city of port alberni tender no. 019-14 - bainbridge … · 2014-06-12 · addendum no. 3 for the...

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ADDENDUM NO. 3

FOR THE

CITY OF PORT ALBERNI

TENDER No. 019-14 - BAINBRIDGE WATER TREATMENT PLANT

TO ALL TENDERERS: June 11, 2014

The following changes, additions, and/or deletions are hereby made a part of the Quotations for the City

of Port Alberni, Bainbridge Water Treatment Plant, as fully and completely as if the same were fully

set forth therein:

1. Instructions to Tenderers

Add the following Article:

“ARTICLE 46:

The Tenderer is advised that the City of Port Alberni reserves the right to delete the installation of the

Owner supplied energy recovery equipment, (Item 15.1.3 of the Tender Form), the supply and installation

of the inlet piping to the energy recovery equipment (Item 2.8 of the Tender Form), energy recovery

equipment pre commissioning assistance (Item 16.4 of the Tender Form) and the required electrical and

controls (Item 16.5 of the Tender Form) in the event that the required permits and agreements are not in

place prior to award of the Contract. The City will proceed with the supply and installation of the outlet

piping to the energy recovery equipment (Item 2.12) as part of this Contract. The Contractor shall ensure

all overhead and profit is allocated to the appropriate Tender Price.”

2. Tender Form

Delete Addendum No. 1 Tender form in its entirety and Replace with the attached Tender Form

Energy Recovery Equipment inlet and outlet piping and electrical components have been

separated for possible deletion from Contract.

3. Section 02315 Trenching and Backfill

Add Clause 3.12.4 “.4 Paved Roads: In travelled areas that are within in the road allowance, trench

backfill above the pipe zone shall be approved imported granular backfill material to subgrade level,

compacted to 95% of Modified Proctor Density (ASTM D1557). The remainder of the trench shall be

backfilled with the design depth of road subbase (250 mm), road base gravel (100 mm), and hot asphalt

mix (to match existing, minimum of 50 mm). This work shall include all required sawcutting and crack

sealing.”

4. Section 07540 Thermoplastic Polyolefin Roofing

Clause 2.2.2 Add: “Ultraply 60 mil TPO as manufactured by Firestone and distributed by Div7 Building

Systems of Surrey BC.” After the first sentence.

5. Section 11030 Onsite Hypochlorite Generation Equipment

Clause 2.8.3 Add: “.9 Seismic restraint or tie-down. OSHGS shall supply seismic restraint calculations

sealed by a Professional Engineer certified to practice in the province of British Columbia.”

6. Section 11101 Rubber Seated Butterfly Valves

Clause 2.3.1 Add: “Valve bodies shall be class 150B.”

ADDENDUM NO. 3

FOR THE



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7. Section 16263 Variable Frequency Drive Equipment

Clause 2.1.2 Add: “Mitsubishi/MGI” to the list of acceptable manufacturer’s.

8. Section 16295 Process Instrumentation

Clause 2.3.3.3: Delete “100 m diameter, maximum line pressure, 2000 kPa” and Replace with “400 mm

diameter, maximum line pressure, 1034 kPa.”

Clause 2.4: Delete: “.3 Integral LCD display with process value and units”

9. Section 16445 Control Panel

Clause 2.1.1 Delete: “Canadian Process and Control Ltd., Port Moody” and Replace with “Celco

Automation, Port Coquitlam”.

Clause 2.7.1 Delete “SCADAPack P334” and Replace with “SCADAPack P357”

Clause 2.7.1.1 Delete “Qty 2 – P334 processor c/w model 5607 I/O board” and Replace with “Qty 1 –

P357 processor c/w model 5606 I/O board”

Clause 2.7.1.2 Delete “Qty 1 – Model 5506 8AI expansion module” and Replace with “Qty 2 – Model

5506 8AI expansion module”

10. Drawing 1218-102, Rev C

Add the following note to the 450 mm dia culvert replacement: “Contractor to reinstate existing asphalt

in accordance with the specifications.”


Delete: “2-Ply SBS-Cold System c/w Primer” and Replace with “Thermoplastic polyolefin membrane

system”

12. Drawing 1218-306, Rev D

Detail G: Delete: “2-Ply SBS-Cold System c/w Primer” and Replace with “Thermoplastic polyolefin

membrane system”


Detail L: Add: “Attach with 4x2 lagscrews, 8x0.75” installed perpendicular to the knee brace” After

“350 Wide Sawn Lumber Beam”


Room Finish Schedule: Delete Notes 8, 9 and 10 in their entirety.

Louver Schedule: Delete Louver L5

ADDENDUM NO. 3

FOR THE



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15. Drawing 1218-602, Rev E

Add the attached 1218-602 sketch 1

Add the following note:

“4. Clouded items are related to owner supplied energy recovery equipment installation and to be priced

separately.”


See attached drawing mark up: Add new incoming wireway section to switchgear and divert conduits to

the new incoming wireway section. As per BC Hydro standards conduits are to stub up 2/3 of the depth

of the wireway section. The depth is expected to be 600mm, but this to be confirmed with equipment

supplied.

Add the attached 1218-603 sketch 1 and sketch 2



separately. Conduits to be installed complete with pull ropes. The wiring, including one comm cable is

related to energy recovery equipment.”


See attached drawing mark up: Add new incoming wireway section to switchgear and relocate receptacle

fed by circuit A2 as shown.

Add the attached 1218-604 sketch 1 and sketch 2



separately.”


Add the attached 1218-605 Detail A sketch 1

Add the attached 1218-605 Detail B sketch 1

Add the flowing note:


separately. Conduits to be installed complete with junction boxes in basement and pull ropes. Coring and

conduits up to the main floor and the wiring, including one comm cable is related to energy recovery

equipment. Pricing for Note 9 includes Notes 2, 3, and 6.”


See attached drawing mark up: Add new incoming wireway section to switchgear. Extend all three phase

busses and neutral bus into new incoming wireway section as per BC Hydro standards. Main breaker to

now be located in top compartment and BC Hydro CT/PT compartment to be in bottom compartment and

to include locking provisions as per BC Hydro standards.

Add the attached 1218-606 sketch 1


Bainbridge Water Treatment Plant ADDENDA No. 3 TENDER FORM

May 2014 Page 1 of 12

H:\6021 Port Alberni City\1218 Bainbridge WTP UV Facility\05 Tender\Treatment Plant\Addenda\1218 Addenda 3 Tender form.doc

TO: City of Port Alberni FROM: _____________________________ 4850 Argyle Street Name of Contractor

Port Alberni, B.C. V9Y 1V8

___________________________________

Business Address

___________________________________

City, Postal Code

Ladies and Gentlemen:

The undersigned Tenderer, having carefully examined the Contract Documents and the locality of the

proposed work, and having full knowledge of the work required and of the materials, to be furnished and

used, hereby agrees to provide all necessary materials, supervision, labour, and equipment and perform and

complete all work and fulfil everything as set forth and in strict accordance with the Contract Documents

and Addenda numbered *___________________for the prices stated in the Tender Form Schedule of Lump

Sum Prices.

Tender Summary

Subtotal of Tender (from page 5) $

Plus GST (5%) $

Total Tender Price (from page 5) $

The undersigned also agrees:

1. That the Owner is in no way obligated to accept this Tender.

2. That should the Tender Form be improperly completed or be incomplete, the Owner shall have the

right to disqualify and/or reject this Tender.

3. That this Tender is made without knowledge of the tender prices to be submitted for this work by any

other company, firm, or person.

4. That this Tender is made without any connection or arrangement with any company, firm, or person

submitting a tender for this work.

5. That this Tender is made without any undisclosed connection or arrangement with any other

company, firm, or person having an interest in this tender or in the proposed Contract.

6. That this Tender is irrevocable for sixty (60) days after the closing date for receipt of tenders and that

the Owner may at any time within such period accept this tender whether any other tender has

previously been awarded or not and whether notice of award of another tender has been given or not.

7. To execute the Contract Agreement and deposit with the Owner a Performance Bond and Labour and

Material Payment Bond on the forms provided in the documents and for the amounts specified in

Article 32 of the General Conditions, within ten (10) days of the date of the Notice of Award of the

Contract, such time limit being extended only on the written approval of the Owner:

* To be completed by Tenderer





8. To commence and proceed actively with the work within a period of seven (7) days of issuing of the

Notice to Proceed, and to complete all work under the Contract within a period of

________________* calendar days from the date of the Notice to Proceed, subject to the Provisions

of Article 41 of the General Conditions for extension of Contract time.

9. That should he fail to complete the work in the time specified above, he shall compensate the Owner

in accordance with Article 37 of the General Conditions.

10. To do all extra work not reasonably inferable from the specifications or drawings but called for in

writing by the Engineer and to accept as full compensation therefore payment in accordance with the

provisions of Article 39 of the General Conditions.

11. That payment for the work done will be made on the basis of the quantities measured by the Engineer

and at the prices shown in the Tender Form which shall be compensation in full for the work done

under the terms of the Contract.

* To be completed by Tenderer






BAINBRIDGE WATER TREATMENT PLANT

SCHEDULE OF LUMP SUM PRICES

We certify that the following is an accurate and balanced breakdown of our lump sum prices. Work

required, but not specifically mentioned, is included in the item with which it is most closely associated.

Item Description Quantity Total

1 Division 1 - General Requirements

1.1 Bonding and Insurance Lump Sum

1.2 Mobilization and Demobilization Lump Sum

1.3 General Requirements Lump Sum

1.4 Cleaning and Disinfection Lump Sum

1.5 Pre-Start-up, Start-up, and Commissioning Lump Sum

2 Division 2 - Site Work

2.1 Site Grading Lump Sum

2.2 Hydro Seeding Lump Sum

2.3 Clearing and Grubbing Lump Sum

2.4 Excavation for Building Structures Lump Sum

2.5 Foundation Preparation for Structures Lump Sum

2.6 Raw Water Piping and Fittings Lump Sum

2.7 Treated Water Piping and Fittings Lump Sum

2.8 Energy Recovery Piping and Fittings (Inlet) Lump Sum

2.9 Site Drainage Lump Sum

2.10 Offsite Drainage Improvements Lump Sum

2.11 Building Drainage Lump Sum

2.12 Energy Recovery Piping and Fittings (Outlet) Lump Sum

3 Division 3 - Concrete

3.1 Slabs and Footings Lump Sum

3.2 Sidewalk Lump Sum

4 Division 4 – Masonry

4.1 Reinforced Masonry Lump Sum






5 Division 5 – Metals

5.1 Pipe Supports Lump Sum

5.2 Beam and column connections Lump Sum

6 Division 6 – Woods, Plastics and Composites

6.1 Roof spine beam and Column Lump Sum

6.2 Carpentry Lump Sum

6.3 Fascia and Trim Lump Sum

7 Division 7 – Thermal and Moisture Protection

7.1 Building Roof Lump Sum

7.2 Insulation Lump Sum

7.3 Cultivated Green Roof Lump Sum

8 Division 8 – Doors and Windows

8.1 Doors and Frames Lump Sum

8.2 Roll Up Door Lump Sum

8.3 Windows Lump Sum

8.4 Door Hardware Lump Sum

9 Division 9 – Finishes

9.1 Painting and coatings Lump Sum

9.2 Cement board cladding Lump Sum

9.3 Green roof Lump Sum

11 Division 11 – Equipment

11.1 Onsite Hypochlorite Generation System Lump Sum

11.2 Injection Ports Lump Sum

11.3 Manual Actuated Butterfly Valves Lump Sum

11.4 Motorised Actuated Butterfly Valves Lump Sum

11.5 Process Piping, Valves, and Appurtenances Lump Sum






15 Division 15 – Mechanical

15.1 Process Mechanical

15.1.1 Piping and Valves Lump Sum

15.1.2 UV Equipment Lump Sum

15.1.3 Energy Recovery Equipment Lump Sum

15.2 Building Mechanical

15.2.1 Heat Pump, Pump Controller, Heat Exchanger Lump Sum

15.2.2 Piping and fittings Lump Sum

15.2.3 Ducting Lump Sum

15.2.4 Temperature Stats Lump Sum

15.2.5 Exhaust, Ventilation, and Ceiling Fans Lump Sum

15.2.6 Electrical (Misc HVAC) Lump Sum

15.2.7 Louvers, Dampers, and Actuators Lump Sum

16 Division 16 – Electrical and Controls

16.1 Building Electrical, Fixtures Lump Sum

16.2 Control Panel, PLC and Instruments Lump Sum

16.3 Standby Generator Lump Sum

16.4 Energy Recovery Equipment pre-commissioning

assistance Lump Sum

16.5 Energy Recovery Electrical Components Lump Sum

17 Contingency Allowance* $300,000

18 UV Equipment Supply $340,154

SUBTOTAL

PLUS 5% GST

TOTAL TENDER

* Payment of the Contingency Allowance or portions thereof will only be made in the event that the

Engineer authorizes additional work, in which case the amount of the payment will be determined as

specified in the General Conditions. Any unused portion thereof will be retained by the Owner.





TENDERER'S QUESTIONNAIRE

We provide the following information in order that the Owner may judge our ability to fulfil the

Contract requirements.

1. The size, model, and make of the equipment which we will place on the project and use

during the course of the works is as follows:

EQUIPMENT SIZE MODEL MAKE

____________________ _______ __________ _________

____________________ _______ __________ _________

____________________ _______ __________ _________

____________________ _______ __________ _________

____________________ _______ __________ _________

2. The average number of workers we will employ and maintain on the project is .

3. The name of the superintendent that we propose to place on the project and his previous

experience on this type of construction is as follows:

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________

_________________________________________________________________





PROPOSED ALTERNATE MATERIALS

We propose using the following materials as alternates to those specified and shown on the

drawings. Should any of these proposed alternates be accepted, we will adjust our Total Tender in

accordance with the price variation shown below. These prices will represent the total cost

difference to the Owner for supply and installation of the proposed alternate products in lieu of

those specified.

Product Brand Name Price Schedule

Item or Manufacturer Supplier Variation Variation

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________

_____________ ___________________ __________ _________ _________





LIST OF MANUFACTURERS AND SUPPLIERS

The following is a list of suppliers from whom we intend to purchase the various items of material

indicated, together with the product brand name or the name of the manufacturer of each.

We will alter neither products nor suppliers from those listed below without the written

authorization of the Engineer.

Product Brand Name

Item or Manufacturer Supplier

Carbon Steel pipe and fittings ______________________ ______________

Stainless Steel pipe and fittings ______________________ ______________

Relief Valve ______________________ ______________

Butterfly Valves ______________________ ______________

Valve Actuators ______________________ ______________

Strainers ______________________ ______________

Chlorination Equipment ______________________ ______________

Others (specify) ______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________

______________________ ______________





LIST OF SUBCONTRACTORS

It is our intention that the following work will, subject to the Engineers approval, be subcontracted

to the firms indicated below. All other work will be performed by our own forces, except as

authorized by the Engineer.

Trade/Payment Method Name & Address of Subcontractor

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________

_______________________________ _________________________________

_________________________________





SCHEDULE OF FORCE ACCOUNT RATES

The following personnel and equipment rates will form the basis of payment for force account

work carried out in accordance with Article 40 of the General Conditions.

PERSONNEL:

List By Occupation Hourly Rate Overtime

Superintendent _______________ ______________

Foreman _______________ ______________

Labourer _______________ ______________

Pipe layer _______________ ______________

Welder _______________ ______________

Electrician _______________ ______________

Others (specify)

_______________________ _______________ ______________

_______________________ _______________ ______________

_______________________ _______________ ______________

EQUIPMENT: (complete with Operator)

Description Hourly Rate Model & Size

Excavator ____________ ____________________

Rubber-tired Backhoe ____________ ____________________

Truck ____________ ____________________

Pick-up Truck ____________ ____________________

Compactor ____________ ____________________

Welding unit ____________ ____________________

Others (specify)

_________________________ ____________ ____________________

_________________________ ____________ ____________________

_________________________ ____________ ____________________

_________________________ ____________ ____________________





LOCAL GOVERNMENT REFERENCES

Local Government:

Contact Person and Telephone No.:

Total Contract Amount:

Project Description and date:

Local Government:




Local Government:




Local Government:




Contractor’s Signature Authorizing the Owner to Contact References Listed Above:

_______________________________________ Signature & Date





SIGNATURES

This Tender is executed at _______________________________

this____________day of_________________, 20____

____________________________________________

Name of Firm

________________________________________

Address

____________________________________________

FOR INDIVIDUAL OR PARTNERSHIP

SIGNED AND DELIVERED by

_______________________________ ______________________________

(Please Print) (Signature)

in the presence of:

________________________________________

Name

________________________________________

Address

________________________________________

Occupation

FOR A LIMITED COMPANY:

The Corporation of

________________________________________

(Please Print)

was hereunto affixed in the presence of:

________________________________________

Authorized Signing Officer and Title

________________________________________

Authorized Signing Officer and Title

125 A

S M

800 A, 600 V, 3Ø, 3W BUS, 35 kA I/C

SWGR-900 CONT'D

NOTES:

1. REMOVE EXISTING REDUCED VOLTAGE AUTOMATIC TRANSFORMER

TYPE STARTER (RVAT) AND REPLACE WITH NEW FLOOR-MOUNTED

VFDs. REPLACE EXISTING WIRING BETWEEN MOTORS AND NEW VFDs

IN EXISTING CONDUIT.

2. REPLACE EXISTING 600A FUSED DISCONNECT SWITCH WITH NEW 225A

FUSED DISCONNECT SWITCH. PROVIDE 3 SPARE FUSES. REMOVE

TRANSFER SWITCH, GENERATOR, AND BC HYDRO METERING

EQUIPMENT. COORDINATE WITH OWNER AND BC HYDRO.

3. PROVIDE 3 #12 + GROUND IN 25 RPVC CONDUIT TO EACH CAPACITOR.

A

606

3 #3/0 + GRD

IN CONDUIT

200 AF

200 AT

3P

150 kVA

600V-480 V

T-903

225 A

8

3

M

127 kW GEN

200 A ATS

P-DS908

3c #3/0 TECK

200 AF

200 AT

3P

200 A

200 A

ISOLATION SWITCH

DS-908

100 AF

100 AT

3P

TG-150

26 kW

SWGR-150

TG-160

26 kW

50

HP

P1

RVAT 1

125 A

S M

50

HP

P2

RVAT 2

... A

2P

T3

15 kVA

480-120/240 V

1Ø

... A

2P

T4

10 kVA

480-120/240 V

1Ø

60 A

2P

T2

25 kVA

480-7200 V

1Ø

... A

3P

TO

EXISTING

STEP-DOWN

TRANSFORMER

AT CHINA CREEK

DAM

NOT USED

SPL-910

EXISTING PUMP BUILDING SPLITTER

CONT'D FROM

DWG. 1218-601

SPL-909

200 A, 600 V SPLITTER

EXISTING EQUIPMENT

TO BE DECOMMISSIONED

& REMOVED

(NOTE 2)

63 RPVC, 4 # 4/0 AWG + GRD.

P-480

3c #4/0 TECK

CI T

Y OF PORT ALBERNI

www.ae.ca

Suite 300 - 4940 Canada Way, Burnaby, British Columbia, V5G 4M5

Ph: 604 293 1411 Fax: 604 291 6163

NOTE 2

3

3 #3/0 + GRD

IN CONDUIT

PROTECTION

AND

METERING

GCU

CAPACITOR

100 AF

100 AT

3P

SWGR-160

3

PROTECTION

AND

METERING

GCU

CAPACITOR

EXISTING PUMP BUILDING

P-150A

53 RPVC, 3 #2 + GRD.

P-160A

53 RPVC, 3 #2 + GRD.

P-150B

3c #6 TECK

P-160B

3c #6 TECK

NOTE 3

VFD P2

NOTE 3

EXISTING CONDUIT,

3 #4 AWG + GRD

NOTE 1

EXISTING CONDUIT,

3 #4 AWG + GRD

NOTE 1

NOTE 1

53 RPVC,

3 #4 AWG + GRD.

HZ

150 AF

150 AT

3P

VFD P1

P-P1 P-P2

HZ

53 RPVC,

3 #4 AWG + GRD.

150 AF

150 AT

3P

EXISTING

PUMP HOUSE

ELECTRICAL

EQUIPMENT

4. CLOUDED ITEMS ARE RELATED TO OWNER SUPPLIED ENERGY RECOVERY EQUIPMENT INSTALLATION AND TO BE PRICED SEPARATELY.

NOTE 4.

NOTE 4.

cdowney

Typewritten Text

1218-602 SKETCH 1

cdowney

Typewritten Text

`

mbrook

Typewritten Text

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Typewritten Text

1218-603 SKETCH 1

mbrook

Typewritten Text

1 x 53 RPVC, 4 # 8 AWG + GRD ( GEN-905 )

1 x 63 RPVC, 3 # 3/0 AWG + GRD ( T-903 )

1 x 103 RPVC, 4 # 250 kcmil + GRD ( GEN-905 )

1 x 53 RPVC, 4 # 14 AWG + GRD (GEN-905)

ELECTRICAL PULL PIT

( 1.5m x 1.5m )

1 x 103 RPVC, 4 # 250 kcmil + GRD

1 x 53 RPVC, 4 # 8 + GRD

1 x 53 RPVC, 14 # 14 + GRD ( GEN-905 )

1 x 63 RPVC, 3 # 3/0 AWG + GRD ( SPL-909 )

1 x 53 RPVC, 16 # 14 AWG + GRD ( SWGR-150 & SWGR-160 )

1 x 53 RPVC, 8 # 14 AWG + GRD ( CP-151 & CP-161 )

1 x 53 RPVC, COMM CABLE ( COMM-150 )

1 x 53 RPVC, ( SPARE )

1 x 63 RPVC, 3 # 3/0 AWG + GRD ( T-903 )

BC HYDRO POLE

2 x 103 ORANGE DB2 ( C.O. )

( TELUS )

3 x 103 DB2 ( C.O. )

( BC HYDRO )

BCHYDRO

632 VAULT

W/ STEEL LID

NOTE 1

NOTE 2

NOTE 3

GENERATOR

GEN - 905

1 x 53 RPVC, 2 x COMM CABLES

1 x 53 RPVC, 20 # 14 AWG + GRD. ( GEN-905 & EX. CONTROL PNL )

1 x 53 RPVC, 16 # 14 AWG + GRD. ( SWGR-150 & SWGR-160 )

1 x 53 RPVC, 8 # 14 AWG + GRD. ( CP-151 & CP-161 )

1 x 53 RPVC, ( SPARE )

1 x 63 RPVC, 3 # 3/0 AWG + GRD ( SPL-909 )

#6 GRD

(TYP.)

GROUND ROD

& WELL,

DETAIL SEE

27 RPVC, #6 GRD

D

605

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

NOTES:

1. UNDERGROUND GENERATION EQUIPMENT CONDUITS AND NEW EXISTING

PUMP STATION POWER SUPPLY CONDUIT FROM PULL PIT ARE TO ENTER

BUILDING BELOW GRADE INTO BASEMENT. PENETRATIONS TO BE CORED

THROUGH WALL FOR CONTINUATION OF THE NEW CONDUITS INTO

BUILDING AND PROVIDE LB FITTINGS. AS REQUIRED, WITHIN BUILDING

FOR CONTINUATION TO EQUIPMENT. PENETRATIONS ARE TO BE

COMPLETELY WATER PROOF, SEAL AND/OR GROUT AROUND CONDUITS

AS REQUIRED.

2. UNDERGROUND CONDUITS TO EXISTING PUMP STATION CONTROL PANEL

FROM PULL PIT ARE TO TURN UP ABOVE GRADE AT EXTERIOR WALL UP

TO LB FITTINGS MOUNTED ON BUILDING WALL AT MINIMUM 1000 mm

ABOVE GRADE. PROVIDE PENETRATIONS CORED THROUGH WALL FOR

CONTINUATION OF THE NEW CONDUITS TO EXISTING CONTROL PANEL.

3. CONDUITS FROM PULL PIT FOR NEW GENERATOR ARE TO BE ROUTED

UNDERGROUND TO EXISTING GENERATOR CONCRETE PAD. SAW CUT

CONCRETE PAD TO MINIMUM 600 mm BELOW GRADE TO ROUTE NEW

CONDUITS TO NEW GENERATOR CONDUIT STUB UP LOCATION(S). FINAL

STUB UP LOCATION(S) ARE TO BE CONFIRMED UPON SELECTION OF

WEATHERPROOF GENERATOR.

4. CONDUITS ARE TO INCLUDE DRAINS AT LOW POINTS PRIOR TO ENTERING

BUILDINGS. AT UV BUILDING ALL UNDERGROUND CONDUITS THAT TURN

UP INTO EQUIPMENT ENCLOSURES OR TURN UP THROUGH FLOORS INTO

ROOMS ARE TO BE SEALED WITH REMOVABLE DUCT SEAL WHEN ALL

CONDUCTORS/CABLING INSTALLED.

5. REFER TO TRENCH DETAIL C ON DWG. 1218-605 FOR UNDERGROUND

WIRING REQUIREMENTS.

NOTE 6.

NOTE 6.

NOTE 6.

6. CLOUDED ITEMS ARE RELATED TO OWNER SUPPLIED ENERGY RECOVERY EQUIPMENT INSTALLATION AND TO BE PRICED SEPARATELY. CONDUITS TO BE INSTALLED COMPLETE WITH PULL ROPES. THE WIRING, INCLUDING ONE COMM CABLE IS RELATED TO ENERGY RECOVERY EQUIPMENT.

cdowney

Typewritten Text

1218-603 SKETCH 2

mbrook

Typewritten Text

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Typewritten Text

mbrook

Typewritten Text

mbrook

Typewritten Text

mbrook

Typewritten Text

1218-604 SKETCH 1

mbrook

Typewritten Text

CP-710

UPS

T-901

SWGR-900

CP-315

PANEL 'A'

BC HYDRO

METER BOX

TX-315 & TX-325

NOTE 1

CP-325

CP-335

TX-335

& TX-345

NOTE 1

FUTURE

CP-345

1 x 53 RPVC, SPARE

1 x 53 RPVC, UV

1 x 53 RPVC, WIPER

(NOTE 5)

2 x 103 RPVC (NOTE 4)

1 x 53 RPVC, SPARE

1 x 53 RPVC, UV

1 x 53 RPVC, WIPER

(NOTE 5)


1 x 53 RPVC, SPARE

1 x 53 RPVC, UV

1 x 53 RPVC, WIPER

(NOTE 5)


A2

A2

A2A6

A4

A4

A4

P

44

TTB

A12

A10

A6

A6

4

4

A8

4

4

4

T

4

4

4

4 4

MV-318

A22, 24, 26

MV-328

A28, 30, 32

MV-338

A34, 36, 38

UV REACTOR

UV-335

UV REACTOR

UV-325

UV REACTOR

UV-315

53 RPVC, 3 #12 TECK

DS-908

A

606

EX

#1

EA

P-318

53 RPVC

LB

LBLB LB

LB

LB

LB

LB

LB

LB

LB

LB

EX

EX

EX

EX

EX

LA

LA

LA

LA

A9

JUNCTION BOX FOR

BLOWER FANS,

A39, 41, 43

A9

WALL MOUNTED @ EL 2500 mm AFF

(TYPICAL FOR 13)

HYPO - CHLORIDE

REACTOR PANEL

CP - 230,

WATER HEATER

HWT-230A

HWT-231

A45, 47, 49

A7A7

A7 A7

A1

A3

RECEPTACLES FOR

METERING PUMPS

P271 & P272

A7

EA

A9

A9

EB

#2 #2

DH - 721

A33, 35, 37

HP - 721

A27, 29, 31

EF - 751

A21

A3

A3

A1

EF - 752

A23, 25

NOTE 6

A5

A5

A5

A5

EF - 752 MOTOR STARTER

TS - 792

SUSPEND AT EL. 3000mm AFF (TYPICAL FOR 4)

A5

#2

A3

EB

#1

A3

A1

A3

A1

300mm TRAY MOUNTED FLAT ON WALL

EL. 3000 AFF

600mm TRAY C/W BARRIER

EL. 2850 AFF (NOTE 9)

600mm TRAY C/W BARRIER

EL. 3300 AFF (NOTE 9)

LC

A9

2 x 103 RPVC & 3 x 53

RPVC FOR FUTURE UV

REACTOR.

(STUB UP AND CAP)

FIT

316

FIT

326

FIT

336

EB

#2

#2

#2

#1

LB

A7

LB

A7

LB

A7

LB

A7

LB

A7

2 x 53 RPVC

2 x 27 RPVC

FUTURE

(STUB UP AND CAP, BOTH ENDS)

#1

#2

LC

A9

I-318

27 RPVC

C-316

I-316

27 RPVC

27 RPVC

C-326

I-326

27 RPVC

53 RPVC, 3 #12 TECK

P-328

53 RPVC

I-328

27 RPVC,

2 #12 TECK

53 RPVC, 3 #12 TECK

P-338

53 RPVC

I-338 27 RPVC

C-336

I-336

27 RPVC

MOUNT PHOTOCELL

@ 3600 AFF.

CF-711

A19

CF-712

A19

CF-711/712

SPEED SWITCH

EF-751

TIME SWITCH

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

NOTES:

1. PROVIDE A C - CHANNEL / UNISTRUT MOUNTING STAND FOR TWO TRANSFORMERS. (TYPICAL FOR 2).

2. FINAL CONDUIT STUB LOCATIONS TO BE CONFIRMED BASED ON EQUIPMENT DIMENSIONS.

3. CONTRACTOR TO INSTALL XYLEM SUPPLIED POWER CONDUCTORS CONDUIT, FROM EACH REACTOR

TO RESPECTIVE CONTROL PANEL. CONTRACTOR TO LEAVE SUFFICIENT LENGTH OF EACH CONDUCTOR

AT EACH REACTOR FOR CONNECTION AT REACTOR AND LEAVE REMAINING LENGTH COILED BELOW

EACH CONTROL PANEL FOR CONTINUATION AND TERMINATION BY XYLEM.

4. 2 x 103 RPVC SLEEVES /W XYLEM SUPPLIED POWER CABLING.

5. 2 x 53 RPVC SLEEVES /W XYLEM SUPPLIED CONTROL PANEL.

6. "ON-OFF-AUTO" SWITCH, HUBBELL #1385 WITH ENGRAVED NAMEPLATE "EXTERIOR LIGHTS". WIRE

PHOTOCELL INTO "AUTO" LEG OF SWITCH.

7. UNLESS OTHERWISE NOTED, MOUNT EMERGENCY LIGHT BATTERY PACKS AND REMOTE HEADS SHOWN

ON THIS DRAWING WITH U/S @ 2.2m AFF. REMOTE HEADS AND EXIT SIGNS TO BE WIRED TO DC

CIRCUITS OF EMERGENCY BATTERY PACK WITH CORRESPONDING NUMBER ( #1).

8. REFER TO INSTRUMENTATION PLAN DRAWING 1218 - 703 AND INSTRUMENTATION CABLING BLOCK

DIAGRAM 1218 - 716 FOR INSTRUMENT WIRING REQUIREMENTS.

9. PROVIDE BARRIER IN CABLE TRAY TO SEPERATE POWER & CONTROL CABLING. POWER CABLES TO BE

SEPERATED BY CABLE DIAMETER. CONTROL CABLES CAN BE RANDOM FILL.

NOTE 10.


cdowney

Typewritten Text

1218-604 SKETCH 2

mbrook

Typewritten Text

mbrook

Typewritten Text

NEW 225 A

FUSED SWITCH

NEW (150KVA)

T-903

EXISTING ATS

NOTE 1

EXISTING

CONTROL

PANEL

EXISTING

CHLORINE PUMP

CONTROL

NOTE 4

VALVE ACTUATOR PANEL CP-161 NOTE 2

_ KVAR CAPACITOR (TBC)

SWGR-160 SWITCHGEAR PANEL

VALVE ACTUATOR PANEL CP-151 (NOTE 2)



EXISTING INCOMING CCT. BKR.

BC HYDRO PT/CT BOX & METER.

NOTE 1

NEW VFDS TO REPLACE

EXISTING SOFT STARTERS,

NOTE 7

EXISTING BREAKERS,

PANELS & TRANSFORMERS

SPLITTER SPL-909

M M

63 RPVC,

3 # 3/0 AWG + GRD.

NOTE 5

CONTINUED ON DWG. - 603

LB FITTING(S)

P1 P2

UP TO CP-161

21 RPVC,

4 #14 AWG + GRD

UP TO SWGR-160

VALVE TV-151

J. BOX

VALVE TV-161

J. BOX

TG-160

TG-150

UP TO SWGR-150

UP TO CP-151

21 RPVC,

4 #14 AWG + GRD

P-161

M

M

C-161

P-160B

I-160

P-151

C-151

P-150B

I-150

63 RPVC, 3 #3/0 + GRD

UP TO T-903

63 RPVC,

3 #3/0 AWG + GRD

CAP SPARE 53 RPVC

JUNCTION BOXES

AS REQUIRED.

(TYP.)

21 RPVC,

4 #14 AWG + GRD

63 RPVC, 3 #3/0 AWG + GRD (SPLITTER)

21 RPVC, 8 #14 AWG + GRD

NOTE 5 & 6

53 RPVC, COMM CABLE


NOTE 5 & 6

CONTINUED ON

DWG. 1218-603

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

NOTES:

1. COORDINATE WITH OWNER AND BC HYDRO FOR SHUTDOWN

OF EXISTING PUMP STATION TO REMOVE INCOMING

EQUIPMENT AND AUTOMATIC TRANSFER SWITCH. WHEN NEW

BC HYDRO POWER AVAILABLE FROM UV BUILDING, MANUALLY

TRANSFER TO EXISTING STANDBY GENERATOR, REMOVE

INCOMING EQUIPMENT AND INSTALL NEW TRANSFORMER AND

FUSED SWITCH, CONNECT POWER SUPPLY FROM UV BUILDING.

SHUT DOWN GENERATOR AND LOCK - OUT BREAKER THEN

REMOVE ATS, CONNECT NEW FEEDER AND ENERGIZE

EXISTING PUMP STATION.

2. PROVIDE 1 - 15 AMP SINGLE POLE CIRCUIT BREAKER (TO

MATCH EXISTING) IN EXISTING SQUARE 'D' QO LOAD CENTER.

3. FIELD SUPPORT CABLING FROM TURBINES AND VALVE

JUNCTION BOXES ALONG PIPING, THEN SUPPORTED UP WALLS.

CORE HOLES FOR CABLE PENETRATIONS AND UPON

COMPLETION OF CABLE(S) INSTALLATION SEAL OPENINGS

WITH REMOVAL SEALANT.

4. COORDINATE REMOVAL OF CHLORINE SYSTEM AND PUMP

CONTROL PANEL WITH OWNER.

5. CORE HOLES IN FLOOR SUITABLE FOR CONDUIT SIZES AS

SHOWN. RECOMMEND X-RAY SCANS AT PENETRATIONS TO

AVOID REBAR, ETC.. AFTER CONDUITS INSTALL SEAL AROUND

CONDUITS TO PROVIDE A VAPOUR AND WATER TIGHT BARRIER.

6. CONDUITS SHOWN ONLY TO REPRESENT QUANTITY TO

PENETRATE UP TO EQUIPMENT. CONDUITS TO COME UP INTO

NEW TURBINE SWITCHGEAR ROOM ALONG WALL, SO AS TO

SURFACE ROUTE AS REQUIRED.

7. PRELIMINARY VFD EQUIPMENT ENCLOSURE DIMENSIONS FOR

EACH OF THE TWO 50 Hp UNITS ARE 1220 mm (H) x 762 mm (W) x

305 mm (D). ENCLOSURES ARE TO BE FLOOR MOUNTED

COMPLETE WITH PLINTH BASE AS REQUIRED.

8. PROVIDE OPTIONAL COST TO RELOCATE THE EXISTING SINGLE

PHASE TRANSFORMER AND PANEL ABOVE THE EXISTING

STARTERS, IF VFD SIZES INCREASE.

605

A

UPPER LEVEL

SCALE 1:50 605

B

LOWER LEVEL

SCALE 1:50

BACKFILL, SEE SPECIFICATION

90

0 M

IN

.

300 MIN.100

PLASTIC WARNING TAPE,

SEE SPECIFICATION

MIN. 100 mm THOROUGHLY COMPACTED SAND

OR 6 mm MINUS GRAVEL AROUND CONDUITS

CONDUIT OR DIRECT BURIAL JACKETTED,

ARMOURED CABLES AS SPECIFIED

50

(TYP.)

OTHER SERVICES SUCH AS

INSTRUMENTATION, WATER,

SEWER & GAS

CRUSHED ROCKFINISHED GRADE

60

0 M

IN

.

TOP OF GROUND ROD

TO BE ACCESSIBLE AT

ALL TIME

EXOTHERMIC TYPE WELD. ROD AND

WELD TO BE SPRAYED WITH

GALVANIZING COMPOUND.

TO ADDITIONAL GROUND RODS AS

REQ'D TO OBTAIN GROUND

RESISTANCE OF 5 OHMS OR LESS

FOR CONTINUATION OF

GROUNDING, SEE

ELECTRICAL LAYOUT

DRAWING.

GROUND WIRE TO BE AN

UNCUT STRANDED BARE

COPPER WIRE CONNECTED

TO GROUND ROD FROM

ELECTRICAL EQUIPMENT.

USE 20 mm x 3000 mm COPPER CLAD STEEL

GROUND ROD WITH TOP OF ROD 150 mm

BELOW GRADE. IF GROUND CONDITIONS DO

NOT PERMIT INSTALLATION OF 3000 mm ROD,

REVIEW WITH ENGINEER FOR OTHER OPTIONS.

GROUND ELECTRODE BOX

SLACAN CAT No. 22109 SIZE

250 mm DIA. x 300 mm DEEP.

603

C

TYPICAL TRENCH DETAIL

N.T.S. 603

D

GROUND ROD INSTALLATION DETAIL (3 REQ'D)

N.T.S.

NOTE 9.

NOTE 9.

9. CLOUDED ITEMS ARE RELATED TO OWNER SUPPLIED ENERGY RECOVERY EQUIPMENT INSTALLATION AND TO BE PRICED SEPARATELY. CONDUITS TO BE INSTALLED COMPLETE WITH JUNCTION BOXES IN BASEMENT AND PULL ROPES. CORING AND CONDUITS UP TO MAIN FLOOR AND THE WIRING, INCLUDING ONE COMM CABLE, IS RELATED TO ENERGY RECOVERY EQUIPMENT.

cdowney

Typewritten Text

1218-605 DETAIL A SKETCH 1

NEW 225 A

FUSED SWITCH

NEW (150KVA)

T-903

EXISTING ATS

NOTE 1

EXISTING

CONTROL

PANEL

EXISTING

CHLORINE PUMP

CONTROL

NOTE 4

VALVE ACTUATOR PANEL CP-161 NOTE 2



VALVE ACTUATOR PANEL CP-151 (NOTE 2)



EXISTING INCOMING CCT. BKR.

BC HYDRO PT/CT BOX & METER.

NOTE 1

NEW VFDS TO REPLACE

EXISTING SOFT STARTERS,

NOTE 7

EXISTING BREAKERS,

PANELS & TRANSFORMERS

SPLITTER SPL-909

M M

63 RPVC,

3 # 3/0 AWG + GRD.

NOTE 5

CONTINUED ON DWG. - 603

LB FITTING(S)

P1 P2

UP TO CP-161

21 RPVC,

4 #14 AWG + GRD

UP TO SWGR-160

VALVE TV-151

J. BOX

VALVE TV-161

J. BOX

TG-160

TG-150

UP TO SWGR-150

UP TO CP-151

21 RPVC,

4 #14 AWG + GRD

P-161

M

M

C-161

P-160B

I-160

P-151

C-151

P-150B

I-150

63 RPVC, 3 #3/0 + GRD

UP TO T-903

63 RPVC,

3 #3/0 AWG + GRD

CAP SPARE 53 RPVC

JUNCTION BOXES

AS REQUIRED.

(TYP.)

21 RPVC,

4 #14 AWG + GRD

63 RPVC, 3 #3/0 AWG + GRD (SPLITTER)


NOTE 5 & 6

53 RPVC, COMM CABLE


NOTE 5 & 6

CONTINUED ON

DWG. 1218-603

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

NOTES:

1. COORDINATE WITH OWNER AND BC HYDRO FOR SHUTDOWN

OF EXISTING PUMP STATION TO REMOVE INCOMING

EQUIPMENT AND AUTOMATIC TRANSFER SWITCH. WHEN NEW

BC HYDRO POWER AVAILABLE FROM UV BUILDING, MANUALLY

TRANSFER TO EXISTING STANDBY GENERATOR, REMOVE

INCOMING EQUIPMENT AND INSTALL NEW TRANSFORMER AND

FUSED SWITCH, CONNECT POWER SUPPLY FROM UV BUILDING.

SHUT DOWN GENERATOR AND LOCK - OUT BREAKER THEN

REMOVE ATS, CONNECT NEW FEEDER AND ENERGIZE

EXISTING PUMP STATION.

2. PROVIDE 1 - 15 AMP SINGLE POLE CIRCUIT BREAKER (TO

MATCH EXISTING) IN EXISTING SQUARE 'D' QO LOAD CENTER.

3. FIELD SUPPORT CABLING FROM TURBINES AND VALVE

JUNCTION BOXES ALONG PIPING, THEN SUPPORTED UP WALLS.

CORE HOLES FOR CABLE PENETRATIONS AND UPON

COMPLETION OF CABLE(S) INSTALLATION SEAL OPENINGS

WITH REMOVAL SEALANT.

4. COORDINATE REMOVAL OF CHLORINE SYSTEM AND PUMP

CONTROL PANEL WITH OWNER.

5. CORE HOLES IN FLOOR SUITABLE FOR CONDUIT SIZES AS

SHOWN. RECOMMEND X-RAY SCANS AT PENETRATIONS TO

AVOID REBAR, ETC.. AFTER CONDUITS INSTALL SEAL AROUND

CONDUITS TO PROVIDE A VAPOUR AND WATER TIGHT BARRIER.

6. CONDUITS SHOWN ONLY TO REPRESENT QUANTITY TO

PENETRATE UP TO EQUIPMENT. CONDUITS TO COME UP INTO

NEW TURBINE SWITCHGEAR ROOM ALONG WALL, SO AS TO

SURFACE ROUTE AS REQUIRED.

7. PRELIMINARY VFD EQUIPMENT ENCLOSURE DIMENSIONS FOR

EACH OF THE TWO 50 Hp UNITS ARE 1220 mm (H) x 762 mm (W) x

305 mm (D). ENCLOSURES ARE TO BE FLOOR MOUNTED

COMPLETE WITH PLINTH BASE AS REQUIRED.

8. PROVIDE OPTIONAL COST TO RELOCATE THE EXISTING SINGLE

PHASE TRANSFORMER AND PANEL ABOVE THE EXISTING

STARTERS, IF VFD SIZES INCREASE.

605

A

UPPER LEVEL

SCALE 1:50 605

B

LOWER LEVEL

SCALE 1:50

BACKFILL, SEE SPECIFICATION

90

0 M

IN

.

300 MIN.100

PLASTIC WARNING TAPE,

SEE SPECIFICATION

MIN. 100 mm THOROUGHLY COMPACTED SAND

OR 6 mm MINUS GRAVEL AROUND CONDUITS

CONDUIT OR DIRECT BURIAL JACKETTED,

ARMOURED CABLES AS SPECIFIED

50

(TYP.)

OTHER SERVICES SUCH AS

INSTRUMENTATION, WATER,

SEWER & GAS

CRUSHED ROCKFINISHED GRADE

60

0 M

IN

.

TOP OF GROUND ROD

TO BE ACCESSIBLE AT

ALL TIME

EXOTHERMIC TYPE WELD. ROD AND

WELD TO BE SPRAYED WITH

GALVANIZING COMPOUND.

TO ADDITIONAL GROUND RODS AS

REQ'D TO OBTAIN GROUND

RESISTANCE OF 5 OHMS OR LESS

FOR CONTINUATION OF

GROUNDING, SEE

ELECTRICAL LAYOUT

DRAWING.

GROUND WIRE TO BE AN

UNCUT STRANDED BARE

COPPER WIRE CONNECTED

TO GROUND ROD FROM

ELECTRICAL EQUIPMENT.

USE 20 mm x 3000 mm COPPER CLAD STEEL

GROUND ROD WITH TOP OF ROD 150 mm

BELOW GRADE. IF GROUND CONDITIONS DO

NOT PERMIT INSTALLATION OF 3000 mm ROD,

REVIEW WITH ENGINEER FOR OTHER OPTIONS.

GROUND ELECTRODE BOX

SLACAN CAT No. 22109 SIZE

250 mm DIA. x 300 mm DEEP.

603

C

TYPICAL TRENCH DETAIL

N.T.S. 603

D

GROUND ROD INSTALLATION DETAIL (3 REQ'D)

N.T.S.

NOTE 9.

NOTE 9.

9. CLOUDED ITEMS ARE RELATED TO OWNER SUPPLIED ENERGY RECOVERY EQUIPMENT INSTALLATION AND TO BE PRICED SEPARATELY. CONDUITS TO BE INSTALLED COMPLETE WITH JUNCTION BOXES IN BASEMENT AND PULL ROPES. CORING AND CONDUITS UP TO MAIN FLOOR AND THE WIRING, INCLUDING ONE COMM CABLE, IS RELATED TO ENERGY RECOVERY EQUIPMENT.

cdowney

Typewritten Text

1218-605 DETAIL B SKETCH 1

mbrook

Typewritten Text

mbrook

Typewritten Text

mbrook

Typewritten Text

mbrook

Typewritten Text

1218-606 SKETCH 1

JUMPER/DIP SWITCH CONFIGURATION

EQUIPMENT

SCADAPACK 357 - CONTROLLER MODULE

SCADAPACK 357 - 5606 LOWER I/O MODULE (0)

SCADAPACK EXPANSION - 5506 ANALOG INPUT MODULE (2)

MAIN UPS - AP9613 DRY CONTACT I/O CARD *

* Item located outside of Main Control Panel

JUMPER/DIP SWITCH

J3 - Counter Input 1




J8 - COM1

Address 1

Address 2

Address 4

Address 8

Address 1

Address 2

Address 4

Address 8

1

2

3

4

POSITION

Ext. Amplifier

Ext. Amplifier

Not installed

Not installed

RS-232

OFF

OFF

OFF

OFF

OFF

ON

OFF

OFF

OFF

OFF

OFF

ON

A

B

D

+

SCADAPACK 357

CONTROLLER MODULE

-

PWR

IN

P3

COM1

P5

LAN

P4

5606 LOWER I/O MODULE (0)

+

-

CONTROL MICROSYSTEMS

SCADAPACK 5506 EXPANSION

ANALOG INPUT MODULE (2)

+

-

DC

PWR

P3

DC

PWR

P3

WEIDMULLER

ETHERNET SWITCH

1 2 3 4 5

24VDC

(SEE DWG. -707)

170+ COM

24V+ 24V-

24V+ 24V-

24VDC

(SEE DWG. -707)

171+ COM

LAN

MAPLE 12"

TOUCH SCREEN

OPERATOR INTERFACE

A

B

F

CONTROL

LAPTOP

(BY OTHERS)

ETHERNET

PORT

(DOOR OF

CABINET)

24VDC

(SEE DWG. -706)

158+ COM


SCADAPACK EXPANSION

5103 POWER SUPPLY MODULE

+

-

P3

24VDC

(SEE DWG. -706)

156+ COM

AC/DC

PG

ETHERNET

CAT5E

ETHERNET

CAT5E

+

-

DC

PWR

P3

G

24VDC

(SEE DWG. -706)

159+ COM

SCADAPACK EXPANSION - 5606 COMBINATION I/O MODULE (1) Address 1

Address 2

Address 4

Address 8

ON

OFF

OFF

OFF

C

24VDC

(SEE DWG.-706)

155+ COM

SCADAPACK 334



ANALOG INPUT MODULE (3)



COMBINATION I/O MODULE (1)

+

-

P3

24VDC

(SEE DWG. -706)

157+ COM

AC/DC

SCADAPACK EXPANSION - 5506 ANALOG INPUT MODULE (3) Address 1

Address 2

Address 4

Address 8

ON

ON

OFF

OFF

E

CO

MM

-150

TO

TURBINE

CONTROLS

D

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

20275KN

Cloud

20275KN

Callout

NOTE 1

20275KN

Typewriter


20275KN

Cloud

cdowney

Typewritten Text

1218-707 Sketch 1


SCADAPACK 357


DIGITAL OUTPUTS (P5, P6)

24VDC

(SEE DWG. -706)

00001

ZCO-318

UV LINE 1

VALVE OPEN CMD.

162+ COM

0

1

2

3

4

00005

MO-271

CHLORINE PUMP 1

RUN CMD.

00006

...

00007

...

00008

...

00009

MO-150

TURBINE #1

RUN COMMAND

00010

MO-160

TURBINE #2

RUN COMMAND

5

6

7

8

9

4-7

COM

0-3

COM

00001

0.5A SB

00002

0.5A SB

00003

0.5A SB

00004

0.5A SB

00005

0.5A SB

00006

0.5A SB

00007

0.5A SB

00008

0.5A SB

00009

0.5A SB

00010

0.5A SB

R

100

00011

...

10

00011

0.5A SB

00012

...

11

00012

0.5A SB

00013

...

12

00013

0.5A SB

00014

...

13

00014

0.5A SB

00015

...

14

00015

0.5A SB

00016

...

15

00016

0.5A SB

8-11

COM

12-15

COM


SCADAPACK 357


ANALOG INPUTS (P4)

24 VDC

(SEE DWG. -705)

30015

AIT-280

CHLORINE RESIDUAL

30016

FIT-316

UV LINE 1 FLOW

30017

FIT-326

UV LINE 2 FLOW

30019

FIT-346

UV LINE 4 FLOW

30020

...

30018

FIT-336

UV LINE 3 FLOW

163+ COM

30015

30016

30017

30020

1

30021

30022

163+

30018

2

3

4

5

6

7

8

+

-

-

CHLORINE RESIDUAL ANALYZER

L

N

+

-

POWER

CURRENT

OUTPUT

120VAC

POWER FROM

DWG. -706

WEIDMULLER

WAVEPACK LOOP

SPLITTER

30022

PIT-350

UV OUTLET PRESSURE

FLOW TRANSMITTER

UV LINE 1

1(L+)

2(L-)

26(+)

27(-)

POWER

CURRENT

OUTPUT

120VAC

POWER FROM

DWG. -706

FLOW TRANSMITTER

UV LINE 2

1(L+)

2(L-)

26(+)

27(-)

POWER

CURRENT

OUTPUT

120VAC

POWER FROM

DWG. -706

FLOW TRANSMITTER

UV LINE 3

1(L+)

2(L-)

26(+)

27(-)

POWER

CURRENT

OUTPUT

120VAC

POWER FROM

DWG. -706

30019

30021

PIT-210

UV INLET PRESSURE

(DEVICE STATUS)

SENSOR

VENDOR

CABLE

0

1

2

3

4

5

6

7

COM

VENDOR

CABLE

VENDOR

CABLE

VENDOR

CABLE

+

-

+

-

FUTURE

R-100100A

R

101

R

102

R

103

R

104

162+

162+

162+

162+

100B

R-101101A

R

105

R

106

R

107

R

108

R

109

R

110

R

111

R

112

R

113

R

114

R

115

H120

N

H112

N

H113

N

H114

N

163+

163+

163+

163+

163+

163+

163+

FLOW TRANSMITTER

UV LINE 4

1(L+)

2(L-)

26(+)

27(-)

POWER

CURRENT

OUTPUT

120VAC

POWER FROM

DWG. -707

VENDOR

CABLE

H115

N

101B

R-102102A

100B

R-103103A

103B

R-104104A

104B

R-105105A

105B

R-106106A

106B

R-107107A

107B

R-108108A

108B

R-109109A

109B

R-110110A

110B

R-111111A

111B

R-112112A

112B

R-113113A

113B

R-114114A

114B

R-115115A

115B

00002

ZCC-318

UV LINE 1

VALVE CLOSE CMD.

00003

ZCO-328

UV LINE 2

VALVE OPEN CMD.

00004

ZCC-328

UV LINE 2

VALVE CLOSE CMD.

TO MV-318

TO MV-328

TO P-271

PIT

210

PIT

350

+

-

+

1

3

7

9

(+)

(-)

(+)

(-)

ANALOG

SIGNAL

ISOLATOR

TO UV-315

+

-

-

WEIDMULLER

WAVEPACK LOOP

SPLITTER

+

-

+

TO UV-325

+

-

-

WEIDMULLER

WAVEPACK LOOP

SPLITTER

+

-

+

TO UV-335

+

-

-

WEIDMULLER

WAVEPACK LOOP

SPLITTER

+

-

+

TO UV-345

(FUTURE)

D

RUN SIGNAL

SWGR-150

10

11

10

11

RUN SIGNAL

SWGR-160

D

CI T

Y OF PORT ALBERNI

www.ae.ca


Ph: 604 293 1411 Fax: 604 291 6163

20275KN

Typewriter


20275KN

Cloud

20275KN

Cloud

20275KN

Callout

NOTE 1

cdowney

Typewritten Text

1218-710 SKETCH 1

ZSC-160

ZSC-150


SCADAPACK EXPANSION

5606 COMBINATION I/O MODULE (1)

DIGITAL INPUTS (P7, P8, P9, P10)

(SEE DWG. -706)

164+

164+ COM

164+ 10078

10079

10080

10081

10082

10083

10084

10085

10086

10087

10088

10089

10090

10091

10092

10093

10093

...

10092

...

10091

...

10087

CHLORINE PUMP 1 OK

10088

CHLORINE PUMP 2 OK

COM

CLOSED

10089XA-250

CHLORINE TANK 1 LEVEL

LOSS OF ECHO

10090

XA-260

CHLORINE TANK 2 LEVEL

LOSS OF ECHO

OPEN

10109

ZSO-160

TURBINE #2

VALVE OPEN

10108

ZSC-160

TURBINE #2

VALVE CLOSE

10107

ZSO-150

TURBINE #1

VALVE OPEN

10103

MS-150

TURBINE #1

RUNNING

10104

MS-160

TURBINE #2

RUNNING

10105

...

10106

ZSC-150

TURBINE #1

VALVE CLOSE

MV-338

UV LINE 3 VALVE

COM

COM

COM

COM

164+ 10094

10095

10096

10097

10098

10099

10100

10101

9

COM

9

COM

9

COM

9

COM

10102

10103

10104

10105

10106

10107

10108

10109

CONTINUED ON RIGHT

CONTINUED FROM LEFT

164+

10079

ZSO-338

UV LINE 3 VALVE OPEN

10078

ZSC-338

UV LINE 3 VALVE CLOSED

CLOSED

OPEN

MV-348

UV LINE 4 VALVE

164+

10095

ZSO-348

UV LINE 4 VALVE OPEN

10094

ZSC-348

UV LINE 4 VALVE CLOSED

10084

XA-335B

REACTOR 3

HIGH PRIORITY ALARM

10083

XA-335A

REACTOR 3

LOW PRIORITY ALARM

10082

XR-335

REACTOR 3 RUNNING

UV-335

UV REACTOR 3

K13

K14

K15

K16

K17

10085

XI-335A

REACTOR 3

FLOW ENABLE

10086

XI-335B

REACTOR 3

AVAILABLE

10100

XA-345B

REACTOR 4

HIGH PRIORITY ALARM

10099

XA-345A

REACTOR 4

LOW PRIORITY ALARM

10098

XR-345

REACTOR 4 RUNNING

UV-345

UV REACTOR 4

K19

K20

K21

K22

K23

10101

XI-345A

REACTOR 4

FLOW ENABLE

10102

XI-345B

REACTOR 4

AVAILABLE

FUTURE

P7

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

P8

P9

16

17

18

19

20

21

22

23

24

25

26

28

30

31

27

29

1

2

3

4

5

6

7

8

1

3

4

5

6

7

2

8

1

2

3

4

5

6

7

8

1

3

4

5

6

7

2

8

P10

10080

HS-338

UV LINE 3 VALVE IN REMOTE

L/R10096

HS-348

UV LINE 4 VALVE IN REMOTE

L/R

10081

...

10097

...

FUTURE

164+

164+

164+

164+

CHLORINE PUMP 1

STATUS

CHLORINE PUMP 2

STATUS

CHLORINE TANK 1 LEVEL TRANSMITTER

L.O.E.

CHLORINE TANK 2 LEVEL TRANSMITTER

L.O.E.

SWGR-150

GCAUX1

GCAUX1

164+

164+

164+

164+

164+

164+

15 16

GENERATOR ON LINE

SWGR-160

15 16

GENERATOR ON LINE

TG-150

ZSO-150

20 21

18 1918 19

ZSO-160

20 21

18 1918 19

TG-160

D

CI T

Y OF PORT ALBERNI

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NOTE 1

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1218-711 SKETCH 1