Village of Lions BayHarvey Tank Replacement Project
Contract DocumentsIssued for Tender
Volume 2 of 3Design Drawings
Prepared by:AECOM Canada Ltd.3292 Production Way, Suite 330Burnaby, BC V5A 4R4T 604.444.6400 F 604.294.8597 www.aecom.com
Prepared for:Village of Lions Bay400 Centre RoadLions Bay, BC. V0N 2E0
Project Number:60546407
Date:September 2018
Village of Lions Bay AECOM Canada Ltd.
Village of Lions Bay
Harvey Tank Replacement Project
AECOM Canada Ltd. 330 – 3292 Production WayBurnaby, British Columbia
September 2018
TABLE OF CONTENTS
SPECIFICATION INDEX
VOLUME 1
DIVISION 0 – FRONT END DOCUMENTS
Instructions to Tenderers Section 00 21 13Tender Checklist Section 00 21 15
Tender Form Section 00 41 00Tender Price Breakdown Section 00 41 01Schedule of Quantities and Prices Section 00 41 05
CCDC Bond FormsBid Bond CCDC 220Performance Bond CCDC 221Labour and Material Payment Bond CCDC 222
Statement “B” – Tenderer’s Senior Supervisory Staff Section 00 43 32Statement “D” – Sub-Contractors and Suppliers Section 00 43 36Statement “G” – Schedule of Alternatives Section 00 43 37
Agreement to Bond Section 00 61 10Form for Certificate of Insurance Section 00 61 16
Stipulated Price Contract CCDC2
Supplementary General Conditions Section 00 73 00
DIVISION 1 - GENERAL REQUIREMENTS
Summary of Work Section 01 11 10Work Sequences and Tie-Ins Section 01 12 16
Measurement and Payment Section 01 20 01
Project Meetings Section 01 31 19Site Conditions Section 01 31 19.12Schedules and Progress Reports Section 01 32 14Construction Photographs Section 01 32 16Submittals Section 01 32 19Site Progress Records Section 01 32 26Environmental Protection Section 01 35 35
Village of Lions BayHarvey Tank Replacement Project Page 2 of 3Project No. 60546407 September 2018
Table of Contents
Village of Lions Bay AECOM Canada Ltd.
Regulatory Requirements Section 01 41 10Quality Control Section 01 45 10
Temporary Facilities Section 01 52 01Traffic Control, Vehicle Access Section 01 55 01
Mobilization and Demobilization Section 01 71 13Field Engineering Section 01 71 23Close Out Procedures Section 01 77 00Operation & Maintenance Data Section 01 78 19
Commissioning and Handover Section 01 91 10
DIVISION 2 - CIVIL
Vibration Monitoring Section 02 22 14
Site Work Demolition and Removal Section 02 41 01
DIVISION 3 - CONCRETE
Concrete Formwork and Falsework Section 03 10 00
Concrete Reinforcement Section 03 20 00Concrete Accessories Section 03 25 00
Cast-in-Place Concrete Section 03 30 00Concrete Floor Finishes Section 03 35 05
Grouting Section 03 60 00
DIVISION 5 – METALS
Miscellaneous Metals Section 05 50 00
DIVISION 13 - SPECIAL CONSTRUCTION
Glass Fused Bolted Steel Tank Section 13 34 30
DIVISION 31 - EARTHWORKS
Site Restoration Section 31 01 05Aggregates and Granular Materials Section 31 05 15Geotextiles Section 31 05 19
Clearing and Grubbing Section 31 11 01Site Grading Section 31 22 00Excavating, Trenching and Backfilling Section 31 23 01Blasting Section 31 23 15Rock Removal Section 31 23 16.26Rock Scaling Section 31 23 17.10Dewatering Section 31 23 19Compaction Control and Testing Section 31 24 14
Village of Lions BayHarvey Tank Replacement Project Page 3 of 3Project No. 60546407 September 2018
Table of Contents
Village of Lions Bay AECOM Canada Ltd.
DIVISION 32 - SITE IMPROVEMENTS
Granular Base and Sub-base Section 32 11 10
Chain Link Fences and Gates Section 32 31 13Retaining Walls Section 32 32 00
Site Restoration Section 32 92 24
DIVISION 33 - UTILITIES
Waterworks Section 33 11 13
Carbon Steel Pipe Welding Section 33 20 17Stainless Steel Pipe Welding Section 33 20 18Stainless Steel Piping – Detailed Specification Sheet Section 33 20 18A
Manholes, Catch Basins and Valve Chambers Section 33 49 15
DESIGN DRAWINGS (VOLUME 2)
APPENDICES (VOLUME 3)
Appendix A Geotechnical Investigation
Appendix B Archaeological Investigation
Appendix C Reference Drawings
Appendix D Reference Reports
DESIGN DRAWINGS
HARVEY TANK (TO BE REPLACED)
AND PRV 200 CHAMBER
(TO BE UPGRADED)
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HARVEY CREEK
WATERSHED
ACCESS ROAD
Printed on ___% Post-Consumer
Recycled Content Paper
Th
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IS
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1 59
4m
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41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
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SHEET TITLE
COVER SHEET
SHEET NUMBER
G-01-000
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
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proved:
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\605
46407
-S
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-00-G
-01-000-C
OV
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LA
N.D
WG
N
0 125 250
1:5000
m
PLAN
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
DRAWING LIST
GENERAL
G-01-000 COVER SHEET
G-01-001 GENERAL NOTES
G-01-002 CONSTRUCTION LAYDOWN AREA SITE PLAN
CIVIL
C-01-101 HARVEY TANK DEMOLITION PLAN
C-01-102 HARVEY TANK SITE PLAN - STEEL TANK OPTION
C-01-103 HARVEY TANK OPTION SECTIONS AND TYPICAL DETAILS - STEEL OPTION
C-01-104 STANDARD DETAILS
C-01-105 STANDARD DETAILS
P-01-000 INSTRUMENTATION LEGEND AND SYMBOLS
P-01-001 EXISTING HARVEY TANK PRV 200 AND DISINFECTION FACILITY
PROCESS AND INSTRUMENTATION DIAGRAM
P-01-002 HARVEY TANK PROCESS AND INSTRUMENTATION DIAGRAM
M-01-001 HARVEY TANK PRV 200 ACCESS MODIFICATIONS
E-01-000 ELECTRICAL SPECIFICATIONS 1 OF 2
E-01-001 ELECTRICAL SPECIFICATIONS 2 OF 2
E-01-200 HARVEY TANK SERVICING PLAN
STRUCTURAL
S-01-001 GENERAL NOTES
S-01-002 STANDARD DETAILS SHEET 1
S-01-100 HARVEY TANK PRV CHAMBER MODIFICATION PLANS AND SECTIONS
S-01-101 HARVEY TANK PRV CHAMBER MODIFICATION REINFORCEMENT DETAIL
ELECTRICAL
MECHANICAL
PROCESS
WATERMAIN NOTES:
1. ALL DUCTILE IRON WATERMAINS SHALL BE CLASS 50 DUCTILE IRON PIPE, SATISFYING AWWA C104
AND NSF-61 SPECIFICATION WITH CEMENT MORTAR LINING. ALL DUCTILE IRON PIPES AND
COMPONENTS TO BE POLYETHYLENE WRAPPED/BAGGED AS PER AWWA C105.
2. ALL STEEL PIPES AND COMPONENTS (INTERIOR AND EXTERIOR TO CHAMBERS) INSIDE WETTED
SURFACES TO BE SANDBLASTED AND COATED TO AWWA C-210 AND NSF-61 SPECIFICATION. FINISH
COATING TO BE BLUE ENAMEL. ALL STEEL WATERMAINS SHALL BE 3/8" WALL UNLESS NOTE
OTHERWISE.
3. MAXIMUM PIPE DEFLECTION AT JOINT TO BE 2.5 DEGREES OR 1/2 MANUFACTURERS
RECOMMENDATION, WHICHEVER IS LESS.
4. CATHODIC ISOLATION T0 BE PROVIDED AT STEEL TO DUCTILE IRON TRANSITION POINTS.
5. TRANSITION COUPLINGS DI TO SS TO BE GEORG FISCHER WAGA N.V MULTI/JOINT 3000 PLUS
MODEL 3007 OR ENGINEER APPROVED EQUIVALENT WITH EPOXY COATING AND STAINLESS STEEL
HARDWARE.
6. FITTINGS: COMPACT DUCTILE IRON FITTINGS TO AWWA C153 SUITABLE FOR PRESSURE RATINGS
OF 2145 KpA, FUSION-BONDED EPOXY COATING TO AWWA C116.
7. RESTRAINTS: RESTRAIN ALL (MJ) BENDS, JOINTS AND FITTINGS WITH MECHANICAL JOINT ON
FITTING AND WEDGE RESTRAINERS. (TYT) FITTINGS AND JOINTS TO RESTRAINED WITH TIE RODS
AND THRUST BLOCKS. RESTRAINTS TO BE RATED FOR MINIMUM 225 psi WORKING PRESSURE.
8. ALL VALVES SHALL INCLUDE ALL APPURTENANCES WITH STAINLESS STEEL BOLTS AND NUTS.
9. ALL OTHER GATE VALVES (OTHER THAN ABOVE VALVES) TO BE IRON BODY RESILIENT SEAT
VALVES SUITABLE TO 1380kPa OPERATING PRESSURE AND MEET AWWA C509. APPROVED
MANUFACTURERS: TERMINAL CITY AND CLOW. ALL DIRECT BURY GATE VALVES C/W VALVE BOX
ASSEMBLY.
10. COUPLERS: AWWA C219 COUPLERS SHALL BE EPOXY COATED WITH STAINLESS STEEL NUTS AND
BOLTS.
11. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE CONTRACT ADMINISTRATOR PRIOR TO
DISINFECTING AND CONDUCTING PRESSURE TESTING OF THE WATERMAIN. TESTING TO CONFORM
TO VILLAGE OF LIONS BAY AND AWWA REQUIREMENTS.
12. ALL BURIED UNCOATED FITTINGS AND FASTENERS TO BE COATED WITH PRIMER AND PETROLATUM
TAPE TO AWWA C217.
13. ALL BOLTS AND NUTS TO ASTM A307, GRADE BSTEEL HEX HEAD. PROTECT ALL BURIED NUTS AND
BOLTS WITH DENSO TAPE (TYP.)
14. ALL WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER OF 1.5m TO OBVERT.
15. CATHODIC PROTECTION SHALL BE REQUIRED FOR ALL BURIED METAL PIPES, VALVES, HYDRANTS
AND APPURTENANCES.
GENERAL NOTES:
1. THE GENERAL REQUIREMENTS, INSTRUCTIONS TO BIDDERS, SPECIFICATIONS AND DRAWINGS
FORM PART OF THE CONTRACT DOCUMENTS AND SHALL BE READ IN CONJUNCTION WITH THEM.
WORK SHALL INCLUDE THE FURNISHING OF ALL LABOUR AND MATERIALS UNLESS SPECIFICALLY
NOTED OTHERWISE TO COMPLETE AND PUT INTO OPERATING CONDITION. ALL ELECTRICAL AND
INSTRUMENTATION AND CONTROL SYSTEMS AS INDICATED ON THE DRAWINGS AND
SPECIFICATIONS HEREIN.
2. WORD "SUPPLY" SHALL MEAN THAT SO NOTED EQUIPMENT IS TO BE PURCHASED, ASSEMBLED,
AND SHIPPED UNDAMAGED TO THE SITE. WHERE AN ITEM IS SUPPLIED BY THE OWNER, BY
OTHERS OR BY ANOTHER DIVISION, THE WORK OF MOUNTING, CONNECTING AND
COMMISSIONING THE ITEM.
3. WORD "PROVIDE" SHALL MEAN THAT SO NOTED EQUIPMENT IS TO BE SUPPLIED, INSTALLED,
CONNECTED, ADJUSTED, CALIBRATED, TUNED, CLEANED, COMMISSIONED, AND PLACED INTO
FULL SERVICE.
4. WORD "INSTALL" SHALL MEAN TO PUT THE SPECIFIED ITEM INTO FULL OPERATION, SECURELY
FASTENED AND CONNECTED TO THE SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL WORK
AND MATERIAL WHICH IS NECESSARY TO SECURELY FASTEN AND GIVE A PRESENTABLE
FINISHED APPEARANCE INCLUDING ALL NECESSARY CONNECTIONS AND CONDUCTORS. SUCH
NOTED EQUIPMENT MUST BE FULLY CALIBRATED AND TESTED.
5. CONTRACTOR TO MAKE BC ONE CALL TO CONFIRM LOCATION OF EXISTING UTILITIES AND PROVE
ALL EXISTING UTILITIES AND CONNECTIONS BY TRIAL EXCAVATION PRIOR TO CONSTRUCTION.
CONTRACTOR TO ADVISE ENGINEER OF ANY OF ANY POTENTIAL CONFLICTS MINIMUM 48 HOURS
IN ADVANCE OF ANY WORK .
6. SEDIMENT AND EROSION CONTROL WORKS TO REMAIN DURING THE ENTIRE DURATION OF
CONSTRUCTION, AND UNTIL SUCH TIME THAT THE LANDSCAPING AND SURFACE VEGETATION
IS RESTORED TO EXISTING CONDITIONS.
7. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROVIDE CONTRACT ADMINISTRATOR WITH
SIEVE ANALYSIS (INCLUDING COMPARISON TO SPECIFICATIONS) AND PROCTORS OF ALL IMPORT
MATERIALS. SIEVES AND PROCTORS MUST BE RECENT AND SAMPLED WITHIN THE PREVIOUS
WEEK.
8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER DISTRIBUTION SERVICE TO VILLAGE OF
LIONS BAY DURING DECOMMISSIONING AND CONSTRUCTION OF HARVEY TANK.
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
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SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-01-001
Proje
ct M
ana
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ent Initials:
Desig
ner:
Che
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proved:
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46407
-S
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-01-001-G
EN
ER
AL N
OT
ES
.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
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F
O
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U
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DRAIN
DRAIN MANHOLE
SWALE
TOP OF BANK
CULVERT
CHAIN LINK FENCE
WATER MAIN
WATER VALVE
FIRE HYDRANT
WATER REDUCER
PROPERTY BOUNDARY
UEUNDERGROUND ELECTRICAL LINE
ELECTRICAL POLE
WATER TEE
WATER CAP
WATER ROBAR COUPLING
WATER BEND FITTING
RETAINING WALL
EDGE OF GRAVEL
EXISTING PROPOSED
TREE - CONIFEROUS
WATER MAIN BLOWOFF
TREE - DECIDUOUS
LEGEND
SEED
X X X
CONCRETE PAD
EX GRAVEL
PROPOSED GRAVEL
TANK/STUCTURE REMOVAL
PIPE/FITTING REMOVAL
VEGATATION LINE
WATER THRUST BLOCK
BOTTOM OF BANK
ROAD BARRIER
WATER VENT
SURVEY MONUMENT CONTROL
DRAIN DITCH
VILLAGE BOUNDARY
7.3m
3.0m
12.2m
3.0m
12.2m
45.7m
9.1m
EX. ROAD
EX. ROAD
LAYDOWN
AREA
LAYDOWN
AREA
CONCRETE DISPOSAL AREA
30.5mOCEANVIEW ROAD
61.9
m
HARVEY
TANK
LAYDOWN
AREA
5.6
APPROX. EX.
ACCESS ROAD
ALIGNMENT
OCEANVIEW
TANK
NOTE:CONTRACTOR TO ENSURE LAYDOWN AREASDO NOT OBSTRUCT USE OF ACCESS ROAD
Printed on ___% Post-Consumer
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Th
is d
ra
win
g h
as b
ee
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re
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e u
se
o
f A
EC
OM
's client and m
ay n
ot be used, reprod
uced o
r relied upon by third p
artie
s, e
xce
pt a
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ed
b
y A
EC
OM
a
nd
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nt, a
s re
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y la
w o
r fo
r u
se
b
y g
ove
rn
me
nta
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win
g a
ge
ncie
s. A
EC
OM
a
cce
pts n
o re
sp
onsibility, an
d d
en
ies a
ny lia
bility w
hatso
eve
r, to
a
ny p
arty tha
t m
od
ifie
s th
is dra
wing
w
ith
ou
t A
EC
OM
's exp
ress w
ritten
con
sen
t. D
o n
ot scale this d
ocum
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ll m
easure
men
ts m
ust be
o
bta
in
ed
fro
m stated
dim
en
sio
ns.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
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SHEET TITLE
CONSTRUCTION LAYDOWN AREAS
SITE PLAN
SHEET NUMBER
G-01-002
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
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07
\90
0-C
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\910
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\2
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\605
46407
-S
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-01-002-C
ON
ST
RU
CT
IO
N L
AY
DO
WN
.D
WG
N
0 12.5 25
1:500
m
PLAN
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Printed on ___% Post-Consumer
Recycled Content Paper
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
's client and m
ay n
ot be used, reprod
uced o
r relied upon by third p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
a
nd
its clie
nt, a
s re
qu
ire
d b
y la
w o
r fo
r u
se
b
y g
ove
rn
me
nta
l re
vie
win
g a
ge
ncie
s. A
EC
OM
a
cce
pts n
o re
sp
onsibility, an
d d
en
ies a
ny lia
bility w
hatso
eve
r, to
a
ny p
arty tha
t m
od
ifie
s th
is dra
wing
w
ith
ou
t A
EC
OM
's exp
ress w
ritten
con
sen
t. D
o n
ot scale this d
ocum
ent. A
ll m
easure
men
ts m
ust be
o
bta
in
ed
fro
m stated
dim
en
sio
ns.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
W
G
P
G
P
GPG
P
105
1
0
1
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0
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0
EX. HARVEY TANK (400,000 I. GAL.) POST
TENSION CONCRETE STRUCTURE
CONSTRUCTED IN 1984 (16.764 x 9.9m DIA)
DEMOLISH AND REMOVE EXISTING TANK,
PIPING AND APPURTENANCES
EXCAVATE TO SUB
GRADE ELEVATION
EX. LOCK BLOCK WALL TO REMAIN
EX. PRV 200 CHAMBER TO
REMAIN
EX. 250Ø HARVEY CREEK
INTAKE
EX. 250Ø
DISTRIBUTION MAIN
EX. U.V TREATMENT
BUILDING TO REMAIN
EX. CHLORINATION
BUILDING TO REMAIN
TEMPORARY
CAP
REMOVE OVERFLOW
PIPE AND FITTINGS
TO EXTENT SHOWN
TO
O
CE
AN
V
IE
W R
OA
D
T
O
H
A
R
V
E
Y
C
R
E
E
K
I
N
T
A
K
E
LOCAL BENCHMARK
X=1000.012
Y=2000.005
Z=100.001
APPROX. GEODETIC
ELEV: 100.00m (±1.0m)
EXISTING SITE
ENTRANCE GATE
EX. SPILL
CONTAINMENT
MANHOLE TO REMAIN
EX. ELECTRICAL
ROOM TO REMAIN
EX. PAD MOUNTED
GENERATOR TO REMAIN
EX. MAIN GATE
EX. DRAINAGE ROCK
PIT
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
x
x
EXISTING 200Ø DI DRAIN
x
x
x
x
EX. SITE PERIMETER FENCE
T
O
V
I
L
L
A
G
E
D
I
S
T
R
I
B
U
T
I
O
N
REMOVE EX. 10m± AND 3.3m± OF
PIPE FROM EX. GATE VALVES. CAP
WITH TEMPORARY BLIND FLANGE
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-13
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK
DEMOLITION PLAN
SHEET NUMBER
C-01-101
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\C
\605
46407
-S
HT
-0
0-C
-01-1
01-H
AR
VE
Y T
AN
K - D
EM
O P
LA
N.D
WG
N
0 2.5 5
1:100
m
PLAN
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NOTE:
TOPOGRAPHIC SURVEY BY AECOM JUNE 20-21, 2017.
· CO-ORDINATE SYSTEM: LOCAL
· DATUM: LOCAL
AUTOCAD FILE REFERENCED TO THE LOCAL DATUM WILL
BE PROVIDED TO THE SUCCESSFUL CONTRACTORS.
100.457
99.845
99.590
99.918
100.744
100.510100.510100.510
98.562
98.307
97.967
97.763
97.270
96.511
96.075
95.211
99.992
100.375
100.455
100.506
100.060
100.041
W
100.959
100.913
96.306
99.976
1
0
1
.
0
1
0
2
.
0
1
0
3
.
0
1
0
3
.0
1
0
3
.0
1
0
4
.
0
TP17-04
TP17-03
D
D
W
W
W
D
DD
D
DD
D
D
D
D
EXISTING U.V TREATMENT BUILDING
(PROTECT DURING CONSTRUCTION)
PRV CHAMBER UPGRADE
EXISTING 250Ø HARVEY
CREEK INTAKE
NEW HARVEY POTABLE
STEEL WATER TANK
250Ø SS
WATER INLET
EXISTING
CHLORINATION
BUILDING
EXISTING
BUILDING PAD
EXISTING LOCK
BLOCK WALL
250Ø SS
OVERFLOW
TO
O
CE
AN
V
IE
W R
OA
D
LOCAL BENCHMARK
X=1000.012
Y=2000.005
Z=100.001
APPROX. GEODETIC
ELEV: 100.00m (±1.0m)
NEW SWALE
APRON
ELEVATION 270m
EXISTING GRAVEL
SURFACING
EXTEND LOCK BLOCK WALL
DETAIL 9 ON SHEET C-01-104
EXTEND FENCE.
CHAINLINK FENCE
TO MATCH EXISTING
1
%
1
%
EXISTING GATE
EXISTING PAD
MOUNTED
GENERATOR
250Ø SS
WATER OUTET
GRADE AND EXTEND
GRAVEL SURFACE
BLEND TO MATCH
EXISTING DITCH
1200Ø
DECHLORINATION
MANHOLE
EXISTING 250Ø DI
WATER DISTRIBUTION
MAIN TO LIONS BAY
CONNECT TO EXISTING
200Ø DI DRAIN
200Ø AWWA C219
RESTRAINED FLEXIBLE
COUPLING
150Ø PERFORATED
DR 28 PVC
PERIMETER DRAIN
REFER TO DETAIL 6
ON C-01-106
150Ø CLEANOUTS
DETAIL 7 ON SHEET
C-01-106
150Ø CLEANOUTS
AS PER DETAIL 7
ON SHEET
C-01-106
PROVIDE TEMPORARY
SHORING AS REQUIRED TO
PROTECT EXISTING BUILDING
250Ø SS
DRAIN OUTLET
LIMITS OF
EXCAVATION
PROTECT ROAD DURING
CONSTRUCTION
TIDEFLEX MIXING
SYSTEM
GLASS COATED BOLTED
STEEL TANK
FO
UN
DA
TIO
N S
LA
B
ACCESS
LADDER
BOTTOM ACCESS
DOOR
T
O
E
X
IS
T
IN
G
D
IT
C
H
T
O
H
A
R
V
E
Y
C
R
E
E
K
I
N
T
A
K
E
T
O
V
I
L
L
A
G
E
D
I
S
T
R
I
B
U
T
I
O
N
SUMP
MANHOLE
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
VOLB_LOGO.png
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-20
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK - STEEL OPTION
SITE PLAN
SHEET NUMBER
C-01-102
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\C
\605
46407
-S
HT
-0
0-C
-01-1
02-H
AR
VE
Y T
AN
K S
TE
EL - S
IT
E P
LA
N.D
WG
N
0 2.5 5
1:100
m
PLAN
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NOTE:
1. TOPOGRAPHIC SURVEY BY AECOM JUNE 20-21, 2017.
CO-ORDINATE SYSTEM: LOCAL
DATUM: LOCAL
2. TIDEFLEX MIXING SYSTEM CONSISTS OF THREE VARIABLE
ORFICE INLET NOZZLES. A MINIMUM DRAW DOWN OF 1.0m IS
REQUIRED DAILY IN ORDER TO ACHIEVE A COMPLETE MIXING
ON THE FILL CYCLE. THE REPRESENTATIVE VOLUME OF THE
DRAW DOWN IS 0.2 ML OR APPROXIMATELY 8.5% OF THE
TOTAL STORAGE CAPACITY.
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
VOLB_LOGO.png
1
C-01-107
A
C-01-105
2
C-01-107
0+015.004
92
94
96
98
100
102
104
106
108
110
112
114
92
94
96
98
100
102
104
106
108
110
112
114
-25 -20 -15 -10 -5 0 5 10 15 20 25
SLAB
EL 100.84m
EX. GROUND
DECHLORINATION
MANHOLE 1200Ø
250Ø x 200Ø H
REDUCER
APPROXIMATE LOCATION OF
EX. DRAIN. CONTRACTOR TO
CONFIRM ELEVATION
CONNECT TO EX. 200Ø DI
DRAIN WITH 200Ø AWWA
C219 RESTRAINED
FLEXIBLE COUPLING
250Ø INLET PIPE
150Ø PVC PERIMETER DRAIN
250Ø 316L SCH
10 SS DRAIN
CONCRETE
ENCASED
250Ø EBAA MEGAFLANGE
SERIES 2100 RESTRAINED
FLANGE ADAPTER
250Ø AWWA C219
FLEXIBLE TRANSITION
COUPLING DI TO DI
250Ø OUTLET PIPE
INV ELEV: 98.55
TIE INTO 250Ø DRAIN
EX. ROAD
SHORING
AS REQUIRED
1
1
BACKFILL WITH 75mm PIT RUN
IN 300mm LIFTS COMPACTED
AT MIN 95% MPMDD
EDGE OF EX. ROAD
ELEV: 105.46±
250Ø GATE VALVE
EX. UNDISTURBED
SUBGRADE
250Ø AWWA C219
FLEXIBLE TRANSITION
COUPLING DI TO SS
0.5m GRANULAR STRUCTURAL FILL
COMPACTED TO 95% (MPMDD)
NOTE:
DETAILED DESIGN OF TANK AND PIPING, MOUNTING HARDWARE, FOUNDATION
SLAB BETWEEN CONNECTION POINTS TO BE PROVIDED BY TANK SUPPLIER
116116
16.00m
12
.0
00
250Ø 316L SCH 10
SS OVERFLOW
HIGH LEVEL FLOAT
LOW LEVEL FLOAT
PRESSURE REDUCER
PIPE MOUNTING
BRACKETS (TYP.)
PRESSURE TRANSDUCER
CONTROLS
150Ø PVC PERIMETER DRAIN
0.50
0
1600Ø X 12m HIGH
GLASS-FUSED-TO
STEEL BOLTED
STEEL TANK
FLOAT LEVEL SENSOR
CONTROLS
0.1
50
0+015
95
96
98
100
102
104
106
108
110
112
114
95
96
98
100
102
104
106
108
110
112
114
-25 -20 -15 -10 -5 0 5 10 15 20 25
EX. GROUND
EX. GROUND
250Ø EX. GATE VALVE
250Ø SS INLET
TIDEFLEX VARIABLE
ORIFICE INLET NOZZLE
SS(TYP. OF 3)
250Ø AWWA C219 FLEXIBLE
TRANSITION COUPLING DI TO SS
250Ø SS OUTLET
0.450
1
1
EX. UNDISTURBED
SUBGRADE
250Ø 316L SCH
10 SS DRAIN
EDGE OF EX. ROAD
ELEV: 103.06m
0.5m GRANULAR
STRUCTURAL FILL
COMPACTED TO 95%
(MPMDD)
2.770
116116
EX. BUILDING
(PROTECT DURING
CONSTRUCTION)
12.000
SS DRAIN OUTLET
ACCESS
LADDER
PIPE MOUNTING
BRACKET SS (TYP.)
TMS SS MANIFOLD
BACKFILL WITH 75mm PIT RUN
IN 300mm LIFTS COMPACTED
AT MIN 95% MPMDD
16.00m
DRAIN OVERFLOW
FLOAT LEVEL
SENSOR CONTROLSHIGH LEVEL FLOAT
PRESSURE TRANSDUCER
CONTROLS
0.500
SLAB
EL 100.84m
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-13
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK - STEEL OPTION
SECTIONS AND TYPICAL DETAILS
SHEET NUMBER
C-01-103
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\C
\605
46407
-S
HT
-0
0-C
-01-1
03-H
AR
VE
Y T
AN
K - S
EC
TIO
NS
.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
B SECTION
C-102
Scale 1:100
A SECTION
C-102
Scale 1:100
NOTE:
1. TOPOGRAPHIC SURVEY BY AECOM JUNE 20-21, 2017.
CO-ORDINATE SYSTEM: LOCAL
DATUM: LOCAL
DUE TO DISTANCE TO MONUMENT & POOR GPS SIGNAL LOCAL CONTROL ESTABLISHED.
2. TIDEFLEX MIXING SYSTEM CONSISTS OF THREE VARIABLE ORFICE INLET NOZZLES. A
MINIMUM DRAW DOWN OF 1.0m IS REQUIRED DAILY IN ORDER TO ACHIEVE A COMPLETE
MIXING ON THE FILL CYCLE. THE REPRESENTATIVE VOLUME OF THE DRAW DOWN IS 0.2 ML
OR APPROXIMATELY 8.5% OF THE TOTAL STORAGE CAPACITY.
MIN. THRUST AREA BASED ON WATER PRESSURE OF 1380 KPa
AND SOIL BEARING CAPACITY OF 50 KPa
FITTING
PIPE DIAMETER
IN MILLIMETRES
MIN. THRUST AREA
IN SQ. METRES IN SQ. METRES
MIN. THRUST AREA
IN MILLIMETRES
PIPE DIAMETER
FITTING
90°
BEND
45°
BEND
OR WYE
22 1/2°
BEND
CAPPED
END OR
TEE
100
150
200
250
300
300
250
200
150
100 100
150
200
250
300
300
250
200
150
1000.4
0.8
1.4
2.2
3.2
0.4
0.6
0.8
1.2
1.8
0.2
0.4
.04
0.6
1.0
0.4
0.6
1.0
1.6
2.2
90° BEND 45° & 22 1/2° BEND VERTICAL BEND 45° WYE
REDUCER PLUGGED TEE PLUGGED CROSS CAPPED END OR TEE
300mm x 300mm x
100mm PRECAST
CONCRETE BLOCK
20M TIE BARS
NOTE:
1. VALUES GIVEN IN TABLE ARE BASED ON A SOIL BEARING CAPACITY OF 50KPa. FOR SOFT CLAY
AND SATURATED SAND-CLAY SOILS IN AN UNDISTURBED STATE.
2. FOR FIRM DRY CLAY OR COMPACT SAND OR GRAVEL, DIVIDE THRUST AREAS BY 2.0
3. FOR CROSSES USE 45° BEND VALUE IN EACH QUADRANT.
4. WHERE PIPE SIZE DIFFERS IN ANY ONE FITTING, USE THE VALUE FOR THE MAX. SIZE.
5. THRUST BLOCKS OF 15 MPa CONCRETE.
6. THRUST BLOCK CONCRETE SHALL NOT ENCROACH ON THE PIPE, BUT SHALL BEAR ON THE
FITTING ONLY.
7. FOR VOLUME OF ANCHOR BLOCKS FOR THE VERTICAL BEND, REFER TO PIPELINE DRAWINGS.
USE 2-20m BAR PER m3 CONCRETE.
MAX. D + 600mm
MIN D + 450mm
D
30
0m
mD
/4
MIN
1
50
mm
200mm THICK 75mm MINUS GRANULAR
SUBBASE COMPACTED TO MIN 95% MPMDD
TYPE 1 GRANULAR PIPE BEDDING.
100mm THICK 19mm MINUS GRANULAR
BASE COMPACTED TO MIN 95% MPMDD
REINSTATE ASPHALT WITH MMCD TYPE 2
UPPER COURSE MIX TO MATCH EXISTING
THICKNESS. 75mm MIN. IN 2 LIFTS
WHERE THICKNESS OF EXISTING
AC PERMITS, MILL TO 35mm
DEPTH, TACK COAT AND OVERLAY.
MAX D + 1000
75mm MINUS PIT RUN SAND
AND GRAVEL PLACED IN
300mm LIFTS AND
COMPACTED TO MIN 95%
MPMDD
100mm MIN THICK TOPSOIL &
SEED SURFACE.
BOULEVARDS AND EASMENTS ROAD AND LANEWAYS
300mm
IMPORTED 75mm MINUS GRANULAR
BACKFILL COMPACTED TO MIN 95% MPMDD
15
00
mm
M
IN
C
OV
ER
Ø1200mm PRECAST CONCRETE MANHOLE
C/W LADDER RUNGS @ 300mm CENTRES,
AS PER MMCD DETAIL S1
(RUNGS NOT SHOWN FOR CLARITY)
150Ø DRESSER
COUPLING C/W
RESTRAINED PIPE
HARNESS
COOPER B-LINE PIPE
SUPPORT C/W SADDLE
Ø150 90° FxF BEND
STANDARD PIPE
SUPPORT
ASHTO HS-20
LOADING CONCRETE
LID.
FEMALE N.T.P "KAMLOK"
CAP C/W "KAMLOK" CAP AND
SAFETY CHAIN. (REMOVE
CAM)
INSTALL TYPE C-2 MANHOLE
CASTING (Ø700mm OPENING),
CENTRE OVER VALVES
150Ø BLOWDOWN LEAD
ALIGNED OVER VALVE OPERATING NUT
1.8m
1.05
m
300mm
900m
m
3.0m MAX.
750m
m
252mm
600m
mj
TIE WIRE MESH AT
350mm MAX SPACING TO
LINE POSTS
TROWEL FINISH &
SLOPE ALL AROUND
HOG RING CLIP MESH AT
450mm MAX. SPACING
TO TENSION WIRE
TIRE WIRE MESH @ 450mm MAX. SPACING TO
TOP RAIL, COLOURED GREEN.
42mmØ TOP RAIL
TENSION BANDS AT 400mm
MAX. SPACING. POST TO BAR
SPACING 20-40mm
TENSION BAR THROUGH EVERY
MESH LOOP TO TERMINAL &
STRAINING POSTS
73mmØ END POST
60mm Ø LINE POST
BOTTOM TENSION WIRE
42mm Ø BRACE RAIL
EQ
EQ
CONCRETE FOOTING
FOR LINE POSTS MIN
18 MPA.
300mm X 100mm CONCRETE MOW STRIP
300m
m
3 STRAND
BARBED WIRE
POST CAP
150Ø PERFORATED
SDR28 PVC DRAIN PIPE
(PERFORATIONS
POINTED DOWN)
PEA GRAVEL
CONCRETE
FOUNDATION SLAB
WRAP IN MEDIUM
WEIGHT NON WOVEN
GEO TEXTILE WITH MIN
400 LAPS
MIN 150 SURROUND OF
19mm MINUS CLEAR
CRUSH GRAVEL
ROAD PAVEMENT
NELSON TYPE VALVE BOX WITH 50mm
THICK 1000mm DIA. ASPHALTIC
CONCRETE SURROUND WHEN VALVE BOX
IS NOT IN ASPHALT OR CONCRETE
150 DIA. PVC PIPE
ROUND GUIDE TYPE BUSHING
20 DIA. EXTENSION RODWHERE REQUIRED
GRANULAR PIPE
BEDDING
1500
MA
X.
CU
T T
O S
UIT
150
STANDARD 1200Ø
PRECAST MANHOLE
SODIUM
THIOSULFATE CAGE
SODIUM
THIOSULFATE CAGE
INSTALL 1200Ø
PRECAST MANHOLE
PROVIDE REINFORCED EYE
SPLICE AND 6m OF 12mm
NYLON ROPE EACH SIDE
10Ø LIFTING "U" BOLT BEND
TO 100Ø AND DOUBLE NUT
TO GRATING BANDING
HEAVY DUTY SS HINGES
WELDED TO GRATING AND
BANDING (3 REQ'D)
BAND ALL EXPOSED
EDGES (TYP.)
NOTCH FOR
LIFTING BOLT
FABRICATED CAGE WITH
BANDED SECTIONS OF 15mm X
3.2mm SS GRATING (304L OR
APPROVED EQUAL)
10mm SS J HOOK FOR
LIFTING CABLE
BENCHING BEHIND PIPE
OUTLET
PLAN
SECTION
SODIUM THIOSULFATE CAGE SECTION
BENCHING
DRAIN FROM RESERVOIR
600m
m
SU
MP
AIR GAP
150Ø SDR 28 PERFORATED PVC
IPS DRAIN (PERFORATIONS
POINTED DOWN)
150Ø 45° BEND
C/W CAP
150Ø WYE FITTING
INSTALL CLEANOUTS IN #37 BROOKS
SERIES IN CONC. INSPECTION BOX
C/W CAST IRON COVER
700mm
150mm
INSTALL VERTICAL RISER
150Ø SDR 28 PVC PIPE
(AS REQUIRED)
BACKFILL WITH PITRUN GRAVEL TO
GRADUATION DETAILED ON THIS
SHEET. BACKFILL TO BE PLACED IN
LOOSE LIFTS NO GREATER THAN
300mm AND COMPACTED TO MPD.
EX. GROUND
MIN 150mm THICK 20mm MINUS
BEDDING COURSE, COMAPTED TO
95% MPD.
PRECAST LOCK
BLOCK RETAINING
WALL
150Ø PERFORATED DRAIN AT BASE
OF WALL. SURROUND WITH 20mm
CLEAR DRAIN ROCK WRAPPED IN
NON-WOVEN GEO-FABRIC.
1:4 MAX
150mm MIN GRAVEL
SURFACE
CHAIN LINK FENCE
(AS REQUIRED)
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ith
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o n
ot scale this d
ocum
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ll m
easure
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ust be
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m stated
dim
en
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IS
O A
1 59
4m
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41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
VOLB_LOGO.png
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ISSUE/REVISION
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SHEET TITLE
STANDARD DETAILS
SHEET NUMBER
C-01-104
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\C
\605
46407
-S
HT
-0
0-C
-01-1
04-D
ET
AILS
.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Scale: 1:25
TYPICAL TRENCH DETAIL 1
-
Scale: N.T.S
THRUST BLOCK DETAILS3
-
Scale: N.T.S
DECHLORINATION MANHOLE DETAILS4
-
Scale: N.T.S
BLOWDOWN DETAIL 5
-
Scale: N.T.S
GATE VALVE BOX DETAIL 8
-
Scale: N.T.S
HARVEY - PERFORATED PERIMETER DRAIN DETAIL6
C-102
Scale: 1:25
HARVEY TANK CLEANOUT DRAIN DETAIL7
C-102
Scale: 1:50
LOCK BLOCK WALL DETAIL9
-
Scale: 1:25
HARVEY SITE FENCE DETAIL2
-
250Ø EBAA MEGAFLANGE
SERIES 2100 RESTRAINED
FLANGE ADAPTER
250Ø 316L SCH 10 SS
DRAIN OUTLET
250Ø 45° DI BEND
C/W THRUST
BLOCK
1200Ø DECHLORINATION
MANHOLE AS PER DETAIL 4
ON DRAWING C-01-104
150Ø PVC PERIMETER DRAIN
150Ø PVC DRAIN
250Ø TO 200Ø
REDUCER C/W
THRUST
BLOCKS
250Ø 316L SCH
10 SS DRAIN
250Ø AWWA
C219 TRANSITION
COUPLING DI TO SS
NEW HARVEY TANK
NEW HARVEY TANK
FOUNDATION
INV ELEV: 98.11m
INV ELEV: 98.11m
250Ø GATE VALVE
250Ø AWWA C219
FLEXIBLE TRANSITION
COUPLING DI TO DI
0
.5
m
(T
Y
P
.)
250Ø CL350 DI BYPASS
EXISTING
TREATMENT
BUILDING
NEW HARVEY TANK
E
X
I
S
T
I
N
G
2
5
0
Ø
W
A
T
E
R
O
U
T
L
E
T
E
X
I
S
T
I
N
G
2
5
0
Ø
W
A
T
E
R
I
N
L
E
T
EXISTING 250Ø TEE
250Ø GATE VALVE
EXISTING 250Ø TEE
EXISTNG 250Ø GATE VALVE
250Ø VERTICAL 90° BENDS
250Ø AWWA C219
FLEXIBLE TRANSITION
COUPLING DI TO SS
NEW HARVEY TANK
FOUNDATION
150Ø PVC
PERIMETER DRAIN
B
U
I
L
D
I
N
G
TIE IN TO EXISTING 250Ø
WATER OUTLET
EBAA MEGAFLANGE
SERIES 2100 RESTRAINED
EXISTING 250Ø
GATE VALVE
TIE IN TO EXISTING 250Ø
WATER INLET
EBAA MEGAFLANGE SERIES
2100 RESTRAINED
Printed on ___% Post-Consumer
Recycled Content Paper
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EC
OM
's client and m
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artie
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pt a
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ed
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EC
OM
a
nd
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s re
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ire
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y la
w o
r fo
r u
se
b
y g
ove
rn
me
nta
l re
vie
win
g a
ge
ncie
s. A
EC
OM
a
cce
pts n
o re
sp
onsibility, an
d d
en
ies a
ny lia
bility w
hatso
eve
r, to
a
ny p
arty tha
t m
od
ifie
s th
is dra
wing
w
ith
ou
t A
EC
OM
's exp
ress w
ritten
con
sen
t. D
o n
ot scale this d
ocum
ent. A
ll m
easure
men
ts m
ust be
o
bta
in
ed
fro
m stated
dim
en
sio
ns.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
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L(201
8-09-13
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ast P
lotted: 201
8-09-20
SHEET TITLE
STANDARD DETAILS
SHEET NUMBER
C-01-105
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\C
\605
46407
-S
HT
-0
0-C
-01-1
05-D
ET
AILS
.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DRAIN CONNECTION DETAIL 2
Scale 1:50
DRAIN CONNECTION DETAIL 1
Scale 1:50
EQUIPMENT SYMBOLS
PUMP, CENTRIFUGAL
PUMP, DIAPHRAGM
PUMP, GEAR
PUMP, METERING
PUMP, ROTARY LOBE
PUMP, SUBMERSIBLE
STOP LOG
PUMP, VERTICAL
LEVEL CONTROL GATE
SLUICE GATE
SLIDE GATE
FLAP GATE
WEIR GATE
PUMP, PERISTALTIC
GATE VALVE
GLOBE VALVE
BUTTERFLY VALVE
BALL VALVE, CLOSED
PLUG VALVE
DIAPHRAGM VALVE
FLOAT VALVE
PINCH VALVE
KNIFE GATE VALVE
NEEDLE VALVE
CHECK VALVE
CHECK VALVE, DOUBLE LEAF
BALL CHECK VALVE
BACKFLOW PREVENTER
MUD VALVE
PRIMARY PROCESS LINE
SECONDARY PROCESS LINE
FUTURE PROCESS LINE
VENDOR PACKAGE BOUNDARY
EXISTING PIPING AND EQUIPMENT
EXISTING PIPING AND EQUIPMENT
ENCLOSURE BOUNDARY
TO BE REMOVED
FOOT VALVE
TELESCOPIC VALVE
ANGLE VALVE
3 WAY VALVE
4 WAY VALVE
PRESSURE RELIEF VALVE
AIR GAP
SEPARATOR, AIR
CAP OR PLUG
STRAINER, BASKET
CALIBRATION CHAMBER
CONNECTION, PURGE
DRAIN
EXPANSION JOINT
FLEXIBLE CONNECTION
HARD PIPE
SEPARATOR, LIQUID
SIGHT GLASS
VENT, AIR
SPECTACLE BLIND
TRAP
VENT, STEAM
VENTURI
BLIND FLANGE
WEIR
REDUCER
UTILITY CONNECTION,
FLAME ARRESTER
FLUME
FLOW STRAIGHTENING
VANES
PULSATION DAMPENER
STRAINER
UTILITY STATION
SAMPLE POINT,
MANUAL
SAMPLER, AUTOMATIC
CONNECTOR, QUICK
OR FLUSHING
DIFFUSER OR
SPRAY NOZZLE
EYE WASH/SHOWER STATION
ANNUBAR
INJECTOR
NOMINAL DIAMETER (mm)
COMMODITY
EQUIPMENT
ABBREVIATION
EQUIPMENT NUMBER
SOLENOID
DIAPHRAGM (SPRING)
DIAPHRAGM (PRESSURE)
PISTON
MOTOR
INSULATION AND HEAT TRACING
COMMODITY
SOURCE OR DESTINATION
DRAWING No.
DIGITAL
PUMP, PROGRESSING CAVITY
PROCESS LEGEND SHEET FOLLOWS ISA 5.1 (R1992) INSTRUMENTATION SYMBOLS AND
IDENTIFICATION. ALL EQUIPMENT SHOWN ON THIS LEGEND SHEET ISN'T NECESSARILY USED FOR
THIS PROJECT.
COMPRESSOR
CHILLER
DIFFUSER HEADER
HEAT EXCHANGER
SILENCER
SCREENING CONVEYOR
GRINDER/MACERATOR
MOTOR
BOILER
BURNER, WASTE GAS
DISTILLATION TOWER
TANK
VESSEL
BIN
VESSEL (PRESSURE)
ROTARY SEPARATOR
SLUDGE SKIMMER
CYCLONE
GRIT CLASSIFIER
SCREENING WASHER/
ROTARY SCREEN
CENTRIFUGE
COMPACTOR
BLOWER OR FAN
PUMP, SUBMERSIBLE
PROPELLER
CHECK VALVE, DUCKBILL
AS ADJUSTABLE SPEED
CS-1 CONSTANT SPEED (SINGLE SPEED)
CS-2 CONSTANT SPEED (TWO SPEED)
CS-RCONSTANT SPEED (REVERSIBLE)
B.O.P.A. BOTTOM OF PUMP
C/L CENTRE LINE
EL. ELEVATION
HWL HIGH WATER LEVEL
INV. INVERT
LWL LOW WATER LEVEL
MAX. MAXIMUM
MIN. MINIMUM
N.T.S.A. NOT TO SCALE
T.O.C. TOP OF CONCRETE
PIPE LINE DEVICES VALVE SYMBOLS PIPE IDENTIFICATION
EQUIPMENT IDENTIFICATION
PROCESS LINE IDENTIFICATION
PROCESS LINE CODES
PUMP SYMBOLS
GENERAL ABBREVIATIONS
VALVE ACTUATORS/OPERATOR
GATE SYMBOLS
PROCESS FLOW ARROW
AREA BOUNDARY
WAS BOX
VESSEL, JACKETED
MIXER, PROPELLER
SCREEN, BAR
SCREEN, MANUAL
MIXER, INLINE
BACK PRESSURE REGULATOR
VALVE - EXTERNAL PRESSURE
TAP
BACK PRESSURE REGULATOR
VALVE - SELF CONTAINED
BALANCING DAMPER, CIRCULAR
PRESSURE REDUCING
REGULATOR VALVE - EXTERNAL
PRESSURE TAP
PRESSURE REDUCING
REGULATOR VALVE - SELF
CONTAINED
PRESSURE AND VACUUM
RELIEF VALVE
RUPTURE DISC PRESSURE
RELIEF VALVE
RUPTURE DISC VACUUM
RELIEF VALVE
BALL VALVE, OPEN
M
SCRUBBER
P
D
E
S
S
T
ORIFACE PLATE
LEVEL
K
D
M
S
GENERATOR
SCUM COLLECTOR
XXX-YYY
XX
ZZZ
XX1
XX2
XXXX
LIN1
LIN2
XX1
XX2
XXXX
LIN1
LIN2
XX
VACUUM RELIEF VALVE
AIR RELEASE VALVE
PUMP, PLUNGER
IN-PIPE DIFFUSER W/ QUILL
RW RAW WATER
TW TREATED WATER
SHC SODIUM HYPOCHLORITE
DR DRAIN
LCP LOCAL CONTROL PANEL
P PUMP
UV UV REACTOR
XXX-ZZZ
VALVE ABBREVIATION
PRV PRESSURE REDUCING VALVE
VALVE
NUMBER
NOTES:
1 REFER TO DRAWING I-00 FOR INSTRUMENTATION SYMBOLS
AND ABBREVIATIONS.
COMMODITY ABBREVIATIONS
DR DRAIN
RW
TW
O/F
RAW WATER
TREATED WATER
OVERFLOW
M
ELECTRICAL ACTUATED
BUTTERFLY VALVE
LS
-
FLOAT LEVEL SWITCH
XX
-
ULTRA SONIC LEVEL
SENSOR
PRESSURE SENSOR,
IN-LINE
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
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AN
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OW
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L(201
8-09-12
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ast P
lotted: 201
8-09-20
SHEET TITLE
INSTRUMENTATION LEGEND
AND SYMBOLS
SHEET NUMBER
P-01-000
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SS
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\P
\6
05464
07-S
HT
-00-P
-01-00
0.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
HARVEY CREEK
INTAKE
TO P-002M
PIT
201A
PI
202A
PI
202B
PIT
201B
VENDOR SUPPLY
PRV-201A
PRV-202A
AE
210A
TURB
LCP
200
AIT
210A
TURB
AI
210A
AI
TU
RB
ID
IT
Y
PI
201A
AI
PR
ES
SU
RE
IN
DIC
AT
IO
N
PI
201B
AI
PR
ES
SU
RE
IN
DIC
AT
IO
N
FE
230A
S
S
EXISTING BUILDING
150x250250x150
200-RW
15
0-R
W
100-RW
15
0-R
W
(EXISTING)
(EXISTING)
MN
201A
DO
PR
V
CLO
SE
CO
MM
AN
D
MN
202A
DO
PR
V
CLO
SE
CO
MM
AN
D
FIT
230A
FI
230A
AI
FLO
W
IN
DIC
AT
IO
N
AI
230B
AI
CH
LO
RIN
E
RE
SID
UA
L
AE
230B
CHLORINE RESIDUAL
AIT
230B
CHLORINE RESIDUAL
ZSC
202A
DI
VA
LV
E
CLO
SE
D
ZSC
201A
DI
VA
LV
E
CLO
SE
D
ZSC
201A
ZSC
202A
250x200
200x250
EXISTING PRESSURE
REDUCING VALVE STATION
UV
210
UV
220
FV
210A
O/O
FV
220A
O/O
20
0-R
W
LCP
101
LCP
102
UV EQUIPMENT
VENDOR PACKAGE
200x300
300x200
300x200
M
M
P
225
P
215
EXISTING DISINFECTION FACILITY
BULK
HYPO-CHLORITE
TOTE
M
M
REFER TO
P-215
CHLORINE SYSTEM VENDOR PACKAGE
ES
BULK
HYPO-CHLORITE
TOTE
CALIBRATION
COLUMN
ES
UA
215
DI
GE
NE
RA
L
FA
ULT
FM
215
AO
DO
SE
RA
TE
MM
215
DI
PU
MP
PU
LS
E
CHLORINE ROOM
20
0-R
W
25
-S
HC
ES
ES
ES
ZSC
202A
ZSC
201A
ES
ES
SV
201A
SV
202A
ZSC
202A
ZSC
201A
ROCK PIT
75-DR
D
D
F/C
F/C
FQ
230A
DI
FLO
W
TO
TA
LIZ
E
(PRV-200)
SPILL
CONTAINMENT
VAULT
TRENCH
DRAIN
100 - DR
LSH
210A
LAH
210A
DI
VA
ULT
HIG
H
LE
VE
L
TO P-002
(EXISTING)
ROCK PIT
75-DR
10
0-R
W
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-12
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
EXISTING HARVEY PRV 200 AND
DISINFECTION FACILITY PROCESS
AND INSTRUMENTATION DIAGRAM
SHEET NUMBER
P-01-001
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SS
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\P
\6
05464
07-S
HT
-00-P
-01-00
1.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PRESSURE REDUCING VALVE STATION
EQUIP No. PRV-200
SPEC: 11300
TYPE: PRESSURE REDUCING
SIZE: 3.25ML/d (MAX. FLOW)
TW
P-001
FROM EX. WATER
TREATMENT BUILDING
250-01
LSLL
230C1
LYLL
230C1
LAL
230C1
(EXISTING)
LE
230A1
LIT
230A1
LAH
230B
LI
230A
EXISTING NEW
250-SS
LSHH
230B1
LYHH
230B1
250-SS 200-DI
250-SS
HARVEY TANK
TK
230
DECHLORINATION
CHAMBER
DR
TO ENVIROMENT
(DRAWN TO DITCH)
TW
TO LIONS BAY
DISTRIBUTION
TW
DR
AIR
BREAK
O/F
TW
P-001
TO EX. WATER
TREATMENT BUILDING
50-TW
LCP
200
250
-D
I
250-DI
(EXISTING BYPASS)
250-SS
200
DI
250-DI
250x200
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-20
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK
PROCESS AND INSTRUMENTATION
DIAGRAM
SHEET NUMBER
P-01-002
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SS
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\P
\6
05464
07-S
HT
-00-P
-01-00
2.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
NOTE:
LCP 200 IS LOCATED WITHIN EXISTING TREATMENT BUILDING.
REFER TO ELECTRICAL DRAWING
GROUND
EL. 100.46m±
EL. 101.18m±
EL. 100.84m
1500x300x300 DEEP SUMP
C/W SUMP GRATING &
SS SCREEN
150x125 K/O FOR SUMP
REINFORCED CONCRETE
THRUSTS BLOCK
THRUST-SEAL PLATE
C/W BOLTS (TYP.)
TIE ROD LUGS
(TYP. 4)
150Ø
150Ø
250Ø
OUTLET
(50Ø BY-PASS REMOVED FOR CLARITY)
0.300
0.914
1.810
0.305
EL. 101.18m±
2.000
0.125
2.600
1.850
1.050
SAWCUT AND DEMOLISH EXISTING
WALL AND ROOF TO SUIT CHAMBER
EXTENSION
DEMOLISH EXISTING THRUST BLOCK
REMOVE EXISTINIG TRANSITION
COUPLING. SALVAGE FOR REUSE
REMOVE EXISTING Ø150 SPOOL
BETWEEN VICTAULIC AND
TRANSITION COUPLING
REMOVE EXISTING DI AND
INSTALL 150Ø STEEL MAIN
FORM AND CAST IN PLACE
CHAMBER EXTENSION
Ø150mm AWWA C219
TRANSITION
COUPLING. (REUSE
EXISTING IF POSSIBLE)
CONSTRUCT
THRUST BLOCK
EXISTING HARVEY
TANK PRV
RELOCATE BYPASS PIPE AS
SHOWN ON THIS DRAWING
PIPE PENETRATION
DETAIL SEE STRUCTURAL
SHEET S-002 DETAIL K
EL. 101.18m±
EL. 100.84m
250Ø
0.300
2.000
150Ø
OUTLET
0.125
2.600
MSU TYPE MG SS HATCH -
SERVICE STAIR ACCESS
FORM AND CAST IN PLACE
CHAMBER EXTENSION
150mm CWS ADJUSTABLE
GALVANIZED SADDLE.
STEEL PIPE SUPPORT
150mm LINK SEAL
CONSTRUCT
THRUST BLOCK
REPLACE EX. 250Ø PIPE
3 33
3 3
1
1
2
2
2
4
4
6
6
1500x300x300 DEEP SUMP
C/W SUMP GRATING &
SS SCREEN
150x125 K/O FOR SUMP
MSU TYPE MG SS HATCH -
SERVICE STAIR ACCESS
FORM AND CAST IN PLACE
CHAMBER EXTENSION
150mm CWS ADJUSTABLE
GALVANIZED SADDLE.
STEEL PIPE SUPPORT
150mm LINK SEAL
CONSTRUCT
THRUST BLOCK
REPLACE EX. 250Ø PIPE
3
REINSTALL
EXISTING BY-PASS
7
7
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
VOLB_LOGO.png
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
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US
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.A
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EL
L(201
8-09-12
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ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK
PRV 200 ACCESS MODIFICATIONS
SHEET NUMBER
M-01-001
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
GW
GW
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\M
\6054
6407-S
HT
-00
-M
-0
1-001
.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PLAN
Scale 1:20
DEMOLITION AND REMOVALS PLAN
Scale 1:20
A SECTION
-
Scale 1:20
B SECTION
-
Scale 1;20
A
-
B
-
C
-
C SECTION
-
Scale 1:20
NOTES:
1. ALL 75mm DIA. AND LARGER PIPE, INSIDE WETTED SURFACES TO BE
SANDBLASTED, EPOXY LINED AND COATED TO AWWA C-210 AND NSF-61
SPECIFICATION. FINISH COATING WILL BE BLUE ENAMEL.
2. FABRICATED STEEL PIPEE AND FITTINGS TO BE SCHEDULE NO. 40
STEEL PIPE FOR SIZES TO 250mm DIA.
3. LOADING: H2O STATIC LOAD RATES
MATERIALS LIST
ITEM QTYDESCRIPTION
1 1
100 CLA-VAL 90 - 01 BSYKC PRESSURE REDUCING VALVE
C/W CLOSE POSITION INDICATOR, 120V SOLENOID
VALVE AND 120V AC CONTACTOR - THREADED
2 2
100 MUELLER A2360-6W41 NRS GATE VALVE
C/W HANDWHEEL - THREADED
3 3 GALVANIZED STEEL ADJUSTABLE PIPE SUPPORTS
4 1
275 VICTAULIC #07 ZERO FLEX COUPLING
5 1
100 MUELLER 11m CAST IRON Y STRAINER
C/W BLOWDOWN VALVE - THREADED
6 1
75mm "H" STRAINER W/ EPOXY COATING AND
BLOWDOWN VALVES.
CLA-VAL, SINGER OR APPROVED ALTERNATIVE
MSU TYPE MG SS HATCH AND SERVICE STAIR
ACCESS
7 1
1
S1001
A
S1001
1 SECTION
S1002
Scale 1:50
A DETAIL
S1002
Scale 1:50
REINFORCING BAR DEVELOPMENT AND SPLICE LENGTH
SCHEDULE
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 - 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: R
OD
ER
IC
K.C
AS
TILLO
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18-09
-20
) La
st P
lotted: 2018-09-20
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
S-01-001
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SZ
WH
MG
W
File
nam
e: P
:\6054
6407
\90
0-C
AD
_G
IS
\91
0-C
AD
\2
0-S
HE
ET
S\S
\60546
407 S
-01-001.D
WG
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
C TYPICAL WALL CONSTRUCTION JOINTS
STD.
Scale NTS
G WALL AND SLAB OPENINGS
STD
Scale NTS
TYP. REINFORCEMENT AT
PLAN VIEW
A TYPICAL CONCRETE WALL CORNER
STD.
Scale NTS
D BELOW SLAB PIPE ENCASEMENT DETAIL
STD.
Scale NTS
E CONCRETE ROOF SLAB
STD.
Scale NTS
TYPICAL PIPE THROUGH
TYPICAL PIPE SLEEVE
F THROUGH CONCRETE FLOOR
STD.
Scale NTS
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 - 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: R
OD
ER
IC
K.C
AS
TILLO
(20
18-09
-20
) La
st P
lotted: 2018-09-20
SHEET TITLE
STANDARD DETAILS
SHEET 1
SHEET NUMBER
S-01-002
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SZ
WH
MG
W
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\S
\6
05464
07 S
-01-0
02.D
WG
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DEMOLITION PLAN
Scale 1:20
T.O.C .
EL. 100.84
T.O.C .
EL. 101.18±
EXIST GRADE
EL. 100.46±
EXISTING HAVEY
TANK PRV
1 SECTION
-
Scale 1:20
1
-
SAWCUT AND DEMOLISH
EXISTING WALL AND ROOF TO
SUIT CHAMBER EXTENSION
3310
1500
2000
150
125
155
155 155
155
155
SAWCUT AND DEMOLISH
EXISTING WALL AND ROOF TO
SUIT CHAMBER EXTENSION
150Ø PIPE ℄
150Ø PIPE ℄
1850 3155
MODIFICATION FLOOR PLAN
Scale 1:20
FORM AND CAST IN PLACE
CHAMBER EXTENSION
200
T.O.C .
EL. 100.84
T.O.C .
EL. 101.18±
EXIST GRADE
EL. 100.46±
2 SECTION
-
Scale 1:20
2000
150
125
200 1375
OPENING
2477
300
300
SQ
150
300
1
1
200
2
-
1500
200
200
1500
155
155
ALUMINUM
C230x20
STRINGER
MSU TYPE MG
HATCH
3
0
°
8
3
0
SEE NOTE 3
SEE NOTE 4
SEE NOTE 2
150Ø PIPE ℄
150Ø PIPE ℄
2%
SLOPE
DN
2% SLOPE
950
2%
SLO
PE
SUMP
150
SEE STD
DETAIL
NOTES:
1. ALUMINUM SHIP'S LADDER WITH HANDRAILS.
2. ALUMINUM L89x89x9.5x90mm LONG C/W 19Ø S.S. HILTI HIT
HY200 ANCHOR WITH 150 EMBEDMENT.
3. ALUMINUM L89x89x9.5x90mm LONG TYP. C/W 22x40 HORIZ.
SLOTTED HOLE FOR 19Ø S.S. HILTI HIT HY200 ANCHOR WITH
150 EMBEDMENT.
4. ALUMINUM HANDRAIL, SEE STANDARD DETAIL.
MODIFICATION - PARTIAL ROOF PLAN
Scale 1:20
1375
OPENING
76
0
OP
EN
IN
G
1715
11
00
MSU TYPE MG
S.S. HATCH
EDGE OF
CONCRETE
EXISTING CHAMBER1850
19
00 17
0
TY
P
170
TYP.
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 - 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: R
OD
ER
IC
K.C
AS
TILLO
(20
18-09
-20
) La
st P
lotted: 2018-09-20
SHEET TITLE
HARVEY TANK
PRV CHAMBER MODIFICATION
PLANS AND SECTIONS
SHEET NUMBER
S-01-100
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
SZ
WH
MG
W
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\S
\6
05464
07 S
-01-1
00.D
WG
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
N
1850
CHAMBER MODIFICATION FLOOR & WALL REINFORCING PLAN
Scale 1:20
15M CORNER
BAR @ 300
550
TYP
T.O.C .
EL. 100.84
T.O.C .
EL. 101.18±
EXIST GRADE
EL. 100.46±
1 SECTION
-
Scale 1:20
2000
150
125
200 1375
OPENING
2477
300
300
SQ
150
390
11
200
1510
200
200
1500
155
155
MSU TYPE MG
S.S. HATCH
10M @ 125
VERT, TYP
50 CLR
TYP.
10M @ 300
HORI, TYP
A
-10M DOWELS
@ 300 W/ HILTI HIT
HY200 115 EMD.
500 PROJ. TYP.
1
-
10M VERT
10M HORI
300
10M DOWELS
TO MATCH VERT
10M @ 125
10M @ 300
10M @ 125
GASKET
WATERSTOP TYP
SEE PLAN
150Ø PIPE ℄
150Ø PIPE ℄
2% SLOPE
EXISTING CHAMBER
10M @ 300
10M @ 125
10M
D
OW
ELS
@ 300
2
-
FIELD ADJUST BARS TO
FIT W/ ADD. REINF.
SEE STD. DETAIL
SEE ROOF
REINF. PLAN
EXISTING CHAMBER
75
ROUGHEN
SURFACE
A DETAIL
-
Scale 1:10
EXISTING CHAMBER
550
15
0
200
10M CORNER BAR
TO MATCH WALL
VERT. BARS
SEE WALL REINF. PLAN
SEE ROOF REINF. PLAN
2 SECTION
-
Scale 1:10
GASKET
WATERSTOP
TYP.
CHAMBER MODIFICATION ROOF REINF. PLAN
Scale 1:20
1375
OPENING
76
0
OP
EN
IN
G
EXISTING CHAMBER1850
19
00
10
M D
OW
EL
S
@ 3
00
ADDITIONAL
2-10M TYP.
1-10M
ADDITIONAL
1-10M
6
0
0
10
M D
OW
EL
S
@ 3
00
2-10M
10
M @
3
00
MID
-D
EP
TH
10
M @
3
00
MID
-D
EP
TH
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 - 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: R
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lotted: 2018-09-20
SHEET TITLE
HARVEY TANK
PRV CHAMBER MODIFICATION
REINFORCEMENT DETAIL
SHEET NUMBER
S-01-101
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Printed on ___% Post-Consumer
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ing has been prepared for the use of A
EC
OM
's client and m
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ust be obtained from
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ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-13
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
ELECTRICAL SPECIFICATIONS
SHEET 1 OF 2
SHEET NUMBER
E-01-000
Proje
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NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
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1.0 GENERAL CLAUSES
.1 THE GENERAL REQUIREMENTS, INSTRUCTIONS TO BIDDERS, SPECIFICATIONS AND DRAWINGS FORM
PART OF THE CONTRACT DOCUMENTS AND SHALL BE READ IN CONJUNCTION WITH THEM. WORK SHALL
INCLUDE THE FURNISHING OF ALL LABOUR AND MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE
TO COMPLETE AND PUT INTO OPERATING CONDITION ALL ELECTRICAL AND INSTRUMENTATION AND
CONTROL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS HEREIN.
.2 WORD “SUPPLY” SHALL MEAN THAT SO NOTED EQUIPMENT IS TO BE PURCHASED, ASSEMBLED, AND
SHIPPED UNDAMAGED TO THE SITE. WHERE AN ITEM IS SUPPLIED BY THE OWNER, BY OTHERS OR BY
ANOTHER DIVISION, THE WORK OF MOUNTING, CONNECTING AND COMMISSIONING THE ITEM SHALL BE
INCLUDED IN THE CONTRACT UNLESS SPECIFICALLY NOTED OTHERWISE.
.3 WORD “PROVIDE” SHALL MEAN THAT THE SO NOTED EQUIPMENT IS TO BE SUPPLIED, INSTALLED,
CONNECTED, ADJUSTED, CALIBRATED, TUNED, CLEANED, COMMISSIONED, AND PLACED INTO FULL
SERVICE.
.4 WORD “INSTALL” SHALL MEAN TO PUT THE SPECIFIED ITEM INTO FULL OPERATION, SECURELY
FASTENED AND CONNECTED TO THE SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL WORK AND
MATERIAL WHICH IS NECESSARY TO SECURELY FASTEN AND GIVE A PRESENTABLE FINISHED
APPEARANCE INCLUDING ALL NECESSARY CONNECTIONS AND CONDUCTORS. SUCH NOTED
EQUIPMENT MUST BE FULLY CALIBRATED AND TESTED.
.5 THE DRAWINGS AND SPECIFICATIONS ARE ALL INCLUSIVE.
.6 RESPONSIBILITY AS TO WHICH TRADE PROVIDES REQUIRED ARTICLES OR MATERIALS RESTS SOLELY
WITH THE GENERAL CONTRACT TRADE. EXTRAS WILL NOT BE CONSIDERED BASED ON GROUNDS OF
DIFFERENCE OF INTERPRETATION OF SPECIFICATIONS AS TO WHICH TRADE INVOLVED SHALL PROVIDE
CERTAIN SPECIALTIES OR MATERIALS.
.7 PRIOR TO SUBMITTING TENDER, ELECTRICAL TRADE TO CAREFULLY EXAMINE THE SITE AND
ASCERTAIN ALL CONDITIONS WHICH MAY AFFECT HIS TRADE. NO EXTRAS WILL BE ALLOWED FOR
WORK RESULTING FROM CONDITIONS THAT WOULD HAVE BEEN EVIDENT UPON A THOROUGH
EXAMINATION OF SITE.
.8 DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY EACH TO THE OTHER AND WHAT IS CALLED
FOR BY ONE TO BE BINDING AS IF CALLED FOR BY BOTH.
.9 SHOULD ANY DISCREPANCY APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS WHICH LEAVES
ELECTRICAL TRADE IN DOUBT AS TO TRUE INTENT AND MEANING, OBTAIN RULING BEFORE SUBMITTING
TENDER. IF THIS IS NOT DONE, IT WILL BE ASSUMED THAT THE MOST EXPENSIVE ALTERNATE HAS
BEEN FIGURED.
.10 THIS CONTRACTOR TO EXAMINE CAREFULLY ALL DRAWINGS AND WORK OF OTHER TRADES AND BE
SATISFIED THAT THE WORK UNDER THIS CONTRACT CAN BE SATISFACTORILY CARRIED OUT WITHOUT
CHANGES. SHOULD ANY DIFFICULTY ARISE SHOWING CONFLICT WITH, OR REQUIRING ADDITIONAL
WORK BEYOND THE WORK OF THESE DRAWINGS, BRING THIS MATTER TO THE ATTENTION OF THE
ENGINEER BEFORE SUBMITTING TENDER.
1.1 SCOPE
.1 PROVIDE ALL ITEMS, MATERIALS, EQUIPMENT AND LABOUR AS REQUIRED FOR A COMPLETE AND AN
OPERATIONAL SYSTEMS AS MENTIONED HEREIN, OR INDICATED ON THE DRAWINGS.
.2 THE WORK SHALL INCLUDE BUT NOT BE LIMITED TO:
.1 PROVIDE A NEW 78mm RPVC DBII UNDERGROUND CONDUIT FROM THE RESERVOIR
ELECTRICAL ROOM TO TELUS POINT OF INTERFACE NEAR THE ACCESS GATE AT
OCEANVIEW ROAD. PROVIDE A NEW CAT5E CABLE FROM THE RESERVOIR CONTROL ROOM
THROUGH THE NEW CONDUIT TO THE TELUS POINT OF INTERFACE. INSTALL CAT5E CABLE
RETERMINATE TO RE-ESTABLISH COMMUNICATIONS APPROX. 300m. 450mm (min.) NATIVE
COVER
.2 OBTAIN FROM EXISTING LEVEL TRANSMITTER ANY AND ALL PARAMETERS CONFIGURED
FROM DEFAULT. SURVEY EXISTING INSTALLATION LEVEL SWITCH ELEVATIONS. REMOVE
THE EXISTING INSTRUMENTS FROM THE EXISTING HARVEY RESERVOIR AND TURN OVER TO
OWNER.
.3 PROVIDE A NEW LEVEL INDICATING TRANSMITTER AND LEVEL FLOAT SWITCHES. INSTALL
NEW LEVEL TRANSMITTER IN UV BUILDING (REPLACE EXISTING). CONNECT NEW LEVEL
INSTRUMENTS TO THE EXISTING PLC IN THE UV BUILDING ELECTRICAL ROOM CONTROL
PANEL. INSTALL ULTRASONIC TRANSDUCER AND FLOAT SWITCH (AND HANGER) IN
RESERVOIR IN CLOSE PROXIMITY TO ACCESS HATCH AND LADDER FOR MAINTENANCE
PURPOSES.
.4 PROVIDE LIMIT SWITCH FOR EACH RESERVOIR ACCESS HATCH. CONNECT NEW LIMIT
SWITCH TO EXISTING PLC SPARE DIGITAL INPUT IN THE UV BUILDING. PROGRAM SECURITY
ALARM POINT INTO STATION PLC AND WORKS YARD SCADA STATION (FACTORYTALK VIEW
SE). CONFIGURE WORKS YARD PLC TO COMMUNICATE WITH ALARM DIALOUT MODEM FOR
"HARVEY RESERVOIR SECURITY BREACH"
.5 PROVIDE 4C-#14 TECK90 FROM UV BUILDING CONTROL PANEL TO RESERVOIR ACCESS
HATCH JUNCTION BOX FOR LEVEL SWITCH & LIMIT SWITCH.
.6 PROVIDE FIELD COMMISSIONING, ADJUSTMENT AND CERTIFIED MANUFACTURERS
ACCEPTANCE REPORTS FOR ALL ELECTRICAL AND CONTROL AND INSTRUMENTATION
EQUIPMENT AND SYSTEMS.
.7 PROVIDE SHOP DRAWINGS FOR PULL BOXES, LEVEL TRANSMITTER, LEVEL FLOAT SWITCH.
.8 PROVIDE O&M MANUALS FOR THE COMPLETE ELECTRICAL SYSTEM. O&M MANUAL WILL
INCLUDE, BUT NOT LIMITED TO, ALL MAINTENANCE MANUALS, DETAILED LIST OF ANY
COMPONENT PARAMETER(S) THAT HAS BEEN CONFIGURED FROM DEFAULT.
.9 THE CONTRACTOR SHALL BE FULLY QUALIFIED AND EQUIPPED TO CARRY OUT THE TESTING
OF ALL ELECTRICAL, CONTROL AND INSTRUMENTATION EQUIPMENT AND SYSTEMS OR AS
AN ALTERNATIVE, SHALL PROVIDE THE SERVICES OF A QUALIFIED MANUFACTURER'S
REPRESENTATIVE TO CARRY OUT TESTING.
.10 THE CONTRACTOR SHALL COORDINATE WITH THE VENDOR TO INSTALL ANY ELECTRICAL
ITEMS SHIPPED LOOSE.
.11 CONTRACTOR SHALL CONDUCT A 4 HOUR (minimum) ON-SITE TRAINING SESSIONS FOR
OWNER.
.12 CONTRACTOR (OR SUBCONTRACTOR) HAS EXPERIENCE WITH AND IS PROFICIENT WITH
ROCKWELL SOFTWARE LOGIX5000 (STUDIO 5000) AND FACTORYTALK VIEW.
1.2 DISCREPANCY
.1 VIEW PLANS, VISIT SITE AND CHECK PLANS AGAINST EXISTING CONDITIONS. SHOULD ANY
DISCREPANCY EXIST BETWEEN THE SPECIFICATION AND DRAWINGS FOR THE ACTUAL CONDITIONS
ON JOB SITE, A RULING SHALL BE OBTAINED FROM THE ENGINEER BEFORE THE FINAL PRICE IS
SUBMITTED.
1.3 CODE, PERMITS AND INSPECTION
.1 ELECTRICAL TRADE TO OBTAIN ALL PERMITS REQUIRED AND AFTER COMPLETION OF THE WORK
FURNISH TO THE ENGINEER A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM THE
ELECTRICAL INSPECTION DEPARTMENT.
.2 ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE CANADIAN ELECTRICAL
CODE AND LOCAL BUILDING BYLAW, AS AMENDED AND ADAPTED BY THE LOCAL AUTHORITY. OBTAIN
ALL NECESSARY PERMITS AND LICENSES AND PAY ALL FEES IN CONNECTIONS WITH THE WORK.
1.4 DAMAGES
.1 MAKE GOOD ANY DAMAGES TO EXISTING STRUCTURES AND EQUIPMENT CAUSED BY WORK UNDER
THIS CONTRACT, AT NO EXTRA COST TO THE OWNER, EMPLOY QUALIFIED PERSONNEL ONLY.
1.5 IDENTIFICATION
.1 IDENTIFY ALL EQUIPMENT WITH LAMICOID NAME PLATES. IDENTIFY FEEDERS AND CIRCUIT WIRES AS
PER CODE AND CONTRACT REQUIREMENTS.
.2 PROVIDE LAMICOID NAME PLATE ON THE PANEL COVER TO IDENTIFY THE VOLTAGE AND PANEL
NUMBER.
1.6 RECORD DRAWINGS (AS-BUILT)
.1 OBTAIN A COPY OF CLEAN FULL SIZE DRAWING AND MAKE ALL AS BUILT CHANGES ON CLEAN DRAWING.
PROVIDE A COPY OF AS BUILT DRAWINGS TO ENGINEER FOR THE RECORD FILES SUBMIT ALL
DRAWINGS TO PROJECT MANAGER AT TIME OF COMPLETION.
.2 ELECTRICAL TRADE TO PRODUCE AT THEIR OWN EXPENSE A SET OF PROJECT RECORD DOCUMENTS IN
ELECTRONIC AND 3 SETS OF HARD COPY PRINTS INCLUDING ALL CHANGES TO THE ORIGINAL TENDER
DRAWINGS COVERED BY ADDENDA, CHANGE ORDERS, FIELD CHANGES, JOB CONDITIONS, ETC. AND
TURN THESE OVER TO THE ENGINEER. COMPLETED RECORD DRAWINGS TO BE CLEARLY MARKED
"RECORD DRAWINGS".
.3 ALL RECORD DRAWINGS SHALL BE DONE IN AUTOCAD 2014 FORMAT OR NEWER. PROVIDE A CD ROM OF
ALL RECORD DRAWINGS TO THE OWNER.
.4 SHOW ALL MAJOR PULL BOXES, JUNCTION BOXES, CONDUITS AND CIRCUIT NUMBERS ON
RECORD DRAWINGS.
1.7 MATERIALS AND INSTALLATION
.1 ALL MATERIALS SHALL BE NEW.
.2 ALL MATERIALS SHALL BE CSA APPROVED WITH CSA STAMP.
.3 ALL INSTALLATION SHALL BE CONSISTENT WITH EXISTING FACILITY INSTALLATION
STANDARDS. UTILIZE SAME GRADE OF MATERIALS AS PER EXISTING INSTALLATION.
.4 PROVIDE SHOP DRAWINGS FOR ALL NEW EQUIPMENT INSTALLED.
.5 EXTEND ALL CONDUITS AND TECK CABLES TO ACCESSIBLE SPACE AS REQUIRED. DO NOT
SPLICE NEW CABLES.
.6 UNLESS OTHERWISE SPECIFIED, UNIFORMITY OF MANUFACTURE TO BE MAINTAINED FOR ANY
PARTICULAR ITEM THROUGHOUT.
.7 ONLY CORROSION RESISTANT HARDWARE IS PERMITTED FOR MOUNTING IN THE RESERVOIR.
1.8 SETTING OUT OF THE WORK
.1 ELECTRICAL TRADE TO BE RESPONSIBLE FOR CORRECTING ALL WORK COMPLETED CONTRARY TO
INTENT OF DRAWINGS AND SPECIFICATIONS AND BEAR ALL COST FOR SAME. WHERE INTENT OF
DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OBTAIN CLARIFICATION BEFORE PROCEEDING WITH
WORK.
.2 ELECTRICAL TRADE TO GIVE WORK HIS PERSONAL SUPERVISION, LAY OUT HIS OWN WORK, DO ALL
NECESSARY LEVELING AND MEASURING OR EMPLOY A COMPETENT ENGINEER TO DO SO. FIGURES,
FULL SIZE AND DETAIL DRAWINGS TO TAKE PRECEDENCE OVER SCALE MEASUREMENTS.
.3 WHERE ANY EQUIPMENT SUPPLIED BY ELECTRICAL TRADE MUST BE BUILT IN WITH WORK OF OTHER
CONTRACTORS, THIS CONTRACTOR TO BE RESPONSIBLE FOR SUPPLYING OF EQUIPMENT TO BE BUILT
IN OR MEASUREMENTS TO ALLOW NECESSARY OPENINGS TO BE LEFT SO AS NOT TO HOLD UP WORK.
.4 ELECTRICAL TRADE TO BE RESPONSIBLE FOR ANY DAMAGE CAUSED OWNER OR ANY OTHER TRADE BY
IMPROPER LOCATION OR CARRYING OUT OF HIS WORK.
.5 ELECTRICAL TRADE, IN SETTING OUT OF HIS WORK, TO MAKE REFERENCE TO ARCHITECTURAL,
STRUCTURAL AND MECHANICAL DRAWINGS. CONSULT WITH RESPECTIVE TRADES IN SETTING OUT
LOCATIONS FOR CONDUIT RUNS, LIGHTING FIXTURES, PANEL ASSEMBLIES, ETC., SO THAT CONFLICTS
ARE AVOIDED AND SYMMETRICAL SPACING IS MAINTAINED.
CONDUIT PLANSCALE N.T.S
NEMA 4X
JB
NEMA 4X
LOCKABLE
JB
NEMA 4X
LOCKABLE
JB
2-53mm RPVC DBII
MINIMUM 450mm COVER
2-53mm RPVC DBII
CAST IN STRUCTURE
(1-CONTROL SIGNALS
1-TRANSDUCER CABLE)
RESERVOIRCHEMICAL ROOMELECTRICAL ROOM
CONTROL
PANEL
LEVEL
TRANSMITTER
4C-#14 TECK90
RESERVOIR
ACCESS HATCH
SECURITY SWITCH
(IN SERIES WHERE MULTIPLE HATCHES ARE INSTALLED)
RESERVOIR
LEVEL
SWITCH
NEMA 4X LOCKABLE
JB c/w TERMINALS
ULTRASONIC
LEVEL
TRANSDUCER
FINISHED
GRADE
53mm RPVC DBII
LEVEL TRANSDUCER CABLE
1PR #18TPSH ACIC
CORE AND SEAL
CORE AND
SEAL
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OM
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artie
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EC
OM
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cce
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hatso
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EC
OM
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o n
ot scale this d
ocum
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ll m
easure
men
ts m
ust be
o
bta
in
ed
fro
m stated
dim
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IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-13
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
ELECTRICAL SPECIFICATIONS
SHEET 2 OF 2
SHEET NUMBER
E-01-001
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
KB
LC
S_
___
_
File
nam
e: P
:\6054
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07
\90
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S\E
\6
05464
07-S
HT
-E
-01-001.D
WG
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
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F
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2. GROUNDING
.1 SUPPLY AND INSTALL COMPLETE GROUNDING SYSTEM AS INDICATED ON DRAWINGS, AND AS
REQUIRED BY CANADIAN ELECTRICAL CODE AND ELECTRICAL INSPECTION DEPARTMENT. ALL
COMPONENTS TO BE SECURELY AND ADEQUATELY GROUNDED AND WHERE REQUIRED TO
ACCOMPLISH THIS, GROUNDING JUMPERS, GROUNDING STUDS AND BUSHINGS TO BE USED.
.2 PROVIDE A DEDICATED ISOLATED GROUND CONDUCTOR FOR EACH ISOLATED GROUND CIRCUIT.
.3 PROVIDE ALL BONDING TO NON-ELECTRICAL METALLIC ITEMS AS REQUIRED. BONDING SHALL BE
PROVIDED TO ALL ACCESS HATCHES, FENCING, GUARD RAILS, ETC. RELATED TO THE RESERVOIR.
.4 UNLESS NOTED OTHERWISE, MINIMUM BONDING CONDUCTOR TO BE #6 AWG BARE COPPER.
.5 UNLESS NOTED OTHERWISE, MINIMUM GROUNDING CONDUCTOR TO BE 2/0 AWG.
.6 PROVIDE A CONTINUITY TEST FOR BONDING AND GROUNDING CONDUCTORS TO EXISTING MAIN
GROUND BUS.
3. SPECIFIC CLAUSES
.1 POWER AND CABLES
.1 ALL INSTALLATION TO BE IN CONDUIT OR TECK90 CABLE AS NOTED.
.2 CONDUCTORS USED TO BE COPPER TECK90 600V, MINIMUM #12AWG, EXCEPTION;
CONTROL WIRING MINIMUM SIZE #14 TECK90 XLPE
.3 ANALOG CABLES SHALL BE TPSH #18 MIN. AND ACIC
.4 ALL SENSOR CABLES SHALL BE CONTINUOUS BETWEEN THE SENSOR AND THE KIOSK.
CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS.
.5 PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH I.G. POWER CIRCUIT.
.6 PROVIDE A DEDICATED GROUND CONDUCTOR FOR EACH CIRCUIT.
.2 SUPPLY AND INSTALL POWER FEEDERS AND CONTROL WIRING TO ACHIEVE THE WIRING CONNECTION
SHOWN ON DRAWINGS AND PROVIDE ALL CONNECTORS, JUNCTION BOXES, CABLE SUPPORTS AND
ALL ACCESSORIES AS REQUIRED.
.3 PROVIDE IDENTIFICATION TAG WITH CABLE AND CIRCUIT NUMBER FOR FEEDERS, JUNCTION BOXES
AND PANELS. USE P-TOUCH MACHINE TO LABEL WIRING DEVICES AND TERMINATIONS ASSEMBLIES.
.4 EXACT ROUTING FOR ALL CABLES, CONDUITS AND FEEDERS TO BE CONFIRMED ONSITE TO SUIT SITE
CONDITIONS.
.5 APPROVED TECK 90 CONNECTORS SHALL BE UTILIZED.
4. EQUIPMENT INSTALLATION
.1 SUPPLY AND INSTALLATION OF PIPING AND EQUIPMENT ANCHORING BY GENERAL CONTRACTOR.
.2 MAINTAIN MINIMUM WORKING SPACE AROUND COMPONENTS ACCORDING TO MANUFACTURER'S
RECOMMENDATION AND CEC.
.3 CONTRACTOR SHALL COORDINATE AND CONDUCT, IN CONJUNCTION WITH ENGINEER AND OWNER THE
SITE ACCEPTANCE TESTING. THIS TESTING SHALL CONSIST OF FUNCTIONAL AND OPERATIONAL
TESTS, AND COMMISSIONING OF THE OVERALL SYSTEM.
.4 CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DEMONSTRATION OF PROPER OPERATION
OF EQUIPMENT.
.5 SHOULD SYSTEM FAIL TO MEET TEST REQUIREMENTS, MAKE NECESSARY REPAIRS WITH
HELP/ASSISTANCE FROM EQUIPMENT SUPPLIER, AND REPEAT SITE TEST FOR AT LEAST 24 HOUR
DURATION.
.6 CONTRACTOR SHALL MAINTAIN SITE TEST RECORD LOG/SHEETS WHICH RECORD TEST CONDITIONS AND
LOGGED DATA. RECORDING AND TEST RECORDING FORMAT TO BE SUPPLIED BY MANUFACTURER.
5. INSTRUMENTS
.1 LEVEL INDICATING TRANSMITTER
.1 PROVIDE A LEVEL INSTRUMENT SUITABLE FOR DRINKING WATER
.2 INSTRUMENT IS SIEMENS MULTIRANGER 200
.3 INSTRUMENT SHALL BE PROVIDED WITH 4-20mA SIGNAL
.4 INSTRUMENT SHALL HAVE LOCAL INTEGRAL DISPLAY
.5 INSTRUMENT SHALL BE PROVIDED WITH REMOTE PROGRAMMING UNIT AND
CONFIGURATION SOFTWARE.
.2 LEVEL SWITCHES
.1 PROVIDE LEVEL SWITCHES SUITABLE FOR DRINKING WATER
.2 INSTRUMENT IS XYLEM ENM-10
.3 PROVIDE FLOAT SWITCH HANGER FOR MAINTENANCE AND EASE OF ACCESS.
.3 LIMIT SWITCH
.1 PROVIDE LIMIT SWITCH ON ACCESS HATCH TO RESERVOIR. WHERE THERE ARE MULTIPLE
ACCESS POINTS TO RESERVOIR, PROVIDE LIMIT SWITCH ON EACH ACCESS POINTS,
SIGNALS TO BE WIRED IN SERIES.
.2 LIMIT SWITCH TO BE ALLEN-BRADLEY 802MC-AY5 C/W STAINLESS STEEL ROD LEVER.
7. SHOP DRAWINGS & MANUALS
.1 ELECTRICAL TRADE TO SUBMIT TO THE ENGINEER FOR REVIEW, SHOP DRAWINGS OF ELECTRICAL
COMPONENTS AS INDICATED.
.2 ALL DRAWINGS TO BE SUBMITTED IN QUANTITIES OF 5 WITH THREE COPIES WILL BE RETURNED TO THE
ELECTRICAL TRADE. SUBMIT ADDITIONAL COPIES FOR APPROVAL AS MAY BE REQUIRED.
.3 ENGINEER'S REVIEW OF SHOP DRAWINGS TO BE FOR GENERAL DESIGN ONLY AND WILL NOT RELIEVE
ELECTRICAL TRADE OR SUPPLIERS FROM RESPONSIBILITY FOR ERRORS, PROPER FITTING,
CONSTRUCTION OF WORK AND FURNISHING OF MATERIALS. REVIEW WILL NOT BE CONSTRUED AS
APPROVING DEPARTURES FROM CONTRACT DOCUMENT REQUIREMENTS IF SUCH DEPARTURES ARE
NOT SPECIFICALLY NOTED. ELECTRICAL TRADE TO BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS
.
.4 UPON COMPLETION OF PROJECT, THREE (3) MAINTENANCE MANUALS SHALL BE SUBMITTED IN 3-RING
BINDERS. THE MANUAL SHALL CONSIST OF THE FOLLOWING INFORMATION: DESCRIPTION OF
OPERATIONS, SHOP DRAWING OF ALL EQUIPMENT, EXTENDED WARRANTIES, MAINTENANCE AND
OPERATION INSTRUCTIONS, LIST OF MANUFACTURER CONTACTS, COPIES OF AS-BUILT DRAWINGS,
INSPECTION REPORTS, SEISMIC LETTERS AND APPLICABLE FIRE ALARM VERIFICATION REPORTS.
8. BOXES
.1 SUPPLY AND INSTALL PULLBOXES AS REQUIRED TO SUIT JOB CONDITIONS. PULLBOXES TO CONFORM
TO CANADIAN ELECTRICAL CODE REQUIREMENTS AND BE FINISHED IN ENAMEL OVER CORROSION-
RESISTANT PRIMER WITH SCREW-ON OR HINGED COVER. IN REMOVABLE CEILING AREAS, PULLBOXES
ARE TO BE INSTALLED ABOVE THE CEILING.
.2 PROVIDE JUNCTION BOXES AS REQUIRED. PROVIDE TWO NEMA 4X NON-METALLIC JUNCTION BOXES IN
RESERVOIR CHAMBER IN CLOSE PROXIMITY TO ACCESS HATCH, BUT NOT IN A LOCATION THAT WILL
RESTRICT ACCESS. JUNCTION BOX COVER WILL NOT ATTACH TO BOX WITH SCREWS. THE COVER WILL
BE CONNECTED TO THE BOX IN SUCH A WAY THAT, WHEN OPEN, CANNOT FALL INTO RESERVOIR.
9. CONDUIT
.1 CONDUIT TO BE RIGID THREADED GALVANIZED STEEL, OR WHERE PERMITTED BY CODE AND
ELECTRICAL INSPECTION DEPARTMENT, ELECTRIC METALLIC TUBING. UTILIZE RIGID GALVANIZED
STEEL CONDUIT FOR ALL EXPOSED RUNS BELOW 7 FEET OF FLOOR. WHERE IN JUDGEMENT BY THE
ELECTRICAL INSPECTION AUTHORITY IS SUBJECT TO MECHANICAL DAMAGE.
.2 SURFACE MOUNTED CONDUITS TO BE INSTALLED PARALLEL TO STRUCTURAL LINES AND WHERE
BENDS OCCUR IN PARALLEL RUNS, THEY SHALL BE CONCENTRIC.
.3 CONDUITS TO BE INSTALLED FREE FROM DENTS AND BRUISES AND HAVE ENDS PLUGGED TO PREVENT
ENTRANCE OF DIRT OR MOISTURE.
.4 ALL CONDUITS, EXCEPT WHERE OTHERWISE TO BE SIZED IN ACCORDANCE WITH CANADIAN
ELECTRICAL CODE.
.5 FLEXIBLE CONDUIT CONNECTIONS TO MOTORS, CONTROL, ETC., TO BE FLEXIBLE PLASTIC JACKETED,
SEAL TIGHT OR APPROVED EQUAL. FLEXIBLE CONDUIT CONNECTIONS ARE REQUIRED TO ALL MOTORS
FROM STUB-UPS OR JUNCTION BOXES.
13. TESTS
.1 ALL PORTIONS OF ELECTRICAL WORK TO BE TESTED AND CHECKED FOR SATISFACTORY OPERATION.
.2 BEFORE ENERGIZING ANY PORTION OF ELECTRICAL SYSTEM, PERFORM MEGGER TESTS ON ALL
FEEDERS AND BRANCH CIRCUITS. RESULTS OF SUCH TESTS TO CONFORM TO REQUIREMENTS OF
CANADIAN ELECTRICAL CODE AND BE TO SATISFACTION OF AUTHORIZED INSPECTION AGENCY AND
THE ENGINEER.
.3 CONTRACTOR TO PROVIDE RESISTANCE TO EARTH MEASUREMENT.
14. DEMOLITION
.1 CONTRACTOR TO PROVIDE DEMOLITION OF EXISTING ELECTRICAL SERVICES IN WORK AREA.
CONTRACTOR TO TURN OVER TO BUILDING OWNER MATERIALS AS NOTED.
.2 IN AREAS WHERE DEMOLITION OCCURS AND EXISTING ELECTRICAL SERVICES ARE SHOWN TO REMAIN
OR ARE REQUIRED FOR SERVICING OF ADJACENT AREAS, CONTRACTOR TO REROUTE AND REFEED AS
REQUIRED TO RECONNECT.
.3 CONTRACTOR SHALL REMOVE ALL EXISTING UNUSED CONDUIT AND WIRING BACK TO SOURCE.
.4 CONTRACTOR SHALL REMOVE ALL EXISTING ALL ELECTRICAL DEVICES ON WALLS SLATED FOR
DEMOLITION. REFER TO ARCHITECTURAL DEMOLITION DWGS. FOR THE SCOPE OF DEMOLITION.
16. STANDARDS OF MATERIAL AND WORKMANSHIP
.1 ALL MATERIALS TO BE NEW AND OF THE QUALITY SPECIFIED AND CONFORM TO THE STANDARDS OF
CSA. WHERE EQUIPMENT OR MATERIALS ARE SPECIFIED BY TECHNICAL DESCRIPTION ONLY, THEY
SHALL BE OF THE BEST COMMERCIAL QUALITY OBTAINABLE FOR THE PURPOSE.
.2 ALL WORK TO BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER BY QUALIFIED TRADESMEN.
ELECTRICAL TRADE TO KEEP A COMPETENT FOREMAN AND NECESSARY ASSISTANTS ON THE JOB
DURING THE PROGRESS OF THE WORK.
17. GENERAL
.1 COORDINATE AND GET APPROVAL FROM BUILDING OWNER FOR ALL CORING AND CUTTING OF
BUILDING STRUCTURE. FIRE STOPPED OPENINGS AFTER INSTALLATION. COORDINATE LOCATION ON
SITE PRIOR TO CORING.
.2 CLEAN UP AND REMOVE ALL UNUSED WIRING AND CONDUITS.
.3 REWIRE EXISTING LIGHTING AND POWER THAT ARE AFFECTED BY THIS CONSTRUCTION.
.4 CORE, DRILL AND SAWCUT AS REQUIRED. EXERCISE CARE IN ALL CORING, DRILLING AND SAWCUTTING
IN ORDER NOT TO DAMAGE THE STRUCTURAL COMPONENTS IN THE SLAB. X-RAY FOR ALL SUCH WORK
AND OBTAIN CONSULTANT'S APPROVAL. WHERE THE SIZE OF SLOTS CANNOT BE ACCOMODATED DUE
TO STRUCTURAL REASONS CUT SMALLER SLOTS WITH AT LEAST SAME AREA. PAY ALL ASSOCIATED
FEES.
.5 ELECTRICAL TRADE AND HIS SUBTRADES TO AT ALL TIMES DURING CONSTRUCTION, KEEP SITE FREE
OF ALL DEBRIS, BOXES, PACKING, ETC., RESULTING FROM WORK OF THIS TRADE.
.6 UPON COMPLETION OF WORK, ELECTRICAL INSTALLATION TO BE LEFT IN A CLEAN AND FINISHED
CONDITION TO SATISFACTION OF THE ENGINEER.
18. GUARANTEE WARRANTY
.1 FURNISH A WRITTEN GUARANTEE WARRANTY COUNTERSIGNED AND GUARANTEED BY GENERAL
CONTRACT TRADE STATING:
.1 THAT ALL WORK EXECUTED UNDER THIS CONTRACT WILL BE FREE FROM DEFECTS OF
MATERIAL AND WORKMANSHIP FOR A PERIOD OF 1 YEAR FROM DATE OF FINAL
ACCEPTANCE.
.2 THE ABOVE PARTIES FURTHER AGREE TO, AT THEIR OWN EXPENSE, REPAIR AND REPLACE
ALL SUCH DEFECTIVE WORK AND OTHER WORK DAMAGED THEREBY WHICH FAILS OR
BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTEE WARRANTY PROVIDED THAT
SUCH FAILURE IS NOT DUE TO IMPROPER USAGE.
.3 PERIOD OF THE GUARANTEE SPECIFIED TO IN NO WAY SUPPLANT ANY OTHER GUARANTEE
OF A LONGER PERIOD BUT BE BINDING ON WORK NOT OTHERWISE COVERED.
GROUND ROD DETAIL AND TEST/INSPECTION PITSCALE N.T.S
GROUND ELECTRODE
SLACAN BOX 22109 OR
EQUAL. SIZE 250mm
DIAMETER X 300mm DEEP
FINISHED GRADE
COMPRESSION FITTING TO
BE SPRAYED WITH TWO
COATS GALVANIZING
COMPOUND
FILL WITH GRAVEL BUT
LEAVE WELD EXPOSED
#6 BARE STRANDED COPPER
CONDUCTOR
23.2mm X 3000mm COPPER
CLAD STEEL GROUND ROD
WITH TOP OF ROD 150mm
BELOW FINISHED GRADE
W
G
P
G
P
GP
GP
1
%
1
%
TP
17-04
TP
17-03
D
D
HYDRO DISTRIBUTION
JOINT USE POLE
HYDRO DISTRIBUTION
SERVICE GATE
SERVICE ROAD
EX. WATER
TANK
EX. WATER
FACILITIES
END OF EX.
TELECOMMUNICATION
SYSTEM
O
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W
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W R
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EX. POWERLINE
FEATURE
EX. WATER PIPE
PROPOSED UNDERGROUND DUCT ROUTE
PROVIDE DEDICATED 78mm RPVC DBII UNDERGROUND
CONDUIT FROM RESERVOIR ELECTRICAL ROOM TO TELUS
POINT OF INTERFACE POLE
INSTALL CAT5E CABLE RETERMINATE TO
RE-ESTABLISH COMMUNICATIONS
APPROX. 300m
450mm (min.) NATIVE COVER
EX. WATER PIPE
395
380
360
350
340
330
320
310
300
290
335
345
325
315
305
295
HARVEY TANK
EX. WATER PIPE
PRV CHAMBER
EX. WATER PIPE
ABANDONED
WATER PIPE
TELUS INTERFACE POLE
UV BUILDING ELECTRICAL ROOM
(CONTROL PANEL, LEVEL TRANSMITTER)
ACCESS HATCH
(LEVEL SENSOR, LEVEL FLOAT SWITCH, SECURITY LIMIT SWITCH)
G
P
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GP
GP
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W
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W
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TP
17-04
TP
17-03
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
I/R DATE DESCRIPTION
ISSUE/REVISION
0 09/21/2018 ISSUED FOR TENDER
Last saved by: S
US
AN
.A
.P
OW
EL
L(201
8-09-13
) L
ast P
lotted: 201
8-09-20
SHEET TITLE
HARVEY TANK
SERVICING PLAN
SHEET NUMBER
E-01-200
Proje
ct M
ana
gem
ent Initials:
Desig
ner:
Che
cked:
Ap
proved:
AI
PT
____
_
File
nam
e: P
:\6054
64
07
\90
0-C
AD
_G
IS
\910
-C
AD
\2
0-S
HE
ET
S\E
\6
05464
07-S
HT
-E
-01-200.D
WG
N
0 12.5 25
1:500
m
PLAN
NOTICE:
THE EXISTENCE, LOCATION AND ELEVATION OF
UTILITIES AND/OR CONCEALED STRUCTURES AT
THE PROJECT SITE ARE NOT GUARANTEED BY
AECOM CANADA LTD.
THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE EXISTENCE, LOCATION AND
ELEVATION OF ALL SUCH UTILITIES AND/OR
STRUCTURES AND IS RESPONSIBLE FOR
NOTIFYING THE APPROPRIATE COMPANY,
DEPARTMENT OR PERSON(S) OF ITS INTENTION
TO CARRY OUT ITS OPERATIONS.
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Printed on ___% Post-Consumer
Recycled Content Paper
This draw
ing has been prepared for the use of A
EC
OM
's client and m
ay not be used, reproduced or relied upon by third parties, except as agreed by A
EC
OM
and its client, as required by law
or for use by governm
ental review
ing agencies. A
EC
OM
accepts no responsibility, and denies any liability w
hatsoever, to any party that m
odifies this draw
ing w
ithout A
EC
OM
's express w
ritten consent. D
o not scale this docum
ent. A
ll m
easurem
ents m
ust be obtained from
stated dim
ensions.
IS
O A
1 59
4m
m x 8
41m
m
KEY PLAN
REGISTRATION
CONSULTANT
AECOM
3292 Production Way, Floor 4
Burnaby, BC, V5A 4R4
604.444.6400 tel 604.294.8597 fax
www.aecom.com
CLIENT
VILLAGE OF
LIONS BAY
Village of Lions Bay Municipal Hall
PO Box 141 – 400 Centre Rd
Lions Bay, BC V0N 2E0
(604) 921-9333
www.lionsbay.ca
PROJECT
HARVEY TANK
REPLACEMENT
PROJECT
PROJECT NUMBER
60546407
NOTE:
1. MINIMUM HORIZONTAL SEPERATION 300mm FROM ALL OTHER
UNDERGROUND PIPEWORK.
GROUND ROD
c/w INSPECTION PIT
NEMA 4X JUNCTION BOX.
LOCKABLE, c/w TERMINALS
GROUND ROD
c/w INSPECTION PIT
(REFER TO E-01-001 FOR TYPICAL DETAIL)
GROUND ROD
c/w INSPECTION PIT
GROUND ROD
c/w INSPECTION PIT
NOTES:
1. INTERCEPT EXISTING CONDUITS FROM ELECTRICAL ROOM WITH
A TYPE 37 WATER METER BOX.
2. PROVIDE TWO RESERVOIR ROOF MOUNTED NEMA 4X JUNCTION
BOXES. PROVIDE TWO DEDICATED 53mm RPVC CONDUITS
BETWEEN THE NEMA 4X JUNCTION BOXES AND THE TYPE 37
WATER METER BOX. STRAP CONDUITS TO RESERVOIR WALL.
3. BOND GUARD RAILS AND ACCESS LADDERS TO PERIMETER
GROUND.
ELECTRICAL ROOM
VALVE/UV ROOM
CHEMICAL ROOM
UFER GROUND TO FOOTING
OF RESERVOIR 2/0 BARE CU
UFER GROUND TO FOOTING
OF RESERVOIR 2/0 AWG BARE
CU
UFER GROUND TO FOOTING
OF RESERVOIR
2/0 AWG BARE CU
REFER TO INSET
2/0 AWG BARE CU
300mm OFFSET FROM BASE
OF RESERVOIR.
900mm MIN. COVER.
0
m
6.25 12.5
1:250
PLAN
N
RESERVOIR ACCESS
LADDER
ACCESS LADDER
GROUND CONNECTION TO
ELECTRICAL ROOM MAIN
GROUND BUS
