
INV
:159
.179
TE
E, S
TA
:2+
245.
01,
WRAP ALL JOINTSPER NOTE 4
BENCHMARK:BENCHMARK:SURVEY CONTROL MONUMENT 73H0332 IN SIDEWALK ON S SIDE OFTHERMAL DR OPPOSITE HOUSE 919 & NEAR INT. OF SEYMORE DR.ELEVATION =160.681 M
MATCH LINE
FOR CONTINUATION SEEDWG. 20-1027-2-W
3
THERMAL DR
MAT
CH
LIN
EFO
R C
ON
TIN
UAT
ION
SEED
WG
. 20-
1027
-2-W
1
DISCLAIMER:This drawing must not be reproduced without the written permission of R.F. Binnie & Associates Ltd.This drawing is not to be used for construction unless it is stamped "ISSUED FOR CONSTRUCTION" and signed by R.F. Binnie & AssociatesLtd. It is the contractor's responsibility to ensure that he is in possession of the latest revision of this drawing.
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
1:501:500
File: REV.
AS
LY
MJ
TDB
TENDER
THERMAL DR
ULTRA CRT TO 280M EAST OF ULTRA CRT
1 2021-02-05 RL ISSUED FOR CONCEPTUAL REVIEW
2 2021-02-19 LY ISSUED FOR 100% DESIGN
3 2021-02-23 LY ISSUED FOR TENDER
20-1027-2-W2
20-1027
03 05
WATERMAIN - PLAN & PROFILE
3
1 - 250H x 250F x 150F TEE1 - 150Ø H x F GATE VALVE1 - 250Ø H x F GATE VALVE1 - HYDRANT ASSEMBLY
PROP. AIR VALVEPER CITY OF COQSTD. COQ-W6
PROP. BLOW-DOWN CHAMBER PER MMCD W9c/w 150Ø SERIES 709 OS&Y DOUBLE CHECK VALVE BACKFLOWPREVENTER ASSEMBLY (DCVA) c/w TWO OSY SHUTOFFS ANDSTRAINER AS SUPPLIED BY WATTS, MODEL 3152.
1800Ø MH CHAMBER c/w FLAT BOTTOM BASE AND C42 FRAMEAND COVER MARKED "WATERWORKS" AND 150MMØ DI TOWATERWORKS CHAMBER DRAIN MANHOLE. 100MMØ SDR 28DRAIN INVERT SET AT BOTTOM OF MH ELEVATION c/wBACKWATER VALVE AND CONNECT TO NEARBY STORM SEWER.
#847LOCATION OFEX. SERVICEUNKNOWN.CONTRACTORTO CONFIRM INTHE FIELD
1 - 250H x 250H x 150F TEE (4.5 O'CLOCK)1 - 150F x F 45° VERTICAL BEND1 - 150 F x H GATE VALVE2 - 150 F x H 45° HORIZONTAL BENDS2 - 150Ø W.M. PIPE LENGTHS TO SUIT c/w TIE-RODS
PROP. 1050Ø WATERWORKSCHAMBER DRAIN MANHOLEC/W 150Ø PVC DR35 DRAIN @MIN 1.0% TO EXISTING 450ØSTORM SEWER AND FLAPGATE AS PER MMCD STD. W10
1 - 250 H x H 11.25° BEND
TRANSFER ALL EX.SERVICES THISSIDE (TYP)
CONTRACTOR SHALL PRE-LOCATE AT ALL UTILITYCROSSINGS TO CONFIRM LOCATIONS ANDELEVATIONS OF ALL UNDERGROUNDINFRASTRUCTURE PRIOR TO CONSTRUCTION.IMMEDIATELY NOTIFY THE ENGINEER WHERECONFLICTS EXISTING.
REINSTATE EX. CB AS REQUIRED1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
2.4m
±E
X. 1
50Ø
CI W
AT
2.4m
±E
X. 1
50Ø
CI W
AT
5.5m
±E
X. 2
00Ø
AC
SA
N
UN
KN
OW
NE
X. 1
00Ø
CI S
AN
FM
2.4m±
EX. 150Ø C
I WAT
6.3m±
EX. 200Ø AC
SAN
6.2m±
EX. 200Ø AC SAN3.4m±
EX. 150Ø C
I WAT
4.5m±
EX. 200Ø
CO
NC
. STM
2.4m±
EX. 60Ø D
P GAS
3.9m
±E
X. 2
00Ø
CO
NC
. ST
M
2.4m
±E
X. 6
0Ø D
P G
AS
0.6m±
EX. 375Ø CONC. STM
0.9m±EX. 200Ø AC SAN
0.8m±EX. 300Ø CONC. STM
#915
#917
#895 #909#891
#887
#919
#913#899 #901 #905
#914
#916
#920
#924
#910
#886#882
#890 #906#898 #902#894
#923
LOT 37
PLAN NWP21040
L
O
T
2
1
P
L
A
N
N
W
P
2
1
0
4
0
LOT 36
PLAN NWP21040
L
O
T
8
0
P
L
A
N
N
W
P
2
5
4
7
3
LOT 27
PLAN NWP21040
LO
T 2
3
PLA
N N
WP
21040
LOT 38
PLAN NWP21040
LOT 28
PLAN NWP21040
L
O
T
7
0
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
8
1
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
3
4
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
2
9
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
3
2
P
L
A
N
N
W
P
2
1
0
4
0
L
O
T
3
3
P
L
A
N
N
W
P
2
1
0
4
0
LOT 25
PLAN NWP21040
LOT 157
PLAN NWP29003
L
O
T
3
1
P
L
A
N
N
W
P
2
1
0
4
0
LOT 39
PLAN NWP21040
L
O
T
4
1
P
L
A
N
N
W
P
2
1
0
4
0
LOT 26
PLAN NWP21040
L
O
T
3
0
P
L
A
N
N
W
P
2
1
0
4
0
P
L
A
N
N
W
P
2
1
0
4
0
LO
T 4
0
PLA
N N
WP
21040
L
O
T
2
2
P
L
A
N
N
W
P
2
1
0
4
0
LOT 35
PLAN NWP21040
W
W
W W W W W W W W
W
W
W
W
W
W
W
H
H
8.6 ±
5.9 ±
8.2 ± 2.8 ± 11.3 ± 11.0 ± 12.4 ±
6.0 ±5.1 ±
13.5 ±
1.2 ±
10.9 ±
4.8 ±10.8 ± 6.1 ± 7.4 ± 10.9 ± 10.2 ±
10.0 ±
10.2 ±3.7 ±
9.3 ±
7.4 ±
2.1 ±
7.5m
PR
OP
. 250
Ø D
I WA
T
20.1
0mE
X. R
OW
1.2m
2+420
2+440
2+4602+480 2+500 2+520 2+540 2+560 2+580
2+600
2+620
2+640
2+660
2+680
2+700
2+720
0+040
0+000
0+020
8.0m
PROP. 150Ø
DI WAT
20.10m
EX. ROW
1.0m MIN.COVER
153
154
155
156
157
158
159
160
161
162
163
164
153
154
155
156
157
158
159
160
161
162
163
164
156
157
158
159
160
161
162
163
164
165
166
167
156
157
158
159
160
161
162
163
164
165
166
167
2+44
0
2+46
0
2+48
0
2+50
0
2+52
0
2+54
0
2+56
0
2+58
0
2+60
0
2+62
0
2+64
0
2+66
0
2+68
0
2+70
0
EX. GROUNDPROFILE ALONGBASELINE
1.0m MIN. COVER
INV
:164
.437
HY
DR
AN
T T
EE
, ST
A:2
+45
4.44
,
INV
:161
.609
HY
DR
AN
T T
EE
, ST
A:2
+55
2.07
,
PROP. 30.79m - 250ØCL 50 DI W/M @ 5.38%
PROP. 22.07m - 250ØCL 50 DI W/M @ 1.36%
PROP. 17.38m - 250ØCL 50 DI W/M @ 3.32%
PROP. 42.78m - 250ØCL 50 DI W/M @ 1.36%
PROP. 14.85m - 250ØCL 50 DI W/M @ 1.77%
PROP. 19.30m - 250ØCL 50 DI W/M @ 1.77%
PROP. 58.77m - 250ØCL 50 DI W/M @ 3.32%
PROP. 30.80m - 250ØCL 50 DI W/M @ 3.46%
PROP. 26.18m - 250ØCL 50 DI W/M @ 3.46%
PROP. 39.34m - 250ØCL 50 DI W/M @ 8.53%
INV
:164
.778
11.2
5° H
OR
. BE
ND
, ST
A:2
+43
5.44
,
INV
:163
.860
11.2
5° H
OR
. BE
ND
, ST
A:2
+47
1.53
,
INV
:161
.028
11.2
5° H
OR
. BE
ND
, ST
A:2
+59
4.52
,
INV
:157
.399
TE
E, S
TA
:2+
680.
66,
INV
:158
.305
11.2
5° H
OR
. BE
ND
, ST
A:2
+65
4.80
,
INV
:159
.371
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+62
4.66
,
INV
:161
.909
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+53
0,
EX
. 150
Ø C
I W
AT
, IN
V. U
NK
NO
WN
EX
. 200
Ø A
C S
AN
, IN
V.=
158.
19m
±
EX
. 375
Ø C
ON
C. S
TM
, IN
V.=
159.
79m
±
EX
. 200
Ø A
C S
AN
, IN
V.=
161.
43m
±
MAINTAIN 0.3mSEPARATION
WRAP ALL JOINTSPER NOTE 14
MAINTAIN 0.3mSEPARATION
WRAP ALL JOINTSPER NOTE 14
0+00
0
0+02
0
0+04
0
PROP. 13.08m - 150ØCL 50 DI W/M @ 7.86%
PROP. 12.48m - 150ØCL 50 DI W/M @ 9.00%
PROP. 1.48m - 150ØCL 50 DI W/M @ 5.70%
INV
:157
.399
TE
E, S
TA
:0+
008.
25,
INV
:158
.477
45°
HO
R. B
EN
D, S
TA
:0+
021.
33,
INV
:159
.601
45°
HO
R. B
EN
D, S
TA
:0+
033.
81,
INV
:159
.7±
TIE
IN T
O E
X W
/M, S
TA
:0+
035.
29,
CO
NF
IRM
INV
. PR
IOR
TO
CO
NS
TR
UC
TIO
N
EX. GROUNDPROFILEALONG PIPE CL
EX
. 60
Ø D
P G
AS
, IN
V. U
NK
NO
WN
EX
. 200
Ø A
C S
AN
, IN
V.=
159.
70m
±
BENCHMARK:BENCHMARK:SURVEY CONTROL MONUMENT 73H0332 IN SIDEWALK ON S SIDE OFTHERMAL DR OPPOSITE HOUSE 919 & NEAR INT. OF SEYMORE DR.ELEVATION =160.681 M
MATCH LINE
FOR CONTINUATION SEEDWG. 20-1027-2-W
4
1 - 250H x 250F x 150F TEE1 - 150 H x F GATE VALVE1 - 250 H x F GATE VALVE2 - 150 H x H 45° BENDS
THERMAL DR
MAT
CH
LIN
E
FOR
CO
NTI
NU
ATIO
N S
EEDW
G. 20
-102
7-2-
W2
SEYMO
UR
DR
DISCLAIMER:This drawing must not be reproduced without the written permission of R.F. Binnie & Associates Ltd.This drawing is not to be used for construction unless it is stamped "ISSUED FOR CONSTRUCTION" and signed by R.F. Binnie & AssociatesLtd. It is the contractor's responsibility to ensure that he is in possession of the latest revision of this drawing.
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
1:501:500
File: REV.
AS
LY
MJ
TDB
TENDER
THERMAL DR
280M EAST OF ULTRA CRT TO SEYMOUR DR
1 2021-02-05 RL ISSUED FOR CONCEPTUAL REVIEW
2 2021-02-19 LY ISSUED FOR 100% DESIGN
3 2021-02-23 LY ISSUED FOR TENDER
20-1027-2-W3
20-1027
04 05
WATERMAIN - PLAN & PROFILE
3
1 - 250H x 250F x 150F TEE1 - 150 H x F GATE VALVE1 - 250 H x F GATE VALVE1 - HYDRANT ASSEMBLY
1 - 250H x 250H x 150F TEE1 - 150 H x F GATE VALVE1 - HYDRANT ASSEMBLY
#923TRANSFER EX.19Ø COPPERWATER SERVICECONNECTION
1 - 250 H x H 11.25° BEND
SEYMOUR DR
1 - 250 H x H 11.25° BENDTRANSFER ALL EX.SERVICES THISSIDE (TYP)
CONTRACTOR SHALL PRE-LOCATE AT ALL UTILITYCROSSINGS TO CONFIRM LOCATIONS ANDELEVATIONS OF ALL UNDERGROUNDINFRASTRUCTURE PRIOR TO CONSTRUCTION.IMMEDIATELY NOTIFY THE ENGINEER WHERECONFLICTS EXISTING.
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND
MAINTAIN EX. MANHOLE
4.5m±
EX. 200Ø
CONC. STM2.4m
±
EX. 60Ø DP G
AS
4.5m±
EX. 200Ø CO
NC. STM
2.4m±
EX. 60Ø DP G
AS
4.5m±
EX
. 200Ø C
ON
C. S
TM
2.4m±
EX
. 60Ø D
P G
AS
4.5m±
EX
. 250Ø C
ON
C. S
TM
2.4m±
EX
. 60Ø D
P G
AS
7.5m±
EX
. 200Ø D
I WA
T2.4m
±E
X. 150Ø
CI W
AT
5.8m±
EX
. 200Ø S
AN
2.4m±
EX. 150Ø CI W
AT
VARIES
EX. 200Ø AC SAN
4.2m±EX. 150ØCI WAT
3.3m±EX. 150ØCI WAT
UN
KN
OW
NE
X. T
EL D
UC
TS
4.8m±EX. 200Ø AC SAN4.3m±EX. 200Ø CONC. STM 4.5m±
EX
. 200Ø C
ON
C. S
TM
2.4m±
EX
. 60Ø D
P G
AS
#961
#965
#966
#932
#964
#928
#936
#946#956#952#940 #948
#960
#924
#931
#941
#923
#949
#230
7
#953
#927
#937
#945
#230
2
LOT 107
PLAN NWP26039
L
O
T
9
5
P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
9
3
P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
8
2
P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
9
8P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
7
0
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
8
1
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
9
4P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
7
2
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
7
4
P
L
A
N
N
W
P
2
5
4
7
3
L
O
T
9
7
P
L
A
N
N
W
P
2
5
7
1
6
LOT 108
PLAN NWP26039
L
O
T
9
6
P
L
A
N
N
W
P
2
5
7
1
6
L
O
T
7
1
P
L
A
N
N
W
P
2
5
4
7
3
LOT 142
PLAN NWP27480
LOT 143
PLAN NWP27480
LOT 145
PLAN NWP27480
LOT 109
PLAN NWP26039
LOT 304
PLAN NWP30218
LOT 144
PLAN NWP27480
LOT 110
PLAN NWP26039
LOT 112
PLAN NWP26039
P
L
A
N
N
W
P
3
0
2
1
8
LOT 111
PLAN NWP26039
LOT 292
PLAN NWP30218
LOT 222
PLAN NWP29678
W
W
W
W
W
W
W
WW W W W
W
W
H
3.0 ±
4.9 ±11.8 ±
11.1 ±
2.3 ±8.8 ± 7.6 ± 8.5 ± 7.4 ± 12.4 ±
W
7.4 ±
12.6 ±
7.9 ± 9.4 ± 9.2 ± 8.9 ± 8.3 ±
5.8
±
7.5m
PR
OP
. 250
Ø D
I WA
T
20.1
2mE
X. R
OW 10.0m
PROP. 250ØDI WAT
20.12mEX. ROW
2+950
2+700
2+720
2+740
2+760
2+780
2+8002+820 2+840 2+860 2+880 2+900 2+920 2+940
0+03
0
0+00
0
0+02
00+03
0
0+00
0
0+020
0+02
0
8.0mPROP. 150Ø
DI WAT
20.10mEX. ROW
10.0mPROP. 250Ø DI WAT
20.01mEX. ROW
144
145
146
147
148
149
150
151
152
153
154
155
156
144
145
146
147
148
149
150
151
152
153
154
155
156
132
133
134
135
136
137
138
139
140
141
142
143
144
132
133
134
135
136
137
138
139
140
141
142
143
144
143
144
145
146
147
148
149
150
151
152
153
154
155
143
144
145
146
147
148
149
150
151
152
153
154
155
125
126
127
128
129
130
131
132
133
134
135
136
137
125
126
127
128
129
130
131
132
133
134
135
136
137
2+72
0
2+74
0
2+76
0
2+78
0
2+80
0
2+82
0
2+84
0
2+86
0
2+88
0
2+90
0
2+92
0
0+00
0
0+02
0
0+04
0
EX. GROUNDPROFILE ALONGBASELINE (TYP)
EX. GROUNDPROFILEALONG PIPE CL
1.0m MIN.COVER
1.0m MIN. COVER
INV
:131
.591
45°
HO
R. B
EN
D, S
TA
:0+
006.
57,
INV
:131
.812
45°
HO
R. B
EN
D, S
TA
:2+
904.
70,
INV
:131
.591
45°
HO
R. B
EN
D, S
TA
:2+
907.
24,
INSTALL 5EA PROP. ANCHOR BLOCKSAT10m SPACING PER MMCD DETAIL G8
INV
:148
.221
TE
E, S
TA
:2+
769.
47,
PROP. 7.00m - 250ØCL 50 DI W/M @ 4.89%
PROP. 24.65m - 250ØCL 50 DI W/M @ 10.40%
PROP. 24.60m - 250ØCL 50 DI W/M @ 16.04%
PROP. 20.00m - 250ØCL 50 DI W/M @ 14.37%
PROP. 30.00m - 250ØCL 50 DI W/M @ 9.38%
PROP. 14.70m - 250ØCL 50 DI W/M @ 6.15%
PROP. 20.15m - 250ØCL 50 DI W/M @ 12.72%
PROP. 21.16m - 250ØCL 50 DI W/M @ 13.84%
PROP. 1.54m - 250ØCL 50 DI W/M @ 7.06%
PROP. 10.78m - 250ØCL 50 DI W/M @ 6.99%
PROP. 3.59m - 250ØCL 50 DI W/M @ 6.15%
PROP. 39.34m - 250ØCL 50 DI W/M @ 8.53%
PROP. 15.91m - 250ØCL 50 DI W/M @ 16.04%
PROP. 3.14m - 250ØCL 50 DI W/M @ 7.06%
INV
:151
.479
11.2
5° H
OR
. BE
ND
, ST
A:2
+74
4.20
,
INV
:140
.956
11.2
5° H
OR
. BE
ND
, ST
A:2
+82
4.26
,
INV
:132
.716
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+89
0,
INSTALL 8EA PROP. ANCHOR BLOCKSAT10m SPACING PER MMCD DETAIL G8
INV
:135
.530
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+86
0,
INV
:138
.404
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+84
0,
INV
:144
.904
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+80
0,
INV
:147
.467
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+78
0,
INV
:148
.329
11.2
5° H
OR
. BE
ND
, ST
A:2
+76
7.98
,
INV
:154
.042
VE
RT
. DE
FLE
CT
ION
, ST
A:2
+72
0,
INV
:131
.248
BLO
W O
FF
, ST
A:0
+01
3.58
,
EX
. 200
Ø C
ON
C. S
TM
, IN
V.=
131.
10m
±
EX
. 150
Ø C
I W
AT
, IN
V. U
NK
NO
WN
EX
. 200
Ø A
C S
AN
, IN
V.=
149.
14m
±
PROP. ANCHORBLOCK (TYP)
MAINTAIN 0.3mSEPARATION
WRAP ALL JOINTSPER NOTE 14
0+00
0
0+02
0
INV
:148
.221
TE
E, S
TA
:0+
003.
83,
INV
:148
.752
HY
DR
AN
T T
EE
, ST
A:0
+01
3.57
, IN
V:1
48.8
7545
° H
OR
. BE
ND
, ST
A:0
+01
6.04
,
INV
:149
.279
45°
HO
R. B
EN
D, S
TA
:0+
024.
22,
INV
:149
.4±
TIE
IN T
O E
X W
/M, S
TA
:0+
025.
93,
CO
NF
IRM
INV
. PR
IOR
TO
CO
NS
TR
UC
TIO
N
1.0m MIN. COVER
PROP. ???m - ???ØCL 50 DI W/M @ ???
PROP. 2.47m - 150ØCL 50 DI W/M @ 4.95%
PROP. 8.18m - 150ØCL 50 DI W/M @ 4.95%
PROP. 1.71m - 150ØCL 50 DI W/M @ 4.95%
PROP. ???m - ???ØCL 50 DI W/M @ ???
PROP. 9.74m - 150ØCL 50 DI W/M @ 4.95%
EX
. 200
Ø C
ON
C. S
TM
, IN
V.=
148.
05m
±
EX. GROUNDPROFILEALONG PIPE CL
EX
. 60
Ø D
P G
AS
, IN
V. U
NK
NO
WN
EX
. 60
Ø D
P G
AS
, IN
V. U
NK
NO
WN
EX
. TE
LUS
DU
CT
S, I
NV
. UN
KN
OW
N
WRAP ALL JOINTSPER NOTE 4
WRAP ALL JOINTSPER NOTE 4
WRAP ALL JOINTSPER NOTE 4
BENCHMARK:BENCHMARK:SURVEY CONTROL MONUMENT 73H0332 IN SIDEWALK ON S SIDE OFTHERMAL DR OPPOSITE HOUSE 919 & NEAR INT. OF SEYMORE DR.ELEVATION =160.681 M
1 - 250H x 250F x 150F TEE1 - 250 H x F GATE VALVE1 - 150 H x F GATE VALVE
THERMAL DR
MATCH LI
NE
FOR C
ONTINUATI
ON SEEDW
G. 20-1
027-
2-W
3
BA
KE
RD
R
RO
GE
RS
ON
DR
BAKER DR
TIE-IN TO EX. 150Ø WAT2 - 150 H x H 45°BENDS1 - 150H x 150H x 150F TEE1 - 150 H x F GATE VALVE1 - HYDRANT ASSEMBLY
2 - 250 H x H 45° BENDS
DISCLAIMER:This drawing must not be reproduced without the written permission of R.F. Binnie & Associates Ltd.This drawing is not to be used for construction unless it is stamped "ISSUED FOR CONSTRUCTION" and signed by R.F. Binnie & AssociatesLtd. It is the contractor's responsibility to ensure that he is in possession of the latest revision of this drawing.
Drawn by
Approved by
Checked by
Design by
Date
Date
Date
Date
Description
Project
DateNo. By Revisions
Eng. Project No.
Plot Date: February 23, 2021
Scale
horiz.
Scale
vert.
Sheet of
Engineering & Public Works
3000 Guildford Way, Coquitlam, B.C. V3B 7N2
1:1001:500
File: REV.
AS
LY
MJ
TDB
TENDER
THERMAL DR
SEYMOUR DR TO BAKER DR
1 2021-02-05 RL ISSUED FOR CONCEPTUAL REVIEW
2 2021-02-19 LY ISSUED FOR 100% DESIGN
3 2021-02-23 LY ISSUED FOR TENDER
20-1027-2-W4
20-1027
05 05
WATERMAIN - PLAN & PROFILE
3
1 - TEMPORARY BLOWOFF PER COQ-W8
#927LOCATION OF EX. SERVICEUNKNOWN. CONTRACTORTO CONFIRM IN THE FIELD
REMOVE EX.HYDRANT (TYP)
ROGERSON DR
RELAY CB LEADAS REQUIRED
1 - 250 H x H 11.25° BEND
TRANSFER ALL EX.SERVICES THIS SIDE (TYP)
CONTRACTOR SHALL PRE-LOCATE AT ALL UTILITYCROSSINGS TO CONFIRM LOCATIONS ANDELEVATIONS OF ALL UNDERGROUNDINFRASTRUCTURE PRIOR TO CONSTRUCTION.IMMEDIATELY NOTIFY THE ENGINEER WHERECONFLICTS EXISTING.
MAINTAIN EX. SURVEY MONUMENT
1 - 250 H x H 11.25° BEND
1 - 250 H x H 11.25° BEND