ACKNOWLEDGEMENT OF RECEIPT OF ALL … · MWSB# 1302 - AE#: 2016-4784 Page 1 of 8 THE MANITOBA ... tonne (metric) motorized hoist." 1.2 ... Limit switch enclosures are on the SBR decanter

February 6, 2017

Dear Sir:

Attached is Addendum No. 2 dated February 6, 2017 to the Specifications for The Manitoba Water

Services Board Contract No. M.W.S.B. 1302, Town of Virden Phase 2 Wastewater Treatment

Facility Upgrades. Please verify receipt of this Addendum for our records by fax to (204) 726-

6290.

* ACKNOWLEDGEMENT OF RECEIPT OF ALL ADDENDUMS

MUST BE INCLUDED IN THE TENDER SUBMISSION.

Failure to include acknowledgement shall cause the tender to be rejected. If Tender is submitted before Addendum is issued, the Board will accept a faxed acknowledgement prior to the tender closing. Yours truly,

R. Lytle

Construction Manager

______________________________________________________________________

The Manitoba Water Services Board

Unit #1A - 2010 Currie Blvd.

Brandon, MB R7B 4E7

Dear Sir:

We have received Addendum No. 2 dated February 6, 2017 to the Specifications for The Manitoba

Water Services Board Contract No. M.W.S.B. 1302, Town of Virden Phase 2 Wastewater

Treatment Facility Upgrades.

Yours truly,

____________________________________

Company

_____________________________________

Per

The Town of Virden February 6, 2017

Phase 2 Wastewater Treatment Facility Upgrades ADDENDUM #2

MWSB# 1302 - AE#: 2016-4784 Page 1 of 8

THE MANITOBA WATER SERVICES BOARD

CONTRACT NO. M.W.S.B. 1302

THE TOWN OF VIRDEN

ADDENDUM NO. 2

To the tender documents for the Town of Virden Phase 2: Wastewater Treatment Facility

Upgrades.

February 6, 2017

PRECEDENCE

This addendum forms an integral part of the specifications describing all aspects of the work and

is to be read in conjunction therewith.

SCOPE

The purpose of this addendum is to amend the following sections of the Tender Documents:

1.1 Specification 14 60 00 Monorail Hoists

.1 Provide power for Hoists from 600V Panelboard or 600V MCC.

.2 Item 1.3.1.1 Revise to read: "One (1) 1.0 - tonne (metric) motorized hoist."

1.2 Contract Drawing C-801-4

.1 Replace Keynote 24 to read:

.1 Pump Lifting Davit (Flygt 13-430063), Socket (Flygt 13-43-01 64), and Cable

Sling Unit (13-50 05 56 with grip eye 620 09 00)

1.3 Electrical Drawings for Lift Station

.1 The following electrical drawings form part of the contract (see attached):

E-801-4 Electrical Single Line Diagram Lift Station Sheet 1 of 3

E-802-4 Electrical Control Panel Details Lift Station Sheet 2 of 3

E-803-4 Electrical Section &Short Form Specifications Lift Station Sheet 3 of 3



MWSB# 1302 - AE#: 2016-4784 Page 2 of 8

1.4 Contract Drawing C-102-0 and C-103-0

.1 Contractor is to provide temporary diversion of the 400 mm line from the discharge of

the headworks building to manhole MH-269. See Attached Sketch: Headworks

Discharge Line.

1.5 Geotechnical Report

.1 The TREK Geotechnical Investigation Report for Wastewater Treatment Plant

Expansion dated September 5, 2013 is attached for information. This report was

originally prepared in preparation for the Headworks Building Phase 1 Design.

1.6 Addendum #1 Item 1.6 Addition of Trusscore

.1 Add a metal furring strip every 600 mm to attach Trusscore Panels to wall.

1.7 Addendum #1 Item 1.21 and 1.22 Metal Wall Cladding for Existing Building

.1 Pre-finished metal wall cladding to cover existing brick on east and north elevations.

Cladding to extend from bottom of block wall to existing prefinished metal cladding.

1.8 Responses to Inquires related to Contract Specifications and Drawings.

.1 Question: Reference Finish Schedule on drawing A-601-0. Floor finish material for

rooms is listed as VCT. Specifications for flooring in Section 09 65 16 specifies:

Johnsonite Granit Safe-T sheet flooring. Please confirm flooring finish.

Response: Revise Flooring finish for rooms listed as VCT to Vinyl Sheet Flooring as

per specification.

.2 Question: Drawing S-301-1, section 1 at gridline 8 notes under EIFs calls for two

coats of bituminous waterproofing:

a. Please confirm if bituminous waterproofing is required behind the prefinished

metal cladding

b. If required, please provide specifications

Response: Delete 2 coats of bituminous requirement behind the prefinished metal

cladding(EIFs) only.

.3 Question: Drawing S-501-1, section A notes ' S.S. Cont. Angle for EIFS seat all

around (See Plan')

a. From review of the architectural elevations, metal cladding does not appear to

wall elevations of the splitter box. Please advise if metal cladding is required

to this area.

Response: There are no EIFs around the splitter box.



MWSB# 1302 - AE#: 2016-4784 Page 3 of 8

.4 Question: Drawing S-101-1 plan shows 20m @ 200 top and bottom each way, but on

drawing S-501-0 details 1 & 2 show 25mm @200 top and bottom each way. Please

clarify

Response: 25M@200 is required.

.5 Question: Drawing S-302-2, section 1 notes 'excavate and replace backfill material

w/CLSM'. Please provide specifications

a. Please provide additional cross section through the CLSM fill in the same

direction as section 3/S-302-I in order to determine the full extent of concrete

fill required.

Response: The CLSM backfill extends from grid line A to gridline C. CLSM can be a

lean mix concrete 0.7 MPa.

.6 Question: Drawing S-501-00 calls for 0.3% of (dx1m) Area, please clarify.

Response: 0.3% of (d x 1m) area is correct and stands for 0.3% of steel reinforcement

ratio on 1 meter wide benching with the thickness of “d”.

.7 Question: Specification Section 03 30 00 Item 2.5. Provide clarification of intended

areas of use of the various waterproofing products contradicts drawing S-103-2.

Response: Specification 03 30 00 is to be followed: CEM-KOTE FLEX CR will be

applied on the interior faces of Wet Well #1 and #2, PSW Station and Septage Tank

.8 Question: Clarify extent of Waterproofing in Wet Well #1 an #2, PSW and Septage

Tank. Which Surfaces are included as "interior faces".

Response: The interior faces for tanks(Wet Well #1 an #2, PSW and Septage Tank)

include floor surface, ceiling and walls within the tanks in the Main Building.

.9 Question: Is interior waterproofing for the ceilings in the SBR structure required as

the additional waterproofing on the roof has been added in Addendum 1?

Response: For all tanks in SBR structure, the interior waterproofing for ceiling can be

eliminated as the additional waterproofing on the roof has been added in Addendum 1.

.10 Question: Specifications Section 07 11 10 - Item 2.1.3 and Drawing A-501-2. This

section specifies a drain layer of Hydroduct 220 but on details 2 and 3 on drawing A-

501-2 it mentions requirement for waterproofing, rigid insulation and protection board

but not the drain layer. Please verify if the drain layer is required anywhere on the

project.

Response: Drain layer Hydroduct 220 is required as a part of waterproofing system on

the exterior walls below grade.

.11 Question: On drawing E-601-1 and E-601-2 the main feeder for MCC-1 is shown as

3C – 700MCM however on drawing E-101-2 it is 3C – 750MCM. Which is correct?



MWSB# 1302 - AE#: 2016-4784 Page 4 of 8

Response: 3C – 700 MCM is required

.12 Question: On drawing E-601-2 the main feed to Manitoba Hydro pole is shown as 3-

1C #500MCM however on drawing E-101-2 it is 3C – 750MCM. Which is correct?

Response: 3- 1C 500MCM + GRD is required

.13 Question: On drawing E-601-2 the feed from generator to MCC-2 is shown as 3 – 1C

#500MCM however on drawing E-101-2 it is 3C – 750MCM. Which is correct?

Response: 3 – 1C 500MCM + GRD is required

.14 Question: Is the generator feed to be installed in a concrete duct bank as per detail A

on E-501-1?

Response: Yes

.15 Question: Please provide installation location of CSTE for the Manitoba Hydro

feeders.

Response: CSTE will be mounted near the transformer. Co-ordinate with Manitoba

Hydro.

.16 Question: Is Drive X/VFD cable required for motor feeds fed via VFD’s?

Response: No

.17 Question: Where is SCP-4802 spray arm motor located?

Response: It is part of the Dewatering system on the main floor of the main building

located between columns 2-2X and A-B. See drawing E-105-2

.18 Question: Is rigid PVC conduit/boxes permitted to be used in all non-classified areas

inside the SBR and main building?

Response: No

.19 Question: Electrical inquiry what areas are classified as corrosive?

Response: The following areas which are noted as Class 1 Zone 1 are corrosive: SBR

Decanter Room, Grit Room and Headworks.

.20 Question: Where is the local PLC located for the SBR building?

Response: The SBR PLC panel in located in the SBR electrical room. See E-102-1 for

panel CP-2600.

.21 Question: Where is CP 2620A, CP 2620B, CP 2720A, CP 2720B located?

Response: Limit switch enclosures are on the SBR decanter actuator and are Vendor

supplied.

.22 Question: Is SNV 2608 supposed to be 2611 or is it in addition too? If so where

would 2611 be located?



MWSB# 1302 - AE#: 2016-4784 Page 5 of 8

Response: SNV-2608 should be SNV-2611. Only one purge valve required for SBR

basin 1.

.23 Question: Is SNV 2708 supposed to be 2711 or is it in addition too? If so where

would 2711 be located?

Response: SNV-2708 should be SNV-2711. Only one purge valve required for SBR

basin 2.

.24 Question: Reference section 46 32 69;

a. Access manway: 500mm bolted and sealed opening; Norwesco tanks come

with a screw-on or hinged lid. Please confirm if this is acceptable.

b. Norweso does not offer XLPE, only HDPE. They have a tank that fits the

dimensions of 102" dia x 93" but it can't be XLPE. Please advise.

Response: a). A Screw on hatch may be acceptable.

Response b): Tank must meet material specification of crosslinked polymer XLPE or

FRP for alum storage as indicated in specification.

.25 Question: Reference Section 01 00 10. National Business Furniture item numbers

50858, 11296, and 41747 are not available to ship to Canada. Are item numbers

CD07929, CD08011, and CD03355/CD03350 acceptable alternatives?

Response: Yes.

.26 Question: Reference section 01 00 10, item 1.2.2.2 and drawing C-102-0; Please

advise on the following:

a. There are no additional processes to be done to the fluids within the temporary

pipe from the headworks to the outfall for the duration of the works?

Response: a) No additional treatment to flow is required. See attached sketch.

b. The material and size of the above pipe. See attached sketch.

Response b) PVC Sch80 400mm pipe.

c. Confirmation that no pumped bypass is required, or if it is the fluid, flow etc.

Response: c) Pumping is to be avoided if possible, if required minimum flow is 60

L/sec.

d. What will happen to the 75mm low pressure sewer from Street?

Response: d) connects to 400mm discharge.

e. Confirmation no Sodium Bisulfite feed is required, if so please provide details.

Response: e) No SBS is required.



MWSB# 1302 - AE#: 2016-4784 Page 6 of 8

f. Confirmation that the King Street Lift Station Forcemain can be isolated (NC) at

the start of the project

Response: f) The King Street Lift station supply to the old STP is isolated (NC). The

King Street Lift Station supply to the Headworks is live and can be shut down for up

to 4 hours, but the contractor is to arrange and pay for any truck haul from lift station.

.27 Question: Reference Section 02 41 13, Appendix B and Appendix C, with the issuing

of addendum #1, we are to take on board the demolition of the existing trains, can you

please confirm what is to be included, (see below) and will we be afforded a second

site visit to see the equipment and areas

a. Sludge skimmers, WAS pumps, Swirl tank, Head Tank, Surge Tank etc. and other

plant and equipment as depicted Appendix B on drawing P1 to P5 inclusive.

Response: a) These were all removed after this report was written. Concrete

equipment pads are to b removed that are remaining.

b. Equipment in the photos in Appendix C, Associated Engineering Hazardous

Equipment Assessment, page 3.

Response b) Response is assuming are reference is to "HAZARDOUS MATERIALS

ASSESSMENT" REPORT FOR EXISTING MAIN BUILDING BY EGE found in

Appendix C. All remaining is to be removed. A site visit can be coordinated with the

Town. Contact Dale Wallace: (204) 748-2440

.28 Question: Reference Addendum #1, and the Andritz quotation,

a. This states that the Progressive Cavity pumps are included within their package,

but this is not indicated on the P&ID's, and two of these SEP1640 &. 1650 (D-008-0)

are not directly associated with the dewatering package, please clarify.

b. Please confirm the shipping/ unloading weight of the heaviest item.

Response: a) Septage Receiving Package on D-008-0 is not a novated supply from

Andritz. Andritz is novated and pre-selected to supply the Dewatering System. This is

the Screw Press System and Polymer System. Andritz is supplying PLP-5320 and PLP

5310 on drawing D-015-0 Process Sludge Dewatering.

Response: b) Confirm with suppliers for all weights and dimensions.

.29 Question: Reference Addendum #1, and item 1.15, please confirm the status of the

various shop drawings, i.e. drawing in process, in for approval, approved etc.

Response: Shop drawings are in process of Review or Reviewed as Noted for design

requirements. Final submissions from the General Contractor will be required for final

review as per specifications.

.30 Question: Reference for PSW piping, please clarify



MWSB# 1302 - AE#: 2016-4784 Page 7 of 8

a. Drawing D-012-0 has the piping from the turbine pumps as El

b. Drawing D-102-2 has piping shown as H1 for PSW.

Response: E1 as per P&ID.

.31 Question: Please provide a heat tracing schedule, specifications and details for the

heat tracing as noted on drawing C-103-0, D-102, D-301-3.

Response: For the heat tracing noted on drawing C-103-0, D-102, D-301-3, provide a

Urecon heat trace system for each line that consists of a controller, two RDTs, a heat

tracing cable, power feed kit, and power/end termination kit. Insulate each pipe on site

with 25mm Dow Trymer lsocyanurate with 20 mil PVC jacket on buried pipe and

0.016 mil aluminum jacket on the exposed pipe. The Urecon controllers are to be

powered from a lighting panel (LP-3). The controllers and LP-3 are to mounted in the

Upper Floor of the Main Building. Provide a 20A breaker in PDP-2 to power a

transformer (TR-5) and Lighting Panel (LP-3). TR-5 to be 600V-120V/208V, 30 kVA

and NEMA 12 rated. LP-3 to be 125A complete with 36 breakers, 24 of these breakers

to be 15A, 1 pole, and the other 12 to be 20A, 1 pole. For each heat trace system

controller provide one general alarm (DI) to CP-0001 and alarm in SCADA. Provide

all associated wiring.

.32 Question: Drawing D-501-3 Splitter Box has a 6” LIT connection but P&ID’s show

no level besides a switch for SB-1200. Please advise if an ultrasonic LIT is to be

added

Response: There is only a level switch in that splitter box.

.33 Question: Tags CP-1650,1750 found for gas detection, but no related information.

Please advise?

Response: Delete CP-1650 and CP-1750 on drawing E105-2 and refer to LCP-7 and

LCP-8, their associated schematics can be found on drawings E-610-2 and E-611-2.

.34 Question: Addendum 1 on the Novated equipment states 1 mixer per digester, the

drawing D-014-0 shows a third mixer. Is the third mixer supposed to be part of the

novated equipment package?

Response: Yes. The SBR package includes both SBR tank mixers (MX-2630, MX-

2730), 2 mixers in digester 1 (MX-4120, MX-4130), 1 mixer in digester 2 (MX-4220)

and one jet aerator in the day tank (MX-4310).

.35 Question: Is there a spec and or drawing for the SBOX-2500 in the SBR? Is SBOX-

2500 to be supplied by the mechanical contractor?

Response: See Drawing S-501-1. General Contractor to coordinate supply and

construction.



MWSB# 1302 - AE#: 2016-4784 Page 8 of 8

.36 Question: Is SCP-4800 included in novated equipment package? Addendum 1 shows

S-7035 supplied in the Mequipco package?

Response: SCP-4800 is included in novated equipment package. S-7035 is a model

number from Andritz for the C-Press not an equipment tag number.

.37 Question: Is there a valve schedule available for the SBR building valves?

Response: Contractors are to contact vendor for all required details in equipment

supply packages novated or otherwise.

END SECTION

KEYNOTES

TAG

1

GROUND ELECTRODE. TWO 19Ø X 6.0 m (COUPLED) COPPER CLAD STEEL RODS

SPACED 4.5 m, AND #2/0 AWG Cu CONDUCTORS. PROVIDE MECHANICAL PROTECTION

FOR CONDUCTORS WHERE EXPOSED.

2

3

MELTRIC DECONTACTOR SERIES. PROVIDE RECEPTACLE ON ENCLOSURE AND 6.0 m

LONG 4C#1 TECK 90 w/ WEATHERPROOF MELTRIC DECONTACTOR PLUG.

100AT

100AF

3P

CSTE

100A MANUAL

TRANSFER SWITCH

SN

M

METER

SN

40 A

MCP

3P

25

HP

SWP-101

SEWAGE PUMP

40 A

MCP

3P

25

HP

SWP-102

SEWAGE PUMP

UNDERGROUND

SERVICE BY MB

HYDRO

100 A, 347/600 V,

3Ø, 4 W

1

H

O

A

TR-1, 15 kVA

600 : 120/240 V

1 Ø

35 A

2P

CSTE

ENCLOSURE

METER

CABINET

30 A

3P

SPD

GFCI

CONVENIENCE

RECEPATCLE

CONTROL

CIRCUIT

SPARES x2

200 W FAN

HEATER w/

B.I.T.

200 W FAN

HEATER w/

B.I.T.

2 A

1P

2 A

1P

20 A

1P

15 A

1P

15 A

1P

100 A, 347/600 V, 3Ø, 4 W, 22 kAIC 100 A, 120/240 V, 1Ø, 3 W, 10 kAIC

3C#8 AWG 3C#3 AWG

2

4C#1 AWG

S/S S/S

H

O

A

FUTURE

GENSET

RECEPTACLE

FUTURE

GENERATOR

100 AF

3C#8 +GRD 3C#8 +GRD

2 2

3

SINGLE LINE DIAGRAM / SCHEMATIC SYMBOLS

113

SELECTOR SWITCH

(HOA, LOR, LO or OA)

GROUND ROD

GROUND GRID w/ RODS ONLY

ESD

HOA

OI

O

I

DISCONNECT SWITCH

- UNFUSED

ON-OFF CONTROL

STATION

HAND-OFF-AUTO

SELECTOR SWITCH

START-STOP

PUSHBUTTON AND

SELECTOR SWITCH

(HOA, LOR, LO or OA)

H

O

A

THERMISTOR CONTROL

TRIPPING UNIT

EMERGENCY SHUTDOWN

PUSHBUTTON

EQUIPMENT BUS

CURRENT TRANSFORMER c/w RATIO &

QUANTITY

UTILITY POWER METER

LIGHTNING ARRESTER w/ GROUNDED GAP

LIGHTNING ARRESTER w/ GROUNDED

GAP AND SURGE CAPACITOR

DELTA-DELTA TRANSFORMER

CIRCUIT BREAKER

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

1

1 1

FVNR MAGNETIC STARTER c/w SIZE

FVR (REVERSING) STARTER c/w SIZE

THERMAL OVERLOAD RELAY

X:X

X

ELECTRONIC OVERLOAD c/w RATIO &

QUANTITY

VARIABLE SPEED DRIVE

SOFT START REDUCED VOLTAGE

GENERATOR

W

SPECIAL SINGLE PHASE RECEPTACLE

SPECIAL THREE PHASE RECEPTACLE

WELDING RECEPTACLE

X kW

MOTOR SPACE HEATER

SOLID STATE SURGE ARRESTER

TRANSIENT VOLTAGE SURGE

SUPPRESSION

GROUND TO EARTH

XXX

XXX

H1 H2

X1 X2

X

HP

RELAY SHUNT

CONTROL POWER TRANSFORMER

SINGLE or THREE PHASE MOTOR

A

ETM

O/L

HTR

X kW

X kW

X OHMS

INDICATING PILOT LIGHT c/w LENS COLOR

R=RED, G=GREEN, A=AMBER, Y=YELLOW,

W=WHITE, B=BLUE

ELAPSED TIME METER

MOTOR OVERLOAD CONTACT

ELECTRIC HEATER c/w KILOWATT RATING

MOTOR SPACE HEATER c/w KILOWATT

RATING

RESISTOR c/w RESISTANCE RATING

SERIES COIL OR SOLENOID VALVE

TC

TEMPERATURE CONTROLLER

SURGE SUPPRESSOR

WIRE WITH WIRE NUMBERS

MECHANICAL CONNECTION

WIRES CROSSOVER

WIRES CONNECTED

FIELD CONNECTION

NORMALLY CLOSED MUSHROOM HEAD

PUSHBUTTON - MOMENTARY

NORMALLY OPEN PUSHBUTTON -

MOMENTARY

NORMALLY CLOSED PUSHBUTTON -

MOMENTARY

SINGLE POLE SINGLE THROW

DISCONNECT SWITCH

SINGLE POLE DOUBLE THROW

DISCONNECT SWITCH

TWO (2) POSITION SELECTOR SWITCH

(ON-OFF SWITCH SHOWN IN ON POSITION)

THREE (3) POSITION SELECTOR SWITCH

(HAND-OFF-AUTO SHOWN IN HAND

POSITION)

DUAL TRANSFER SWITCH

FLOW SWITCH NORMALLY OPEN OR

CLOSED

LEVEL SWITCH NORMALLY OPEN OR

CLOSED

LIMIT SWITCH NORMALLY OPEN OR

CLOSED

PRESSURE SWITCH NORMALLY OPEN OR

CLOSED

TEMPERATURE SWITCH NORMALLY OPEN

OR CLOSED

TERMINALS - TYPE AND LOCATION

ASSIGNMENT DESIGNATED BY PROJECT

DESIGN

or

PLC

J

REACTOR

TRANSFER SWITCH

FLEX CONNECTOR

JUNCTION BOX MOUNTED NEAR MOTOR

PROGRAMMABLE LOGIC CONTROLLER

HARMONIC FILTER

ABBREVIATIONS

- BUS DUCT

- CIRCUIT BREAKER

- DUCT BANK

- DISCONNECT SWITCH

- MOTOR CONTROL CENTRE

- POWER DISTRIBUTION PANEL

- BRANCH PANEL BOARD

- SWITCHBOARD

- TRANSFORMER

- UNINTERRUPTIBLE POWER

SUPPLY

BD

CB

DB

DS

MCC

PDP

PNL

SWB

T

UPS

C

1

2

3

H

O

A

H

O

A

ON OFF

100AT

225AF

3P

M

XXX:X

HZ

S/S

TVSS

R

101

TD

M

RELAY COIL (2 LINE)

TIMING RELAY COIL w/ TDE -TIME DELAY

ENERGIZED, TDD -TIME DELAY

DE-ENERGIZED & TIME RANGE

MOTOR STARTER COIL

TD_

0-30

SECS

OTR OVERLOAD TRIP RELAY

DRAWING REVISION

DESCRIPTIONDRAWNDESIGNDATEREV

SHEET

IF

N

OT

5

0 m

m A

DJU

ST

S

CA

LE

S

SC

AL

E(S

) S

HO

WN

A

RE

IN

TE

ND

ED

F

OR

A

NS

I D

(2

2X

34

) S

IZ

E D

RA

WIN

GS

, T

AB

LO

ID

(1

1X

17

) S

IZ

E D

RA

WIN

GS

A

RE

1

/2

O

F S

CA

LE

(S

) S

HO

WN

U

NL

ES

S N

OT

ED

O

TH

ER

WIS

E

SCALE:

50

m

m

P:\20164784\00_V

irden_W

WT

P_P

h_2\W

orking_D

wgs\600_E

lectrical\4784-00-e-801-4.dw

g

DA

TE

: 2017-02-03

, D

esiree P

astorin

0 2017FEB03 S. FRIEL D. PASTORIN ADDENDUM #1

TOWN OF VIRDEN &

MANITOBA WATER SERVICES BOARD

PHASE 2: WASTEWATER TREATMENT

FACILITY UPGRADES

M.W.S.B. # 1302 / 2016-4784-00

AS SHOWN

ELECTRICAL

SINGLE LINE DIAGRAM

LIFT STATION

E-801-4 0

1

3

www.ae.ca

203 - Five Donald Street, Winnipeg, Manitoba, R3L 2T4

Ph: 204 942 6391 Fax: 204 942 6399

2

3 4

11 12

14

65

KEYNOTES

TAG DESCRIPTION

1 3R ENCLOSURE

10 GAUGE STEEL WITH INNER DOOR, DRIP SHIELD AND INSULATION

2 CABLE ENCLOSURE

3

4

ALARM STROBE & LEXAN GUARD (FEDERAL SIGNAL LP8-120R)

5CSTE, AS PER MANITOBA HYDRO REQUIREMENTS

6 REMOTE METER ENCLOSURE

7 75 mm BULLET HUB - HYDRO ENTRANCE

8 75 mm BULLET HUB - STANDBY POWER ENTRANCE

9

BREAKER (3P, 600 V, 100 A)

10

ATS (125 A)

11

15 kVA TRANSFORMER (600 V - 120/208 V)

12 SPD

13 DISCONNECT

14PUMP 1 , PUMP 2 DISCONNECTS

15

LIFT STATION LEVEL CONTROLLER DISPLAY (FLYGT MULTISMART)

16PUMP 1, PUMP 2 HOUR METERS

17PUMP 1, PUMP 2 PROTECTION RELAYS C/W BEZEL MOUNT KIT AND RESET PUSHBUTTON

18

PUMP 1, PUMP 2 OVERLOAD (RED)

19

PUMP 1, PUMP 2 RUN (GREEN)

20PUMP 1, PUMP 2 HOA

21

HIGH LEVEL ALARM (RED)

22 ALARM SILENCE

23 20A GFCI CONVENIENCE RECEPTACLE

24

CIRCUITS : CKT-1: CONTROL, CKT-2: PANEL HEATER,

CKT-3: 20A GFCI, CKT-4: GENERATOR CONTROL POWER

25 EY-SEALS

26 COPPER FREE CAST ALUMINUM EXPLOSION PROOF J-BOXES

27

RGS CONDUITS INTO LIFT STATION (27Ø TYPICAL FOR CONTROLS AND POWER)

28 VIEWING WINDOWS FOR MULTISMART DISPLAY

29 INTRINSICALLY SAFE LEVEL SWITCH BARRIERS

30 2 CHANNEL ALARM DIALLER

31 XYLEM SAFE-TL BACKUP RELAYS w/ HOA STATIONS

32 PORTABLE GENERATOR RECEPTACLE

100-347/600-MTR-WM

CSTE

JSM RMC-311

REMOTE

METER

CABINET

15

00

12

87

109

13

LAMACOID LEGEND

1

SEWAGE LIFT STATION / CONTROL PANEL / (NAME)

2 MAIN DISCONNECT

3

4 PUMP 2 / DISCONNECT

5 PUMP 1 / HOURS

6 PUMP 2 / HOURS

7 PUMP 1 / OVERLOAD

8 PUMP 2 / OVERLOAD

9 PUMP 1 / RUN

10 PUMP 2 / RUN

11 PUMP 1 / HOA

12 PUMP 2 / HOA

13 HIGH LEVEL / ALARM

14 ALARM SILENCE

15 GFCI

16 BREAKER LEGEND - SEE KEY NOTES

17 ALARM ENABLE

15

16

NOTES:

1. PROVIDE PANEL C/W ALL HARDWARE AND ACCESSORIES FOR A COMPLETE

WORKING SYSTEM.

2. PROVIDE ALL RELAYING AND DEVICES REQUIRED FOR FUNCTIONALITY OF

PUMPING STATION.

3. CONDUITS AND CABLES FROM PUMP STATION CONTROL PANEL SHALL BE

ARRANGED TO TOLERATE SETTLING OR HEAVING OF EARTH AND BACKFILL.

CONDUITS SHALL BE C/W EXPANSION FITTINGS. CABLE RUNS SHALL

INCORPORATE EXTRA LENGTH AS SLACK.

4. PUMPING STATION CONTROL PANEL:

4.1. INSULATED DOOR IN DOOR, DOUBLE DOORS WITH HANDLES, HASPS FOR

LOCKING,HOLDOPENS AND WIRED GLASS VIEWING WINDOW FOR HYDRO

METER AND DISPLAYS.

4.2. PROVIDE TWO (2) PANEL HEATERS.

4.3. DUPLEX RECEPTACLE, 20A, GFCI.

4.4. UNDERVOLTAGE AND PHASE IMBALANCE RELAYING AND PUMP

PROTECTION (UV RELAY).

4.5. SURGE SUPPRESSOR.

4.6. ALARM BEACON ON TOP OF PANEL.

4.7. PROVIDE SPARE RELAYS (2 NO, 2 NC EACH) AND 30% SPARE TERMINAL

BLOCKS. PROVIDE SPACE FOR 40% ADDITIONAL RELAYS

4.8. MOUNT PANEL TO CONCRETE LIFT STATION WITH 100x100x6 mm HOT DIP

GALVANIZED POSTS. ANCHOR BY CASTING BOLTS INTO CONCRETE OR

WITH HILTI EPOXY ANCHORS.

4.9. ALLOW FOR CONNECTION OF PUMP INTEGRAL PROTECTION RELAY (E.G.

MINI CAS II).

5. PUMPING STATION OPERATION:

5.1. THE LOW LEVEL LOCKOUT WILL REMOVE THE PERMISSIVE TO OPERATE

EITHER PUMP AND ENGAGE ALARM.

5.2. THE PUMP STOP LEVEL WILL REMOVE THE PERMISSION TO OPERATE

EITHER PUMP AND FLIP THE LEAD AND LAG PUMP STATUS.

5.3. LEAD PUMP START WILL SET PERMISSION TO RUN THE LEAD PUMP.

5.4. LAG PUMP START WILL RUN THE LAG PUMP.

5.5. HIGH LEVEL ALARM WILL RUN BOTH PUMPS AND ENGAGE THE ALARM.

5.6. PROVIDE A POWER MONITORING RELAY FOR ALARMING.

5.7. THE ALARM CONTROL WILL HAVE AN ALARM ENABLE SWITCH; WHEN

ENABLED THE BEACON AND HORN WILL ENGAGE ON AN ALARM. THE

ALARM HORN CAN BE SILENCED WITH A LATCHING RELAY HOWEVER

THE BEACON CANNOT BE DISABLED.

EXTERIOR ENCLOSURE

(FRONT VIEW)

EXTERIOR ENCLOSURE

(REAR VIEW)

17

DRAWING REVISION


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esiree P

astorin


TOWN OF VIRDEN &



FACILITY UPGRADES

M.W.S.B. # 1302 / 2016-4784-00

AS SHOWN

ELECTRICAL

CONTROL PANEL DETAILS

LIFT STATION

E-802-4 0

2

3

www.ae.ca


Ph: 204 942 6391 Fax: 204 942 6399

T/O BARREL

EL. 441.000

LAG PUMP START

EL. 436.400

LSP1

LOW LEVEL LOCKOUT

EL. 435.400

PUMPS STOP

EL. 435.600

LEAD PUMP START

EL. 436.200

LSP2

HIGH LEVEL ALARM

EL. 436.500

DRAWING REVISION


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esiree P

astorin


TOWN OF VIRDEN &



FACILITY UPGRADES

M.W.S.B. # 1302 / 2016-4784-00

AS SHOWN

ELECTRICAL

SECTION & SHORT FORM SPECIFICATIONS

LIFT STATION

E-803-4 0

3

3

www.ae.ca


Ph: 204 942 6391 Fax: 204 942 6399

SECTION

1

-

OPERATING ELEVATIONS

1:25

ELECTRICAL SPECIFICATIONS:

1 GENERAL

1.1 SCOPE AND INTENT

.1 PROVIDE A COMPLETE ELECTRICAL INSTALLATION IN ALL RESPECTS. INCLUDE ALL

NECESSARY MATERIALS AND LABOUR WHETHER SPECIFICALLY SHOWN OR NOT.

1.2 WORK INCLUDED

.1 THE WORK UNDER THIS SECTION INCLUDES BUT IS NECESSARILY LIMITED TO THE FOLLOWING:

.1 COORDINATION WITH UTILITY FOR INSTALLATION OF NEW ELECTRICAL SERVICE.

.2 SUPPLY AND INSTALLATION OF SERVICE ENTRY AND FINAL CONNECTION TO STATION

CONTROL PANEL.

.3 INSTALLATION OF GROUND GRID.

.4 SUPPLY AND INSTALLATION OF ELECTRICAL/CONTROL PANEL AND INSTRUMENTATION.

.5 SUPPLY AND INSTALLATION OF CONDUIT RACEWAY AND ALL POWER WIRING TO

MECHANICAL EQUIPMENT.

1.3 REGULATIONS, CODES AND STANDARDS

.1 THE COMPLETE ELECTRICAL INSTALLATION IS TO COMPLY WITH THE LATEST REGULATIONS

OF THE APPROPRIATE ELECTRICAL INSPECTION BRANCH HAVING JURISDICTION AND WITH

THE LATEST EDITION AND REVISIONS OF THE CANADIAN ELECTRICAL CODE, PART 1 (CSA

C22.1).

.1 DO UNDERGROUND SYSTEMS IN ACCORDANCE WITH CSA C22.3 NO.1 EXCEPT WHERE

SPECIFIED OTHERWISE.

.2 OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY LAWS AND REGULATIONS.

.3 SUBMIT TO ELECTRICAL INSPECTION DEPARTMENT AND SUPPLY AUTHORITY NECESSARY

NUMBER OF DRAWINGS AND SPECIFICATIONS FOR EXAMINATION AND APPROVAL PRIOR TO

COMMENCEMENT OF WORK. PAY ASSOCIATED FEES. ENGINEER WILL PROVIDE DRAWINGS

AND SPECIFICATIONS REQUIRED BY ELECTRICAL INSPECTION DIVISION AND SUPPLY

AUTHORITY AT NO COST.

.4 NOTIFY ENGINEER OF ANY CHANGES REQUIRED BY ELECTRICAL INSPECTION DIVISION PRIOR

TO MAKING CHANGES.

.5 AFTER COMPLETION OF THE WORK, FURNISH WRITTEN CERTIFICATION THAT ALL WORK HAS

BEEN INSPECTED AND APPROVED BY THE INSPECTION AUTHORITY HAVING JURISDICTION.

1.4 HAZARDOUS LOCATIONS

.1 THE WET WELL SHALL BE CONSIDERED A ZONE 1 HAZARDOUS LOCATION AND A CATEGORY 2

WET, CORROSIVE LOCATIONS. MATERIALS AND METHODS TO SUIT. AVOID MAKING JUNCTIONS

AND CONNECTIONS WITHIN THE WET WELL. MAKE SUCH CONNECTIONS AT MAXIMUM HEIGHT

PRACTICABLE SHOULD A FLOOD CONDITION OCCUR. CONNECTIONS SHALL BE IN A READILY

ACCESSIBLE LOCATION.

.2 ALL PENETRATIONS SHALL BE SEALED AND MADE TIGHT. SEPARATION BETWEEN WET WELL

AND ANY OTHER LOCATIONS SHALL BE IMPERMEABLE AND ROBUST. PROVIDE SEALS AROUND

CONDUIT AND CABLES, AND WITHIN CONDUIT AS REQUIRED BY CEC. PROVIDE HAZARDOUS

LOCATION SEALS FOR WIRING TO HAZARDOUS LOCATIONS AND RATED EQUIPMENT. GROUP

HAZARDOUS LOCATIONS SEALS IN ONE OR TWO LOCATIONS AND LABEL CONDUITS AND

CABLES.

1.5 SUBMITTALS

.1 SUBMIT THREE (3) COPIES OF SHOP DRAWINGS ON ALL EQUIPMENT. SHOP DRAWINGS ARE TO

BE FULLY LEGIBLE COPIES WITH ONE COPY OF THE ORIGINAL. SHOP DRAWINGS SHALL BE

ISSUED FOR REVIEW BY THE OWNER OR OWNER'S REPRESENTATIVE BEFORE PURCHASING

OR MANUFACTURING EQUIPMENT.

.2 BEFORE FINAL ACCEPTANCE OF WORK, FURNISH ONE COMPLETELY DETAILED SET OF

AS-BUILT DRAWINGS SHOWING FINAL LOCATIONS AND CONNECTIONS FOR ALL WORK.

.3 PROVIDE THREE (3) COPIES OF THE OPERATION AND MAINTENANCE MANUALS AT COMPLETION

OF WORK.

1.6 QUALITY ASSURANCE

.1 ALL MATERIAL TO BE NEW CSA CERTIFIED.

.2 ELECTRICAL WORK TO BE CARRIED OUT UNDER THE DIRECT SUPERVISION OF QUALIFIED,

LICENSED ELECTRICIANS WHO HOLD VALID ELECTRICAL CONTRACTOR LICENSE IN

ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION AS PER THE CONDITIONS OF THE

PROVINCE OF MANITOBA.

1.7 MANUFACTURERS INSTRUCTIONS

.1 THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT INSTALLATION AND ASSEMBLY OF ALL

ITEMS OF EQUIPMENT. MANUFACTURER'S INSTRUCTIONS ARE TO BE CAREFULLY READ AND

RIGIDLY ADHERED TO. MAKE GOOD ON ANY LOSS OR DAMAGE RESULTING FROM

MALPRACTICE.

1.8 IDENTIFICATION

.1 IDENTIFY ALL ELECTRICAL EQUIPMENT WITH NAMEPLATES AND LABELS. PROVIDE LAMICOID

LABELS FOR ALL PANELS AND APPARATUS.

1.9 SYSTEM STARTUP

.1 PARTICIPATE IN THE MANUFACTURER'S START-UP AND COMMISSIONING OF THE STATION.

.2 PROVIDE THESE SERVICES FOR SUCH PERIOD, AND FOR AS MANY VISITS AS NECESSARY TO

PUT EQUIPMENT IN OPERATION.

2 PRODUCTS

2.1 WIRING TERMINATIONS

.1 ENSURE LUGS, TERMINALS, SCREWS USED FOR TERMINATION OF WIRING ARE SUITABLE FOR

EITHER COPPER OR ALUMINUM CONDUCTORS.

2.2 CONDUIT AND CABLE

.1 CONDUITS

.1 RIGID METAL CONDUIT: TO CSA C22.2 NO. 45, RIGID GALVANIZED STEEL (RGS).

.2 RIGID PVC CONDUIT: TO CSA C22.2 NO. 211.2.

.3 FLEXIBLE METAL CONDUIT: TO CSA C22.2 NO. 56, LIQUID TIGHT FLEXIBLE METAL.

.2 ALL CONDUCTORS TO BE COPPER MINIMUM #12 AWG. 600 VOLT INSULATION CROSS-LINKED

RW90. CONDUCTORS 10 AWG AND LARGER TO BE STRANDED.

.3 DIRECT BURIED CONDUCTORS TO BE ARMOURED PVC JACKETED TECK90 OR RW90 IN PVC

CONDUIT.

.4 COLOUR CODE CONDUITS, BOXES AND CABLES. CODE WITH PLASTIC TAPE OR PAINT AT

POINTS WHERE CONDUIT OR CABLE ENTERS WALL, CEILING, OR FLOOR. COLOURS: 25 mm

WIDE PRIME COLOUR AND 20 mm WIDE AUXILIARY COLOUR.

.5 WIRING IDENTIFICATION:

.1 IDENTIFY WIRING WITH PERMANENT INDELIBLE IDENTIFYING MARKINGS, EITHER

NUMBERED OR COLOURED PLASTIC TAPES, ON BOTH ENDS OF PHASE CONDUCTORS OF

FEEDERS AND BRANCH CIRCUIT WIRING.

.2 MAINTAIN PHASE SEQUENCE AND COLOUR CODING THROUGHOUT.

.3 COLOUR CODE: TO CSA C22.1.

.4 USE COLOUR CODED WIRES IN COMMUNICATION CABLES, MATCHED THROUGHOUT

SYSTEM.

3 EXECUTION

3.1 INSTALLATION

.1 ASSEMBLE AND/OR INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S

AND SUPPLIER'S INSTRUCTION.

.2 DO NOT RUN 120 VAC POWER AND 4-20 MA CONTROL SIGNALS IN THE SAME CONDUIT. INSTALL

A GROUND WIRE IN THE CONDUIT AND BOND INSTRUMENT TO GROUND. CONNECT SHIELD

DRAIN WIRE TO GROUND AT ONE END ONLY (IN THE CONTROL PANEL).

3.2 NAMEPLATES AND LABELS

.1 ENSURE MANUFACTURER'S NAMEPLATES, CSA LABELS AND IDENTIFICATION NAMEPLATES

ARE VISIBLE AND LEGIBLE AFTER EQUIPMENT IS INSTALLED.

3.3 GROUNDING

.1 INSTALL GROUND ELECTRODES AND CONTINUOUS GROUND CABLING, SIZE AS INDICATED ON

DRAWINGS.

.1 ROD ELECTRODES: COPPER CLAD STEEL, 19 mm DIAMETER BY 3.0 m LONG.

.2 CONNECTIONS TO GROUND RODS SHALL BE DONE EITHER WITH BURNDY HYGROUND

COMPRESSION CONNECTORS USING PROPER TOOLING, OR WITH ERICO CADWELD

THERMIT WELDING.

.3 INSTALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

.4 PROTECT EXPOSED GROUNDING CONDUCTORS FROM MECHANICAL INJURY.

.2 TERMINATE GROUND CONDUCTORS AT DEDICATED PANEL GROUND BUS.

3.4 CONDUIT AND CABLE INSTALLATION

.1 INSTALL CONDUIT AND SLEEVES PRIOR TO POURING OF CONCRETE. EXPOSED CONDUIT

SLEEVES THROUGH CONCRETE TO BE SCHEDULE 40 STEEL PIPE SIZED FOR FREE PASSAGE

OF CONDUCTORS, AND PROTRUDING 50 mm.

3.5 DIRECT BURIAL OF CABLES OR CONDUITS

.1 PREPARE TRENCH BY PLACING 75 mm OF COMPACTED SAND TO FORM THE SAND BED IN THE

BOTTOM OF THE TRENCH.

.2 AFTER SAND BED IS IN PLACE, LAY CABLES OR CONDUIT MAINTAINING 100 mm CLEARANCE

FROM EACH SIDE OF TRENCH TO NEAREST CABLE. DO NOT PULL CABLE INTO TRENCH.

.3 PROVIDE OFFSETS FOR THERMAL ACTION AND MINOR EARTH MOVEMENTS. OFFSET CABLES

250 mm FOR EACH 60 m RUN, MAINTAINING MINIMUM SEPARATION AND CABLE BENDING

RADIUS REQUIREMENTS.

.4 SEPARATION OF CABLES OR CONDUITS:

.1 MAINTAIN 300 mm MINIMUM SEPARATION BETWEEN POWER CABLES AND SIGNAL CABLES.

.2 AT CROSSOVER, MAINTAIN 150 mm MINIMUM VERTICAL SEPARATION BETWEEN CABLES.

.5 COVER THE CABLES OR CONDUIT WITH 75 mm OF COMPACTED SAND TO FORM A PROTECTIVE

COVER.

.6 AFTER SAND PROTECTIVE COVER IS IN PLACE, INSTALL CONTINUOUS PLASTIC MARKING STRIP

300 mm FROM GRADE THE LENGTH OF ENTIRE RUN.

.7 UNDERGROUND CABLE SPLICES ARE NOT ACCEPTABLE.

3.6 EQUIPMENT CONNECTIONS

.1 INSTALL CONDUIT AS REQUIRED TO ACCOMMODATE STATION EQUIPMENT.

.2 CABLES BETWEEN EQUIPMENT AND FINAL PANEL CONNECTION POINT TO BE CONTINUOUS.

DO NOT SPLICE.

3.7 MOUNTING HEIGHTS

.1 MOUNTING HEIGHT OF EQUIPMENT IS FROM FINISHED FLOOR TO CENTERLINE OF EQUIPMENT

UNLESS SPECIFIED OR INDICATED OTHERWISE.

.2 IF MOUNTING HEIGHT OF EQUIPMENT IS NOT SPECIFIED OR INDICATED, VERIFY BEFORE

PROCEEDING WITH INSTALLATION.

3.8 COORDINATION OF PROTECTIVE DEVICES

.1 .1 ENSURE CIRCUIT PROTECTIVE DEVICES SUCH AS OVERCURRENT TRIPS, RELAYS AND

FUSES ARE INSTALLED TO REQUIRED VALUES AND SETTINGS.

3.9 FIELD QUALITY CONTROL

.1 CONDUCT FOLLOWING TESTS:

.1 POWER DISTRIBUTION SYSTEM, VOLTAGE AND GROUNDING.

.2 MOTORS, HEATERS AND ASSOCIATED CONTROL EQUIPMENT INCLUDING SEQUENCED

OPERATION OF SYSTEMS WHERE APPLICABLE.

.2 CARRY OUT TESTS IN PRESENCE OF ENGINEER.

.3 PROVIDE INSTRUMENTS, METERS, EQUIPMENT AND PERSONNEL REQUIRED TO CONDUCT

TESTS DURING AND AT CONCLUSION OF PROJECT.

3.10 CLEANING

.1 CLEAN AND TOUCH UP SURFACES OF SHOP-PAINTED EQUIPMENT SCRATCHED OR MARRED

DURING SHIPMENT OR INSTALLATION, TO MATCH ORIGINAL PAINT.

.2 CLEAN AND PRIME EXPOSED NON-GALVANIZED HANGERS, RACKS AND FASTENINGS TO

PREVENT RUSTING.

.3 THE CONTRACTOR IS RESPONSIBLE FOR KEEPING HIS WORK AREA CLEAN AND FREE FROM

DEBRIS AND WASTE MATERIAL AT ALL TIMES. THE INTERIOR OF ALL BOXES, CABINETS,

CONTROL PANELS, ETC. ARE TO BE CLEANED OF DUST, DIRT AND LOOSE MATERIALS TO THE

SATISFACTION OF THE OWNER.

3.11 CALIBRATION

.1 CALIBRATE INSTRUMENTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE AND

COMPLETE COMPREHENSIVE CALIBRATION REPORT FORMS INDICATING FULL INSTRUMENT

MAKE AND MODEL NUMBERS, INSTRUMENT CONFIGURATIONS AND SETTINGS, AND

INSTRUMENTS PERFORMANCE DURING CALIBRATION.

.2 CALIBRATE INSTRUMENTS INDIVIDUALLY.

.3 CARRY OUT MANUAL TESTS TO CHECK INSTRUMENT READINGS VERSUS MEASUREMENTS

MADE BY OTHER MEANS, E.G. PERFORM DRAW DOWN AND REFILL TESTS USING TAPE

MEASURE AND STOP WATCH. COMPARE VOLUME FLOW RATE RESULTS OF FLOW INSTRUMENT

AGAINST VOLUME FLOW RATE RESULTS CALCULATED FROM DRAW DOWN AND REFILL TESTS.

CARRY OUT SUCH TESTING FOR AS MANY INSTRUMENTS AS PRACTICABLE. CROSS COMPARE

VARIOUS RESULTS TO CONFIRM AGREEMENT AND MASS BALANCE TO THE EXTENT POSSIBLE.

.4 COORDINATE UNITS FOR ENGINEERING MEASUREMENTS WITH OPERATORS. PREFERENCE

SHALL BE SI METRIC IN THE MOST COMMONLY USED UNITS (mm, m³, L, S, kPa) EXCEPT WHERE

OPERATORS REQUEST OTHERWISE.

INSTRUMENTATION SHALL PROVIDE CONSISTENT, ACCURATE, REPEATABLE RESULTS TO

STATED TOLERANCES PRIOR TO BEING ACCEPTED. CALIBRATION AGENT SHALL RECORD

SUCCESSFUL PERFORMANCE FOR EACH INSTRUMENT, ON CALIBRATION FORMS.

MILLTRONICS XPS-15

MOUNTED TO U/S OF

INTERMEDIATE GRATING

LIFT STATION IS CLASS 1,

ZONE 1, GROUP CD

HAZARDOUS AND

CATEGORY 2 LOCATION

OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL

OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL

O

I

L

GG

GG

G

FM

FM

FM

F

M

WW

WW

WW

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FM FM FM FM

FM

FM

FM

FM

FM

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FM FM FM FM FM

FM

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SS

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X X X X X

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UT UT UT UT UT UT UT UT

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PLUG ABANDONED 200Ø FORCEMAIN TO MAIN BUILDING

REMOVE ABANDONED 200Ø FORCEMAIN

EXISTING 200Ø FORCEMAIN FROM,

KING STREET LIFT STATION

N.O. VALVE

N.C. VALVE

EXISTING 200Ø FORCEMAIN FROM,

KING STREET LIFT STATION

TOWN

STRUCTURE

EXISTING

HEADWORKS BUILDING

BUILDING AREA 03

EXISTING

MAIN BUILDING

BUILDING AREA 02

EXISTING 75Ø LOW PRESSURE

SEWER INTO PLANT FROM STREET

EXISTING 100Ø WATER MAIN INTO

MAIN BUILDING

EXISTING 100Ø WATER MAIN

INTO HEADWORKS

EXISTING 300Ø EFFLUENT PIPE TO

OUTFALL

PLUG INCOMING 300Ø EFFLUENT

PIPE TO MANHOLE

CHESTER STREET

KENT STREET

AN

NIV

ER

SA

RY

R

OA

D

NEW OVERHEAD POWER TO MAIN

BUILDING. COORDINATE WITH

UTILITY.

EXISTING SODIUM BISULFITE FEED

TO MANHOLE (c/w HEAT TRACE)

U

P

U

P

U

P

UP

U

P

U

P

UPUP UP

RELOCATE GAS SERVICE FOR

CONSTRUCTION. COORDINATE

WITH UTILITY.

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www.ae.ca


Ph: 204 942 6391 Fax: 204 942 6399

TOWN OF VIRDEN &



FACILITY UPGRADES

M.W.S.B. # 1302 / 2016-4784-00

AS SHOWN

CIVIL

SITE DEMOLITION PLAN

GENERAL

C-102-0 0

7

143

0 2017JAN11 K. ANDERSON K. ANDERSON ISSUED FOR TENDER

PLAN

1

-

EXISTING INFRASTRUCTURE

1:200

NOTE:

PLANS SHOW ONLY KNOWN UTILITIES AND STRUCTURES. CONTRACTOR TO TAKE ALL

NECESSARY STEPS TO CONFIRM THE EXISTENCE OF ANY ADDITIONAL INFRASTRUCTURE

PRIOR TO CONSTRUCTION. THESE PLANS SHALL NOT BE CONSIDERED EXHAUSTIVE.

Existing 400 mm PVC Piping within ex-isting building to be re-routed

MH 269

400 mm Headworks Effluent line to be temporarydiverted to MH 269 during construction

Divert 400mm Gravity line and Low Pressure Sewer(LPS) line tosewer MH-269.No treatment is required.

Sketch:Headworks Discharge Line

Sketch

NTS

Pipe Connection between building.Photo from March 18,2015

Pipe Connection between building.Photo from April 13, 2015

LPS Line