Michael Pacholok Joanne Kehoe Purchasing and … and Materials Management Division City Hall, 18th...

Michael Pacholok Director

Purchasing and Materials Management Division City Hall, 18th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2

Joanne Kehoe

Manager Construction Services

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April 25, 2016

Via Website Posting – 63 Pages

ADDENDUM NO. 5

TENDER CALL NO. 142-2016

CONTRACT NO. 16ECS-TI-05BE

FOR: STRUCTURAL REHABILITATION OF THE PRINCE EDWARD VIADUCT ON

BLOOR STREET OVER THE DON VALLEY PARKWAY AND BAYVIEW AVENUE

CLOSING DATE: 12:00 NOON (LOCAL TIME), APRIL 29, 2016

Please refer to the above Request for Tender (RFT) document in your possession and be advised

of the following information.

1. SECTION 3 – TENDER SUBMISSION PACKAGE – PRICING FORM

The following revisions are made to the pricing form and the entire pricing form is reissued with this addendum. The reissued PRICING FORM shall be used for bid submission (noted as Addendum No. 5). REVISED: PART C ACCESS AND PROTECTION a) Item 023 quantity revised to “350 t.”

b) Item 026 quantity revised to “1100 m2.” PART E STRUCTURE REHABILITATION c) Items 090 and 091 measurement for payment revised to “Lump Sum".

d) Items 090 and 091 description revised to delete “embedded".

e) Items 087 to 091 added reference specification “OPSS 911".

ADDED: PART C ACCESS AND PROTECTION

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Item 37A – This is a new tender item with description “Access and Protection – Pier A to TTC Track Level”, unit "lump sum”, quantity “1”, and reference specifications “OPSS 506 TS 2.10 OPSS 5.00 OPSS 538 OPSS 539/S.26”

2. SECTION 4 – SCOPE OF WORK

REVISED: a) Page 4-4, under Item 3, delete article stating “Cleaning and coating of steel columns,

beams, braces, and gusset plates, for all structural steel from the west abutment to Pier F and from the east abutment to Pier A, to be accessed through the TTC Corridor” and replace with article stating “Cleaning and coating of all structural steel, including but not specifically limited to columns, beams, braces, diaphragms, gusset plates, galvanized drain pipes and clamps from the west abutment to the east face of Pier F and from the east abutment to the west face of Pier A, to be accessed through the TTC Corridor.”

b) Page 4-9, under Item 7, add drawing "S-361-427 – Replacement Catchbasin Lid – Plan and Details" and “S-361-426 – Traffic Staging Plan”.

c) Page 4-16, under Item 14, the last paragraph is modified as follows:

The price of the diesel work car is in addition to the cost for the work zone and power cut and includes a man-lift. Requests for the diesel work car must be made ten (10) days prior to the scheduled work. The availability of diesel work cars cannot be guaranteed; the Contractor should must schedule and price the work under the assumption that no diesel work cars are available. The Contractor should must arrange for a means to access the Right-of-Way soffit without the use of the diesel work car. During the TTC closure weekends, the TTC diesel work cars are not guaranteed. The Contractor must price and arrange for an alternate means of access to ensure hoarding installation is completed and the schedule is maintained whether or not the TTC work cars are available.

d) Page 4-36, under Item 30, delete Table “Don Valley Parkway Closure Guidelines” and replace with the following:

Don Valley Parkway

Closure Type Monday to Thursday

Friday Saturday Sunday

Shoulder 09:00 – 15:00 21:00 – 07:00 (Next Day)

10:00 – 14:00 21:00 – 15:00 (Saturday)

21:00 – 15:00 (Sunday)

21:00 – 07:00 (Monday)

Single Lane or Ramp

23:00 – 05:00 (Next Day)

23:00 – 08:00 (Saturday)

23:00 – 08:00 (Sunday)

23:00 – 05:00 (Monday)

Two Lane Closure 02:00 – 05:00 02:00 – 05:00 02:00 – 05:00 02:00 – 05:00

Three Lane/ Full Closure

Generally Not Permitted

e) Page 4-37, under Item 31, the second paragraph is modified as follows:

“The contractor may utilize the areas identified on the drawings between Piers B and C towards the south of the structure, adjacent to Pier A towards the north of the structure, and between Piers E and F beneath the structure, and the sports field to the

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north of Pier E, or make arrangements to provide an alternative staging / equipment storage area. The Contractor shall obtain the Contract Administrator’s prior approval for the location of any construction access points or staging areas not shown on the drawings. The acceptance of any alternate access points or staging areas will come with no time implications to the construction schedule and be at no cost to the City. The Contract Administrator reserves the right to alter, reject or close same as considered necessary. The Contractor shall notify suppliers of materials and equipment of the location and proper use of the access points. No Contractor vehicle parking shall be allowed on the shoulder of the Don Valley Parkway except behind the temporary concrete barrier within the designated equipment staging area. The sports field to the north of Pier E off Bayview Avenue shall not be used as a staging area, and must remain available to the TDSB at all times."

3. SECTION 4A –SPECIAL SPECIFICATIONS

ADDED: To Special Specification S26, add item: “Access and Protection – Pier A to TTC Track Level – Item 037A” REPLACED: Special Specification S36. is deleted in its entirety and replaced with the following: S36. Cleaning and Coating of Embedded Structural Steel – Within Hoarding – Pier D – Item

087 Cleaning and Coating of Embedded Structural Steel – Restricted Non-Operating Hours – Item 088 Cleaning and Coating of Embedded Structural Steel – Within Hoarding – Excluding Pier D – Item 089 Cleaning and Coating of Structural Steel – West Approach Within Hoarding– Item 090 Cleaning and Coating of Structural Steel – East Approach Within Hoarding – Item 091

The work under this item shall consist of cleaning and coating of the new and existing structural steel generally comprising, but not specifically limited to, built-up members consisting of angles, plates and lacing bars, girders, bearing plates, bracing, connections and gusset plates, diaphragms, galvanized drain pipes and clamps as well as the management of the removed coating material. OPSS 911 and 1704 shall govern this work except as amended or extended in this specification.

Specific areas and steel members to be cleaned and coated include the following under their respective items:

a) All steel members within the west and east approaches, from the west abutment to the east face of Pier F, and from the east abutment to the west face of Pier A, respectively, as shown on drawings S-361-396, S-361-397, and S-361-403 to S-361-413 and S-361-377 to S-361-383. This shall include all traffic deck members both above the TTC right-of-way and outside the TTC right-of-way, and all columns, beams, stringers, cross-braces, knee-braces, connections, gusset plates, base plates and miscellaneous steel from deck level to the concrete foundation below track level, and from the north concrete wall inside face to the south concrete wall inside face.

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b) Steel cross-bracing members embedded within the interior pier faces at track level at Piers A, D (two central pier faces only), F, and G, including connections and gusset plates, but limited to the front faces only.

Cleaning and coating shall include but not be limited to the provision for the following:

Protection of utility ducts and attachments located within the work zone; Access to such as hoarding and scaffolding necessary to properly complete the

work and to provide the Contract Administrator with the necessary access for inspection of both the steelwork and cleaning and coating operations;

Provision for all heating, dehumidifying or any other environmental controls required to meet the operational constraints as outlined in OPSS 911;

Erection of dust-tight temporary enclosures where cleaning and coating work occurs during restricted non-operating hours. Alternatively, cleaning work may be performed using vacuum-shrouded power tools in lieu of temporary enclosures.

Temporary enclosures and other environmental protection measures required for work during restricted non-operating hours shall be included in these tender items. Requirements for temporary enclosures are located in Special Specification S34.

Definitions

Section 911.03 of OPSS 911, November 2014, is amended by the addition of the following:

Removed Coating Material: includes material collected in dust collectors.

Interim Surface Protection: Any method of treating a surface in preparation for coating that does not meet the requirements for the final surface preparation standard.

Final Surface Preparation: The surface preparation standard(s) (e.g. SSPC-SP5, SSPC-SP6, SSPC-SP10, SSPC-SP11) specified in the contract documents.

Submission and Design Requirements

Section 911.04 is amended by the addition of the following:

911.04.02.06 – Documentation for Reuse and Disposal

911.04.02.06.01 – Test Results

Test results shall be provided to the Contract Administrator a minimum of 2 working days prior to shipment of the material tested.

For each sample tested, original documentation shall be provided by the selected laboratory indicating the following:

a) laboratory name and address, and identification of the individual responsible for accuracy of the test results;

b) sample identification, including contract number and date sampled;

c) laboratory report of analysis, containing the analytical results;

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d) a certificate specifying the analysis performed, the methodology used for analysis of each parameter, and the instrumentation; and,

e) a quality control certificate indicating:

i. the test result;

ii. the upper and lower limits for process recovery and matrix spike recovery; and,

iii. a statement indicating the test result is acceptable relative to the upper and lower limits.

A record of all the test sample numbers and sample dates shall be kept and made available to the Contract Administrator upon request. All such testing is the responsibility of the Contractor who shall bear all costs associated herewith.

911.04.02.07 – Waste Management Documentation / Manifesting

For disposal as waste, a copy of the carrier’s Certificate of Approval for a Waste Management System and the disposal site’s Certificate of Approval for a Disposal Site shall be provided to the Contract Administrator a minimum of two weeks prior to commencement of work.

For each shipment of removed coating material that is tested as a non-hazardous solid waste, a copy of the weigh ticket(s), receipt(s), or where such documentation is not available, written documentation from the operator of the disposal site that the waste has been received shall be submitted to the Contract Administrator a maximum of two weeks after disposal activities are complete.

For each shipment of removed coating material that is tested as a leachate toxic solid waste, the carrier shall present a Regulation 347 Form 1 manifest for “Part A” completion by the Contract Administrator. The Contract Administrator shall be notified a minimum of two weeks prior to the first shipment, and a minimum of 24 hours prior to each subsequent shipment.

Material

Section 911.05 is deleted and replaced by the following:

The coating systems shall be as follows:

a) Cleaning and Coating – Within Hoarding

Manufacturer Coat # Coating Type Product Name Minimum DFT

Carboline (Division of StonCor Group 95 Sunray Street Whitby, ON L1N 9C9 800-263-3112 [email protected] www.carboline.ca

1

2/3

Epoxy-Zinc/ Epoxy/ Polyurethane(EZEP) Epoxy-Zinc/ Epoxy/ Polyurethane(EZEP)

Carbozinc 858 Carboguard 893

90

100

International Paint (a division of AkzoNobel Coatings Ltd) 525 Highland Road West , Suite 365 Kitchener, ON N2M 5P4

1

2/3


Interzinc 315B Interguard 475HS

90

100

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519-571-9191 [email protected] www.international-pc.com PPG Canada Inc. 8200 Keele Street Concord, ON L4K 2A5 905-738-7310 [email protected] www.ppgpmc.com

1

2/3


Amercoat 68HS Amercoat 385

90

100

The Sherwin-Williams Company 170 Brunel Road Mississauga, ON L4Z 1T5 800-510-5991 [email protected] www.sherwin.com

1

2/3


Zinc Clad III HS Macropoxy 646

90

125

Wasser Corporation 520 boul. Curé Boivin Boisbriand QC J7G 2A7 Canada 800-465-0905 www.wassercoatings.com

1

2/3

MCU-Zinc/ MC-Mio/MCU MCU-Zinc/ MC-Mio/MCU

MC-Zinc 100 MC-Miomastic 100

90

100

b) Cleaning and Coating – Restricted Non-Operating Hours

Manufacturer Coat # Coating Type Product Name Minimum DFT

Wasser Corporation 520 boul. Curé Boivin Boisbriand QC J7G 2A7 Canada 800-465-0905 www.wassercoatings.com

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MCU-Zinc/ MC-Mio/MCU

MC-Miomastic 100 100

All bolts, nuts, washers, and rivets shall be brush coated prior to both the prime coat and the topcoat. The brush coat of the epoxy zinc primer to all rivets and bolts shall be carried out after the spray application of the primer. On the top coats the brush application shall be completed prior to the spray application.

Coating to be applied over previously galvanized surfaces shall see surface preparation and coating application as per the manufacturer’s recommendations (brush off blast cleaning, tie coat with two top coats).

The colour of the top coat shall be Black in accordance with Federal Standard Number 595B-17038. The intermediate coat shall be dark grey.

The abrasive material shall be selected by the Contractor and shall be capable of providing the required surface anchor profile of 50-75 microns (2.0 – 3.0 mils). The Contractor may have to use different abrasive or adjust nozzle velocity to stay within the profile limitations. The abrasive must be a low free silica type (1% free silica or less); either manufactured from ebony grit (E.G), slag (Black Beauty) or a recyclable material. Only abrasives which can be shown to be of a low free silica type will be permitted. The Contractor must also demonstrate to the satisfaction of the Contract Administrator that the selected abrasive will not generate excessive dust which the environmental protection cannot control.

Construction

Clause 911.07.03.03 of OPSS 911, November 2014, is amended by the addition of the following:

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The areas of structural steel shall be cleaned to the requirements of SSPC-SP10-89 (Near-White Blast Cleaning). If the Contractor chooses to use vacuum-shrouded power tools for the areas of structural steel to be cleaned during restricted non-revenue hours, these shall be cleaned to the requirements of SSPC-SP3 (Power Tool Cleaning). All steel that shows evidence of flash rusting either before or after the application of the prime coat shall be re-cleaned. Any necessary solvent cleaning to remove oils, etc. shall be undertaken.

Clause 911.07.03.07 of OPSS 911, November 2014, is amended by the addition of the following:

Areas that are difficult to access are described below:

Enclosed members Boxed connections Badly pitted areas of steel Tops of subway floor beams Subway floor beams at the crown of the lower arch (west approach between Piers F

and G)

Intercoat Contamination

There are many pigeons in the area which roost on the tops of the arch ribs. Close inspection shall be carried out to ensure that bird droppings are completely removed before the application of any coating.

Blowing Down Prior to Coating

Prior to applying coating the Contractor shall blow down or vacuum the steel to remove all dust. A minimum of two passes may be required.

Overspray and Splatter

The Contractor shall take all necessary precautions to prevent overspray and splatter of paint. All heavy splatter, overspray and spills shall be removed immediately at the Contractor’s expense.

Clause 911.07.04.02.01 of OPSS 911 is amended by the addition of the following:

The Contractor will be permitted to apply coatings by brush and roller. Brush and roller equipment shall meet the supplier’s written requirements.

Section 911.07 of OPSS 911 is amended by the addition of the following:

911.07.10 – Sampling and Testing of Removed Coating Material

Prior to transportation from the project site, each shipment of removed coating material that is managed by reuse in other products or by disposal as waste shall be subject to sampling and testing by an analytical laboratory in compliance with the following:

a. Laboratory test results are subject to the approval of the Contract Administrator. b. The Contractor shall notify the Contract Administrator a minimum of 24 hours

prior to collecting each waste sample. c. One 500 g representative composite sample of removed coating material shall be

prepared for the first 12 cubic metres, or less, of material. An additional sample is

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required for each additional 12 cubic metres, or less, of material. The test shall be complete and the results provided to the Contract Administrator within 7 days of sampling.

d. Each sample shall be divided into two halves, with each half clearly labelled with the contract number and sample date. One half of each sample shall be submitted to the analytical laboratory, and the other half shall be retained in a secure location by the Contract Administrator.

e. Samples shall be taken in compliance with direction received from the Contract Administrator and the procedure outlined in the document titled “Sampling Protocol for Removed Coating Material and Spent Blasting Medium”, dated December, 1994.

f. The sample shall be tested in compliance with Ontario Regulation 347 leachate extraction analysis procedure to determine the concentration of arsenic, barium, boron, adimium, chromium, lead, mercury, selenium, silver and any other parameter specified by Ontario Regulation 347.

g. The test equipment shall be Inductively Coupled Argon Plasma (ICAP) Spectrophotometry, or Atomic Adsorption (AA) Spectrophotometry, however, all samples from this Contract shall be tested using the same type of equipment.

911.07.11 – Disposal of Spent Blasting Medium and Removed Coating Material as Waste

911.07.11.01 – Management of Removed Coating Material and Spent Blasting Medium as Non-Hazardous Solid Industrial Waste

For removed coating material and that has tested as a non-hazardous solid industrial waste, the following shall apply:

a. The material shall be transported to a waste disposal site with a Certificate of Approval for a Waste Disposal Site valid for non-hazardous solid industrial or commercial waste.

b. For each shipment of the material from the project site, the carrier shall be one of the following:

i. a hauler who also undertook a portion of the cleaning / coating operation, without a Certificate of Approval for a Waste Management System, provided the material is transported directly from the project site to a certified disposal site; or

ii. any other hauler, provided the hauler has a Certificate of Approval for a Waste Management System valid for non-hazardous solid industrial or commercial waste.

c. The Contractor shall supply documentation stating that any dust collector units used on the project have been cleaned prior to mobilization on site. In addition, such documentation shall also state that the dust collectors and filters are free from hazardous waste. All costs of decontamination of the dust collectors and filters prior to the use of the equipment on this contract shall be at the sole expense of the Contractor.

911.07.11.02 – Management of Removed Coating Material and Spent Blasting Medium as Class 146 Leachate Toxic Solid Waste

For removed coating material that has tested as an Ontario Waste Class 146 Leachate toxic solid waste, the following shall apply:

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a. The materials shall be transported to a waste disposal site with a Certificate of Approval for a Waste Disposal Site valid for Ontario Waste Class 146 leachate toxic solid waste.

b. For each shipment of the material from the project site, the carrier shall have a Certificate of Approval for a Waste Management System valid for Ontario Waste Class 146 leachate toxic solid waste.

911.07.11.03 – Certified Carrier Requirements and Responsibilities

A Certificate of Approval for a Waste Management System shall be valid for all of the following:

a. the entire period of the work; b. the entire area within the limits of the work and the entire haul route; c. the equipment to be utilized; and, d. the waste classification of material being transported.

Responsibilities of certified carriers shall include, but not be limited to, the following:

a. transportation of waste materials produced by the work in accordance with the Certificate of Approval; and

b. waste manifesting for Class 146 leachate toxic solid waste.

Quality Assurance

Subsection 911.08.01 of OPSS 911 is deleted and replaced with the following:

Each phase of the work will require inspection by the Contract Administrator before proceeding to the next phase. Acceptance of the surface preparation will be given on the applicable SSPC surface preparation specifications and pictorial standards given in SSPC-Vis1 and SSPC-Vis3.

Basis of Payment

Subsection 911.10.01 of OPSS 911 is deleted and replaced with the following:

Payment for embedded structural steel cleaning and coating at the per square metre unit price for the above tender items shall be full compensation for all labour, equipment and materials for the management of removed coating material with the following exception.

Payment for structural steel cleaning and coating within the west and east approaches by lump sum for the above tender items shall be full compensation for all labour, equipment and materials for the management of removed coating material with the following exception.

Payment of any costs for the disposal of removed coating material, as a Class 146 leachate toxic solid waste shall be covered under Miscellaneous Works as outlined in Special Specification S6.

4. SECTION 4 - ATTACHMENTS

ADDED: The following attachments are added to the Specifications:

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a) Attachment 11 – DSS Survey Results b) Attachment 12 – TTC DM-0701-05 Lighting

5. DRAWINGS

ADDED: The following drawing is added to the Tender Set: a) Drawing Number: S-361-426 – Traffic Staging Plan

REVISED:

The following drawings have been revised: a) Drawing Number: S-361-367 – Site Access and Construction Laydown Plan b) Drawing Number: S-361-371 – Hoarding Plan & Details – Sheet 2 c) Drawing Number: S-361-396 – Concrete Arch Steel Framing Plan – Repair Details d) Drawing Number: S-361-417 – Typical Repair Details – Sheet 3 e) Drawing Number: S-361-418 – Typical Repair Details – Sheet 4 f) Drawing Number: S-361-419 – West Approach Site Access Details g) Drawing Number: S-361-420 – Tree Protection Plan – West Approach h) Drawing Number: S-361-426 – Traffic Staging Plan

6. QUESTIONS & ANSWERS

Q1. Reference is made to Tender Item #90 & 91 – Cleaning & Coating Of Embedded

Structural Steel – West Approach. Further refer to Special Specification S38. These do not say that Item#90 & 91 are embedded. Please clarify. Also for above mentioned items can we get location where they are to be applied.

A1. Items 090 and 091 should not refer to embedded steel. See revised Tender Item

List. Embedded structural steel locations are at the pier cap faces facing the TTC tracks, as shown on the Contract Drawings and described in Section 4.

Q2. Reference is made to Dr –S-361-371. This mention Lighting Fixture sketch TTC-

DM- 0701-05. Please provide this sketch & spacing at which lighting fixtures need to be placed.

A2. TTC DM-0701-05 is now provided as an attachment. The Contractor shall be

responsible for designing and coordinating the lighting installation with the TTC. Lighting requirements for design are included in Appendix B of DM-0701-05 for portal entrances.

Q3. Reference is made to Tender item #90, Cleaning & Coating of structural steel,

a) With reference to Dr. S-361-409, does all structural steel above TTC Track

needs to be coated? b) With reference to Dr. S-361-409, does all structural steel below TTC Track level

need to be coated? c) With reference to Dr. S-361-409, does structural steel between EBL & WBL

above track level needs to be coated?

A3. a) b) and c) Yes to all.

Q4. Reference is made to Tender Item #86 – Structural Steel Repair At Expansion Joint. Please provide reference detail or sketch.

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mailto:[email protected]

Addendum No. 5, TCN 142-2016

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Attachment 11

DSS Survey Results

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Your Project #: 60305866 Site Location: CITY OF TORONTO - PRINCE EDWARD VIADUCTYour C.O.C. #: NA

Attention: Dennis BaxterAECOM Canada Ltd300 Water StWhitby, ONCANADA L1N 9J2

Report Date: 2014/01/15This report supersedes all previous reports with the same Maxxam job number

CERTIFICATE OF ANALYSIS

MAXXAM JOB #: B3L9605Received: 2013/12/19, 11:00

Sample Matrix: Paint# Samples Received: 2

Date Date MethodAnalyses Quantity Extracted Analyzed Laboratory Method ReferenceMetals Paint Acid Extr. ICPMS ( 1 ) 2 2013/12/30 2013/12/30 ATL SOP 00058 Based on EPA6020A

Sample Matrix: Soil# Samples Received: 2

Date Date MethodAnalyses Quantity Extracted Analyzed Laboratory Method ReferenceAcid Extr. Metals (aqua regia) by ICPMS 2 2013/12/24 2013/12/31 CAM SOP-00447 EPA 6020

Sample Matrix: SOLID# Samples Received: 4

Date Date MethodAnalyses Quantity Extracted Analyzed Laboratory Method ReferenceAcid Extr. Metals (aqua regia) by ICPMS 4 2013/12/24 2013/12/31 CAM SOP-00447 EPA 6020

* RPDs calculated using raw data. The rounding of final results may result in the apparent difference.* Results relate only to the items tested.

(1) This test was performed by Maxxam Bedford

Encryption Key

Please direct all questions regarding this Certificate of Analysis to your Project Manager.

Marijane Cruz, Senior Project ManagerEmail: [email protected]# (905) 817-5756

====================================================================Maxxam has procedures in place to guard against improper use of the electronic signature and have the required "signatories", as per section5.10.2 of ISO/IEC 17025:2005(E), signing the reports. For Service Group specific validation please refer to the Validation Signature Page.

Total cover pages: 1

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(A

l)ug

/g61

0050

2000

500

3467

755

Aci

d E

xtra

ctab

le A

ntim

ony

(Sb)

ug/g

7.5

0.20

8.6

2.0

3467

755

Aci

d E

xtra

ctab

le A

rsen

ic (

As)

ug/g

8.9

131.

21.

019

1034

6775

5A

cid

Ext

ract

able

Bar

ium

(B

a)ug

/g51

00.

5080

05.

034

6775

5A

cid

Ext

ract

able

Ber

ylliu

m (

Be)

ug/g

<0.

200.

20<

2.0

2.0

3467

755

Aci

d E

xtra

ctab

le B

ism

uth

(B

i)ug

/g<

1.0

1.0

1510

3467

755

Aci

d E

xtra

ctab

le B

oron

(B

)ug

/g20

5.0

5250

3467

755

Aci

d E

xtra

ctab

le C

adm

ium

(C

d)ug

/g3.

70.

103.

91.

034

6775

5A

cid

Ext

ract

able

Cal

cium

(C

a)ug

/g50

000

5021

000

500

3467

755

Aci

d E

xtra

ctab

le C

hrom

ium

(C

r)ug

/g39

05.

044

010

3467

755

Aci

d E

xtra

ctab

le C

obal

t (C

o)ug

/g97

0.10

251.

034

6775

5A

cid

Ext

ract

able

Cop

per

(Cu)

ug/g

1300

0.50

3400

5.0

3467

755

Aci

d E

xtra

ctab

le Ir

on (

Fe)

ug/g

1300

0025

031

0000

500

3467

755

Aci

d E

xtra

ctab

le L

ead

(Pb)

ug/g

2200

1.0

2200

1034

6775

5A

cid

Ext

ract

able

Mag

nesi

um (

Mg)

ug/g

7900

5034

0050

034

6775

5A

cid

Ext

ract

able

Man

gane

se (

Mn)

ug/g

850

1.0

3200

1034

6775

5A

cid

Ext

ract

able

Mol

ybde

num

(M

o)ug

/g58

0.50

515.

034

6775

5A

cid

Ext

ract

able

Nic

kel (

Ni)

ug/g

190

0.50

120

5.0

3467

755

Aci

d E

xtra

ctab

le P

hosp

horu

s (P

)ug

/g12

0050

<50

050

034

6775

5A

cid

Ext

ract

able

Pot

assi

um (

K)

ug/g

1500

200

<20

0020

0034

6775

5A

cid

Ext

ract

able

Sel

eniu

m (

Se)

ug/g

0.86

0.50

<5.

05.

034

6775

5A

cid

Ext

ract

able

Silv

er (

Ag)

ug/g

0.38

0.20

<2.

02.

034

6775

5A

cid

Ext

ract

able

Sod

ium

(N

a)ug

/g46

0010

068

0010

0034

6775

5A

cid

Ext

ract

able

Str

ontiu

m (

Sr)

ug/g

110

1.0

100

1034

6775

5A

cid

Ext

ract

able

Tha

llium

(T

l)ug

/g0.

200.

050

<0.

500.

5034

6775

5A

cid

Ext

ract

able

Tin

(S

n)ug

/g11

5.0

5550

3467

755

Aci

d E

xtra

ctab

le U

rani

um (

U)

ug/g

0.32

0.05

00.

500.

5034

6775

5A

cid

Ext

ract

able

Van

adiu

m (

V)

ug/g

435.

0<

5050

3467

755

Aci

d E

xtra

ctab

le Z

inc

(Zn)

ug/g

2200

5.0

2400

050

3467

755

Aci

d E

xtra

ctab

le M

ercu

ry (

Hg)

ug/g

0.17

0.05

0<

0.50

0.50

3467

755

RD

L =

Rep

orta

ble

Det

ectio

n Li

mit

QC

Bat

ch =

Qua

lity

Con

trol

Bat

ch

Pag

e 3

of 1

1

34 of 63

AE

CO

M C

anad

a Lt

dM

axxa

m J

ob #

: B3L

9605

Clie

nt P

roje

ct #

: 60

3058

66R

epor

t D

ate:

201

4/01

/15

Site

Loc

atio

n: C

ITY

OF

TO

RO

NT

O -

PR

INC

E E

DW

AR

D V

IAD

UC

T

Tes

t S

um

mar

y

Max

xam

IDU

I739

2C

olle

cted

2013

/12/

19S

amp

le ID

EA

ST

AP

PR

OA

CH

SO

IL S

AM

PLE

Sh

ipp

edM

atri

xS

oil

Rec

eive

d20

13/1

2/19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Max

xam

IDU

I739

3C

olle

cted

2013

/12/

19S

amp

le ID

EA

ST

AP

PR

OA

CH

RA

ILW

AY

BA

LLA

ST

Sh

ipp

edM

atri

xS

OLI

DR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Max

xam

IDU

I739

4C

olle

cted

2013

/12/

19S

amp

le ID

EA

ST

AP

PR

OA

CH

PA

INT

SA

MP

LES

hip

ped

Mat

rix

Pai

ntR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tM

etal

s P

aint

Aci

d E

xtr.

ICP

MS

FIC

P/M

S34

6992

720

13/1

2/30

2013

/12/

30D

aren

Leb

lanc

Max

xam

IDU

I739

4 D

u pC

olle

cted

2013

/12/

19S

amp

le ID

EA

ST

AP

PR

OA

CH

PA

INT

SA

MP

LES

hip

ped

Mat

rix

Pai

ntR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tM

etal

s P

aint

Aci

d E

xtr.

ICP

MS

FIC

P/M

S34

6992

720

13/1

2/30

2013

/12/

30D

aren

Leb

lanc

Pag

e 4

of 1

1

35 of 63

AE

CO

M C

anad

a Lt

dM

axxa

m J

ob #

: B3L

9605

Clie

nt P

roje

ct #

: 60

3058

66R

epor

t D

ate:

201

4/01

/15

Site

Loc

atio

n: C

ITY

OF

TO

RO

NT

O -

PR

INC

E E

DW

AR

D V

IAD

UC

T

Tes

t S

um

mar

y

Max

xam

IDU

I739

4 D

u p 2

Co

llect

ed20

13/1

2/19

Sam

ple

IDE

AS

T A

PP

RO

AC

H P

AIN

T S

AM

PLE

Sh

ipp

edM

atri

xP

aint

Rec

eive

d20

13/1

2/19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tM

etal

s P

aint

Aci

d E

xtr.

ICP

MS

FIC

P/M

S34

6992

720

13/1

2/30

2013

/12/

30D

aren

Leb

lanc

Max

xam

IDU

I739

5C

olle

cted

2013

/12/

19S

amp

le ID

EA

ST

AP

PR

OA

CH

BLA

CK

DU

ST

Sh

ipp

edM

atri

xS

OLI

DR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Max

xam

IDU

I739

6C

olle

cted

2013

/12/

19S

amp

le ID

WE

ST

AP

PR

OA

CH

SO

IL S

AM

PLE

Sh

ipp

edM

atri

xS

oil

Rec

eive

d20

13/1

2/19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Max

xam

IDU

I739

7C

olle

cted

2013

/12/

19S

amp

le ID

WE

ST

AP

PR

OA

CH

RA

ILW

AY

BA

LLA

ST

Sh

ipp

edM

atri

xS

OLI

DR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Pag

e 5

of 1

1

36 of 63

AE

CO

M C

anad

a Lt

dM

axxa

m J

ob #

: B3L

9605

Clie

nt P

roje

ct #

: 60

3058

66R

epor

t D

ate:

201

4/01

/15

Site

Loc

atio

n: C

ITY

OF

TO

RO

NT

O -

PR

INC

E E

DW

AR

D V

IAD

UC

T

Tes

t S

um

mar

y

Max

xam

IDU

I739

8C

olle

cted

2013

/12/

19S

amp

le ID

WE

ST

AP

PR

OA

CH

PA

INT

SA

MP

LES

hip

ped

Mat

rix

Pai

ntR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tM

etal

s P

aint

Aci

d E

xtr.

ICP

MS

FIC

P/M

S34

6992

720

13/1

2/30

2013

/12/

30D

aren

Leb

lanc

Max

xam

IDU

I739

9C

olle

cted

2013

/12/

19S

amp

le ID

WE

ST

AP

PR

OA

CH

BLA

CK

DU

ST

Sh

ipp

edM

atri

xS

OLI

DR

ecei

ved

2013

/12/

19

Tes

t D

escr

ipti

on

Inst

rum

enta

tio

nB

atch

Ext

ract

edA

nal

yzed

An

alys

tA

cid

Ext

r. M

etal

s (a

qua

regi

a) b

y IC

PM

SIC

P/M

S34

6775

520

13/1

2/24

2013

/12/

31V

ivia

na C

anzo

nier

i

Pag

e 6

of 1

1

37 of 63

AE

CO

M C

anad

a Lt

dM

axxa

m J

ob #

: B3L

9605

Clie

nt P

roje

ct #

: 60

3058

66R

epor

t D

ate:

201

4/01

/15

Site

Loc

atio

n: C

ITY

OF

TO

RO

NT

O -

PR

INC

E E

DW

AR

D V

IAD

UC

T

Pac

kage

115

.3°C

Eac

h te

mpe

ratu

re is

the

aver

age

of u

p to

thre

e co

oler

tem

pera

ture

s ta

ken

at r

ecei

pt

GE

NE

RA

L C

OM

ME

NT

S

Sam

ple

U

I739

9-01

: Met

als

Ana

lysi

s: D

ue to

the

sam

ple

mat

rix, s

ampl

e re

quire

d di

lutio

n. D

etec

tion

limits

wer

e ad

just

ed a

ccor

ding

ly.

Pag

e 7

of 1

1

38 of 63

AE

CO

M C

anad

a Lt

dM

axxa

m J

ob #

: B3L

9605

Clie

nt P

roje

ct #

: 60

3058

66R

epor

t D

ate:

201

4/01

/15

Site

Loc

atio

n: C

ITY

OF

TO

RO

NT

O -

PR

INC

E E

DW

AR

D V

IAD

UC

T

QU

AL

ITY

AS

SU

RA

NC

E R

EP

OR

T

Mat

rix

Sp

ike

Sp

iked

Bla

nk

Met

ho

d B

lan

kR

PD

QC

Bat

chP

aram

eter

Dat

e%

Rec

ove

ryQ

C L

imit

s%

Rec

ove

ryQ

C L

imit

sV

alu

eU

nit

sV

alu

e (%

)Q

C L

imit

s34

6775

5A

cid

Ext

ract

able

Alu

min

um (

Al)

2013

/12/

31N

C75

- 1

2510

980

- 1

20<

50ug

/g34

6775

5A

cid

Ext

ract

able

Ant

imon

y (S

b)20

13/1

2/31

106

75 -

125

110

80 -

120

<0.

20ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le A

rsen

ic (

As)

2013

/12/

3110

275

- 1

2510

180

- 1

20<

1.0

ug/g

NC

3034

6775

5A

cid

Ext

ract

able

Bar

ium

(B

a)20

13/1

2/31

NC

75 -

125

101

80 -

120

<0.

50ug

/g8.

530

3467

755

Aci

d E

xtra

ctab

le B

eryl

lium

(B

e)20

13/1

2/31

110

75 -

125

110

80 -

120

<0.

20ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le B

ism

uth

(Bi)

2013

/12/

3110

175

- 1

2510

680

- 1

20<

1.0

ug/g

3467

755

Aci

d E

xtra

ctab

le B

oron

(B

)20

13/1

2/31

105

75 -

125

105

80 -

120

<5.

0ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le C

adm

ium

(C

d)20

13/1

2/31

108

75 -

125

104

80 -

120

<0.

10ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le C

alci

um (

Ca)

2013

/12/

31N

C75

- 1

2510

580

- 1

20<

50ug

/g34

6775

5A

cid

Ext

ract

able

Chr

omiu

m (

Cr)

2013

/12/

31N

C75

- 1

2510

680

- 1

20<

1.0

ug/g

3467

755

Aci

d E

xtra

ctab

le C

obal

t (C

o)20

13/1

2/31

108

75 -

125

108

80 -

120

<0.

10ug

/g5.

330

3467

755

Aci

d E

xtra

ctab

le C

oppe

r (C

u)20

13/1

2/31

101

75 -

125

105

80 -

120

<0.

50ug

/g38

.5(1

)30

3467

755

Aci

d E

xtra

ctab

le Ir

on (

Fe)

2013

/12/

31N

C75

- 1

2510

980

- 1

20<

50ug

/g34

6775

5A

cid

Ext

ract

able

Lea

d (P

b)20

13/1

2/31

102

75 -

125

106

80 -

120

<1.

0ug

/g2.

530

3467

755

Aci

d E

xtra

ctab

le M

agne

sium

(M

g)20

13/1

2/31

NC

75 -

125

105

80 -

120

<50

ug/g

3467

755

Aci

d E

xtra

ctab

le M

anga

nese

(M

n)20

13/1

2/31

NC

75 -

125

105

80 -

120

<1.

0ug

/g34

6775

5A

cid

Ext

ract

able

Mol

ybde

num

(M

o)20

13/1

2/31

109

75 -

125

105

80 -

120

<0.

50ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le N

icke

l (N

i)20

13/1

2/31

105

75 -

125

107

80 -

120

<0.

50ug

/g7.

830

3467

755

Aci

d E

xtra

ctab

le P

hosp

horu

s (P

)20

13/1

2/31

NC

75 -

125

9780

- 1

20<

50ug

/g34

6775

5A

cid

Ext

ract

able

Pot

assi

um (

K)

2013

/12/

31N

C75

- 1

2510

080

- 1

20<

200

ug/g

3467

755

Aci

d E

xtra

ctab

le S

elen

ium

(S

e)20

13/1

2/31

105

75 -

125

108

80 -

120

<0.

50ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le S

ilver

(A

g)20

13/1

2/31

109

75 -

125

106

80 -

120

<0.

20ug

/gN

C30

3467

755

Aci

d E

xtra

ctab

le S

odiu

m (

Na)

2013

/12/

31N

C75

- 1

2510

880

- 1

20<

100

ug/g

3467

755

Aci

d E

xtra

ctab

le S

tron

tium

(S

r)20

13/1

2/31

NC

75 -

125

100

80 -

120

<1.

0ug

/g34

6775

5A

cid

Ext

ract

able

Tha

llium

(T

l)20

13/1

2/31

9375

- 1

2599

80 -

120

<0.

050

ug/g

3467

755

Aci

d E

xtra

ctab

le T

in (

Sn)

2013

/12/

3110

575

- 1

2510

280

- 1

20<

5.0

ug/g

3467

755

Aci

d E

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EMSL Canada Inc.

10 Falconer Drive, Unit #3 Mississauga, ON L5N 3L8

Phone/Fax: 289-997-4602 / (289) 997-4607http://www.EMSL.com / [email protected]

55PAS80A551309008

B3L9605

EMSL Canada Order ID:

Customer ID:

Customer PO:

Project ID:

Attn:

Proj: JOB # B3L9605

Phone: (905) 817-5700

Fax: (ema) il -only

Collected:

Received: 12/23/2013

Analyzed: 12/31/2013

Marijane Cruz

Maxxam Analytics, Inc.

6740 Campobello Road

Mississauga, ON L5N 2L8

Test Report: Asbestos Analysis of Bulk Materials for Ontario Regulation 278/05 via

EPA600/R-93/116 Method

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0001UI7392-01R

EAST APPROACH SOIL SAMPLE

DateTEST Non-Fibrous Asbestos CommentColor Fibrous

Non-AsbestosAnalyzed

12/31/2013 0% 99% 1% AmositePLM Gray

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0002UI7393-01R

EAST APPROACH RAILWAY BALLAST



12/31/2013 0% 100%PLM Gray None Detected

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0003UI7395-01R

EAST APPROACH BLACK DUST



12/31/2013 0% 100%PLM Gray Vermiculite and Soil are known problem

matrices and negative results cannot be

guaranteed. Additional analysis such as

CARB 435 milling prep or ASTM Draft Soil

Sieving is recommended for proper

quantification of asbestos in vermiculite and

soil.

None Detected

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0004UI7396-01R

WEST APPROACH SOIL SAMPLE



12/31/2013 0% 100%PLM Brown/Black Vermiculite and Soil are known problem






soil.

None Detected

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0005UI7397-01R

WEST APPROACH RAILWAY BALLAST



12/31/2013 0% 100%PLM Gray None Detected

Test Report:EPAMultiTests-7.26.0 Printed: 1/02/2014 02:00PM Page 1 of 243 of 63

EMSL Canada Inc.

10 Falconer Drive, Unit #3 Mississauga, ON L5N 3L8

Phone/Fax: 289-997-4602 / (289) 997-4607http://www.EMSL.com / [email protected]

55PAS80A551309008

B3L9605

EMSL Canada Order ID:

Customer ID:

Customer PO:

Project ID:

Test Report: Asbestos Analysis of Bulk Materials for Ontario Regulation 278/05 via

EPA600/R-93/116 Method

Client Sample ID:

Sample Description:

Lab Sample ID: 551309008-0006UI7399-01R

WEST APPROACH BLACK DUST



12/31/2013 0% 100%PLM Black Vermiculite and Soil are known problem






soil.

None Detected

Analyst(s)

Kevin Pang

or other Approved Signatory

Jon Delos Santos PLM (6)

Any questions please contact Kevin Pang.

None Detected = <0.5%. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by

EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good

condition unless otherwise noted. This report must not be used to claim product endorsement by NVLAP of any agency of the U.S. Government.

Samples analyzed by EMSL Canada Inc. Mississauga, ON NVLAP Lab Code 200877-0

Initial report from: 01/02/201414:00:01

Test Report:EPAMultiTests-7.26.0 Printed: 1/02/2014 02:00PM Page 2 of 244 of 63

EMSL Canada Inc.10 Falconer Drive, Unit #3, Mississauga, ON L5N 3L8

Phone/Fax: 289-997-4602 / (289) 997-4607http://www.EMSL.com [email protected]

551309008CustomerID: 55PAS80ACustomerPO: B3L9605ProjectID:

EMSL Canada Or

Attn: Marijane Cruz

Maxxam Analytics, Inc.

6740 Campobello Road

Mississauga, ON L5N 2L8

Received: 12/23/13 11:00 AM

JOB # B3L9605

Fax:Phone: (905) 817-5700

Project:

1/9/2014Analysis Date:Collected:

Sample Description Appearance % Type

AsbestosNon-Asbestos

% Fibrous % Non-Fibrous

Test Report: PLM Analysis of Bulk Samples for Asbestos via EPA 600/R-93/116

Method with CARB 435 Prep (Milling) Level A for 0.25% Target Analytical Sensitivity

UI7395-01R551309008-0003

EAST APPROACH BLACK DUST

Gray None Detected

Non-FibrousHomogeneous

Non-fibrous (other)100.00%

UI7396-01R551309008-0004

WEST APPROACH SOIL SAMPLE

Gray None Detected



UI7399-01R551309008-0006

WEST APPROACH BLACK DUST

Gray None Detected



Kevin Pangor other approved signatory

Test Report PLMPTC-7.25.0 Printed: 1/10/2014 9:12:25 PM 1

Analyst(s)

THIS IS THE LAST PAGE OF THE REPORT.

This report relates only to the samples listed above and may not be reproduced except in full, without EMSL's written approval. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. EMSL is not responsible for sample collection activities or method limitations. Some samples may contain asbestos fibers below the resolution limit of PLM. EMSL recommends that samples reported as none detected or less than the limit of detection undergo additional analysis via TEM.Samples received in good condition unless otherwise noted.Samples analyzed by EMSL Canada Inc. Mississauga, ON

Jon Delos Santos (3)

Initial report from 01/02/2014 14:00:0145 of 63

http://www.EMSL.com

mailto:[email protected]

Attachment 12

TTC DM-0701-05 Lighting

46 of 63

ELECTRICAL DM-0701-05

Section Subject

APPROVED 03-JUL-2014

Page 1 ELECTRICAL SYSTEMS Lighting

1.0 INTRODUCTION 1.1 Lighting design criteria shall include for the safety, security and comfort of

passengers in conjunction with operations and maintenance requirements with consideration of:

• function and vandal resistance • luminaire selection and availability • ballast and lamp selection (preferable same manufacturer) • luminance values in conjunction with brightness and contrast • lighting control system • aesthetics and economics of power usage • ease of component replacement and on-going maintenance. • CCTV compatibility.

1.2 The lighting system will be divided into two classifications:

• normal • emergency.

1.3 Luminaries shall supply the required quality and quantity of light for each area

with minimum variations. 1.4 The lighting system shall be designed to:

• maintain safety and security requirements, but not interfere with sight lines, mirrors

• assist passenger direction and comfort • co-ordinate with transit and station operations • minimize system supervision • minimize power requirements and maximize energy efficiency • minimize variations of intensity due to temperature age and occasional lamp

burnout. • Suit egress and evacuation routes as designated by Architects and OBC

1.5 The lighting system shall be designed to include the following:

• utilization of the TTC Standard luminaire in all public areas • ease of cleaning and maintenance • architectural integration • aesthetics • accurate colour rendition • minimum glare • minimum light loss and pollution.

47 of 63

DM–0701-05

ELECTRICAL

Page 2


Section

ELECTRICAL SYSTEMS Subject

Lighting

1.6 The lighting system shall be designed to incorporate features that allow for easy access to luminaires at all times for ease of maintenance. Placing luminaires in areas over track work and in areas of inaccessible high mounting elevations above floor levels (i.e. stairs and escalators) shall be avoided.

1.7 For related topics see:

• DM-0102, Fire/Life Safety • DM-0401, General Criteria • DM-0405, Barrier Free Access • DM-0408, Landscaping • DM-0411, Signage/Graphics. (Under Review)

2.0 FUNCTIONAL REQUIREMENTS 2.1 GENERAL 2.1.1 Lighting shall be provided for all indoor and outdoor areas comprising:

• Passenger station ancillary rooms and ancillary areas • passenger station public areas and non-public areas • associated surface facilities (e.g. station entrance/exit) • tunnels • rights-of-way • elevated guide ways • substations • emergency service buildings • emergency exit buildings • maintenance facilities • landscaped areas • signage and advertising.

2.1.2 Particular attention shall be given to areas where changes of elevation and/or

environment occur such as:

• escalators • elevator landings • ramps • platform edges • station entrances and exits • bus load/unload areas. • portals

48 of 63


Section Subject



2.1.3 The lighting system design shall include the circulation patterns of both pedestrians and vehicles, and with special emphasis at:

• the interface points • decision/transition points • recognized areas of potential problems.

2.1.4 Emergency lighting shall meet the perceived and real requirements of safety and

security, to define and to provide a path of egress to assist in safe and orderly evacuation in event of normal power failure and to permit security devices to maintain effective operation.

2.1.5 Daylight shall be incorporated into the overall lighting design where available

and possible. 2.1.6 Direct and indirect glare shall be controlled. 2.2 STATION SITE AREAS 2.2.1 The station site lighting system shall produce an emphasized visual landmark:

• advertising the facility to potential users • identifying each individual station site.

2.2.2 Lighting levels shall produce a natural lead-in, guiding both the driver and the

pedestrian to the station facilities. 2.2.3 Lighting of access roads to transit property shall integrate with local

roadway/area lighting. 2.2.4 The lighting system shall provide sufficient quality and values at all times to

provide security and assistance in minimizing potential problems in the vehicle passenger interface areas adjacent to the station, in particular:

• bus loading/unloading • passenger pick-up and drop-off areas • park and ride facilities.

2.2.5 Parking areas shall have luminaires located to minimize shadows between rows

of automobiles. Lighting levels shall be even, not striped, and shall be of sufficient value to provide visibility into the back seat of an automobile.

2.2.6 In covered parking areas the vertical and horizontal illuminance shall be such

that columns, walls and curbs etc. are clearly emphasized for avoidance.

49 of 63

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Page 4


Section


Lighting

2.2.7 Lighting for parking areas shall provide for:

• colour rendition • uniformity (average-to-minimum ratio of 4:1) with cars in place • minimum glare • minimum light trespass particularly to residential areas.

2.2.8 Focal points in parking areas, such as entrances, exits, handicap parking, toll

plazas and pedestrian cross-walks, shall have an average illuminance of 200% of general parking area.

2.2.9 Pedestrian access lighting shall clearly define walkways, cross-walks, ramps,

stairs and bridges to facilitate movement at night and for security. 2.2.10 The luminaires shall be integrated with adjoining areas in such a manner which

is appropriate to the character of the area. 2.2.11 Luminaire selection and placement shall consider:

• light pollution • light trespass • traffic and/or pedestrian hazards • vandalism • dark spots, shadows for personnel security and effective operation of security

devices • glare • ease of maintenance. • minimum light loss due to occasional lamp burnout.

2.3 STATION ENTRANCE 2.3.1 Station entrances shall have the highest brightness within the station facilities,

creating an easily recognizable destination focus. 2.3.2 Station entrance lighting shall provide for a visually comfortable transition from

street to station entry areas during all hours of system operation. Illumination levels shall be controlled during daylight hours to minimize otherwise abrupt changes from outdoors to indoors and vice versa.

2.3.3 Entrances located either off-street or in conjunction with non-transit facilities

shall be illuminated to emphasize the station entrance or portal in conjunction with the signage.

50 of 63


Section Subject



2.3.4 Station entrance stairways and escalators shall be illuminated to give prominence to the stair, escalator head and run areas.

2.3.5 Elevator landings shall be illuminated to give them prominence and to be identified as transit system facilities.

2.3.6 Exterior lighting generally shall be aimed downwards and shielded to reduce

light trespass to neighborhood and glare. 2.4 PASSENGER CIRCULATION 2.4.1 Illumination shall be provided for all elements of passenger traffic flow to

simplify directional decisions. 2.4.2 Escalators, elevators and stairways shall be illuminated to emphasize circulation

and transitional areas of circulation. 2.4.3 Passageways shall be illuminated to define directional paths to the station entry

and areas within the station. 2.5 STATION INTERIOR AREAS 2.5.1 Lighting in the station interior shall be appealing to the passengers, and provide

awareness of position and orientation. Due consideration shall be given to colours and materials used in construction regarding reflection of light from ceilings and walls, i.e., additional fixtures shall be provided as required to maintain the necessary lighting levels.

2.5.2 Public area lighting shall visually assist the passenger along the preferred

circulation paths. The unpaid area lighting shall emphasize system graphics, informational messages, fare vending equipment, and fare gates. The paid area lighting shall direct the passenger to the elements of circulation which leads to the platform.

2.5.3 The platform area shall be clearly lighted to produce an environment that will

enhance the passengers ability to detect, recognize, and identify objects and events. The colour and areas of contrast are particularly important.

2.5.4 The platform edge shall be illuminated to a higher intensity than the waiting

area to indicate the transition between station and train. Lighting of the actual track area shall be minimized to highlight the contrast with the platform edge. This is a specific deviation permitted in lieu of evenness.

2.5.5 The illumination of Artwork, relative to the use of lamp and luminaire shall be

consistent with the parameters as set out in this section. The lighting quantity

51 of 63

DM–0701-05

ELECTRICAL

Page 6


Section


Lighting

requirements shall be designed to best suit the art, however without compromising the safety, maintenance and security requirements as set out here and in other applicable sections.

2.5.6 The Designated Waiting Area (DWA) shall be illuminated to a higher level than

the general waiting area, to delineate the emphasized area. The luminaires shall be selected and located to minimize glare to passengers and the Closed Circuit Television (CCTV) cameras in particular.

2.5.7 A blue light fixture shall be located at the platform end walls near the tunnel

entrance to identify the Emergency Alarm Station (EAS). The blue light fixtures shall be on emergency power system.

2.5.8 Where platform edge doors are installed, the areas around the doors shall be

enhanced with a gradual reduction towards the platform area, but still maintaining the minimum standards.

2.5.9 Generally an upward lighting component shall be considered to enhance the

overall lighting effect and to eliminate the relatively dark ceilings. 2.6 ANCILLARY AREAS 2.6.1 Ancillary areas shall have illumination as required for their specific usage. 2.7 LANDSCAPING 2.7.1 Landscape lighting shall be integrated and coordinated with feature planting. 2.7.2 Luminaires used for landscaping shall be shielded and generally beamed

downwards, where upward lighting is required, luminaires shall be aimed into the planted materials allowing little or no light to trespass beyond.

2.7.3 Seasonal effects of plant foliage shall be considered in the landscape lighting

design and control system. 2.8 ILLUMINATED SIGNAGE (refer Sign manual DM 0411, Under Review) 2.8.1 Lighting shall emphasize directional and informational signage. 2.8.2 Signage and graphics may be illuminated either internally or externally, using an

internal source, an external source and/or area ambient light. 2.8.3 Areas designated for advertising signs shall be provided with electrical

receptacles.

52 of 63


Section Subject



2.8.4 Station directional and information signage and graphics shall be supplied from

the normal power supply system. 2.8.5 Exit and exterior station identification signage at grade signs shall be supplied

by the emergency power system. 2.9 RIGHTS-OF-WAY 2.9.1 GENERAL

1. Rights-of-way lighting shall be implemented using weather sealed luminaires.

2. The lighting shall be circuited from the nearest lighting distribution panel(s)

such that adjacent luminaires are not on the same phase, phases shall be balanced. Blue light fixtures shall be on emergency power system.

3. Luminaires shall be selected, located, aimed and shielded to eliminate

interference with signals.

4. Sufficient Illumination shall be provided along the main-line right-of-way to provide safety and security for:

• passenger emergency egress path • maintenance access areas (stairs and ladders). • Streetcar loops

5. Blue light fixtures shall be located at the Emergency Alarm Stations along

the right-of-way. 2.9.2 UNDERGROUND TUNNEL SECTIONS

1. Underground tunnel sections shall have luminaires mounted to reduce the amount of glare and to eliminate stroboscopic effects, to the driver of the transit vehicle. Luminaires generally shall be mounted to beam down from the horizontal and away from the direction of normal train travel

2. Daytime tunnel portal luminance at the threshold zone, where a transition is

made from the high lighting level of the exterior portion to the lower lighting level of the interior portion, shall have a relatively high illuminance level to maintain visibility during eye adaptation period and vice versa.

53 of 63

DM–0701-05

ELECTRICAL

Page 8


Section


Lighting

3. Underground sections of lighting shall be located above the walkway for each direction of travel. Luminaires shall be mounted at a minimum nominal height above the designated walkway. Refer to Directive Drawings 0701-05-01 to 0701-05-07 (Under Development)

4. Underground sections of lighting shall be on emergency power system.

2.9.3 ELEVATED GUIDEWAYS

1. Luminaires shall be selected and mounted along the guide way to minimize the amount of light trespass and pollution.

2. Illumination shall be provided under elevated guide ways where publicly

accessible pedestrian or vehicular ways are provided, to facilitate movement and recognition at night. Placement of luminaires shall minimize shadows in areas which are accessible to the public.

3. All Lighting on the elevated guideways shall be supplied by emergency

power system.

4. Emergency access/exit stairs that lead to/from the elevated guide way shall be illuminated and supplied by emergency power system.

2.9.4 AT-GRADE SECTIONS

1. Luminaires shall be selected and mounted along the right-of-way to minimize the amount of light trespass pollution, and glare.

2.10 EMERGENCY LIGHTING

1. Emergency lighting levels have been established for the egress from station and tunnel levels when normal AC power supply has failed, and to operate a station when AC power supply has failed but trains are still operating due to traction power availability.

2. All station public areas and station areas of Appendix “A” shall be provided

with minimum average levels of not less than 10 lux as per the Ontario Building Code.

3. All station stairways and stair landings shall be provided with minimum

average level of 50 lux.

4. All escalator landings shall be provided with minimum average levels of not less than 50 lux.

54 of 63


Section Subject



5. Tunnel lighting levels shall be maintained during normal and emergency

power conditions.

6. Exit lights and escalator demarcation lights shall be supplied with emergency power system.

3.0 LIGHTING QUANTITY REQUIREMENTS 3.1 LIGHTING CALCULATIONS 3.1.1 All lighting calculations for both illuminance and luminance shall be submitted.

The calculation method used shall be the most appropriate for the type of space, activity, and task. The calculation method shall be consistent with the selected lighting equipment.

3.1.2 The expectation is that the lighting will be used creatively to support the

architectural concepts and provide the perception of a comfortable, safe environment. A written statement describing all lighting concepts, to achieve these goals, shall be clearly stated and supported by relevant calculations.

3.1.3 The appearance of surfaces and people shall be considered in the lighting

composition. Horizontal and vertical luminance ratios shall be stated, where relevant. Attention shall be given to the sequence of spaces and transitions from one space to another.

3.1.4 Lighting calculations, shown in lux or candelas per square meter, shall be

submitted to support the lighting design development for each designated area or room.

3.1.5 The lighting calculations and design shall conform to Appendix A & B. Average

Maintained Illumination levels with associated light-loss factor. 3.1.6 The Lighting calculations shall provide an Average: Minimum ratio of 3:1 for

areas listed under Appendix A & B. 3.2 ILLUMINANCE VALUES 3.2.1 Illumination values shall be in accordance with the values listed in:

• Appendix A, Illuminance Values for Station Areas • Appendix B, Illuminance Values for Right-of-Way Areas.

55 of 63

DM–0701-05

ELECTRICAL

Page

10


Section


Lighting

3.2.2 Light loss factors (LLF) shall be within the range of 0.60 to 0.80. The factor selected shall depend on the specific site and application with advised LLF provided in Appendices A and B.

4.0 LUMINAIRE REQUIREMENTS 4.1 GENERAL 4.1.1 In all weather protected, publicly accessible areas both in the interior and the

exterior of the station and associated surface facilities the luminaire to be utilized will be the TTC Standard fixture which uses a 1219mm fluorescent lamp as identified in the Directive Drawings 0701-05.01 through 0701-05.07 (under development) Of the three types available, the surface mounted version is the preferred and should be used wherever possible in public areas.

Where an alternative luminaire (and lamp) is suggested, all photometrics and life cycle costs for the luminaire relative to the standard fixture will be submitted to TTC for review and acceptance.

4.1.2 The types of luminaires shall be minimized and reviewed with consideration for

system wide utilization. Luminaires shall be described by both its physical characteristics and photometric performance, ballast configuration, intended lamp, CRI, colour and lamp life expectancy.

4.1.3 Luminaires shall be based on the following:

• efficiency of energy usage (lumens/watt) • durability • availability for subsequent future replacement • vandalism resistance • high power factor ballasts, ballast disconnecting means shall comply with

OESC Section 30-308. • standard lamps • sealing capabilities • Suitability of location to be installed

4.2 TYPES OF LAMPS Typically, the following types of lamps shall be used:

• fluorescent, standard and compact • high intensity discharge (HID) including;

- metal halide - high pressure sodium.

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11 ELECTRICAL SYSTEMS Lighting

4.2.1 Fluorescent Wattage Kelvin CRI Ave. Lum. Life (hrs.) General Use: Cold Area Use 32W * * 2850 20,000 Warm Area Use 32W * * 2600 20,000 Special Use: (under review) The following lamp shall be utilized for the blue light fixture, associated with

emergency alarm stations (EAS). - 15w * * 900 10,000 4.2.2 High Intensity Discharge (H.I.D.) General Use: Wattage Kelvin CRI Ave. Lum. Life (hrs.) Metal Halide (MH) - 70w * * 4500 10,000 - 175w * * 10800 10,000 - 250w * * 10,000 13,500 - 360w * * 28,000 30,000 - 400w * * 20,500 15,000 Special Use: (i.e.; Designated Waiting Areas, Parking Lots) High Pressure Sodium (HPS) - 70w * * 5,350 24,000 - 100w * * 8,000 24,000 - 150w * * 13,400 24,000 - 250w * * 26,100 24,000 4.2.3 Rights-of-Way, Service and Non-public Areas High Pressure Sodium (HPS) - 35w * * 2,050 16,000 - 50w * * 3,600 24,000 - 70w * * 5,350 24,000 - 100w * * 8,000 24,000 - 150w * * 13,500 24,000 (* Refer to manufacturer's data.)

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4.3 CHARACTERISTICS: 4.3.1 Ballasts shall be of low sound level rating with high frequency (above 20 kHz),

THD < 10%, Instant Start Electronic ballasts shall be utilized and shall be capable to operate in the specified working environment.

4.3.2 Luminaires with low mounting heights in publicly accessible areas shall be

vandal resistant. 4.3.3 Luminaires shall have maximum glare control and have adequate distribution of

light patterns, where low mounting heights must be used. 4.3.4 High pressure sodium lamps shall be avoided (unless colour corrected) where

true colour rendering is important. 4.3.5 Photometric data in lux shall be supplied for all luminaires selected, clearly

stating the ballast and specific lamp used. 4.3.6 Ballast and lamp shall be from the same manufacturer and shall be energy-star

rated. 5.0 LIGHTING CONTROL 5.1 GENERAL (Normal Lighting) 5.1.1 Lighting control system(s) shall assist maintaining or achieving:

• safety • reliability • convenience • energy savings • security • gradual illuminance changes.

5.1.2 The control option or combinations of control options may be used for the

various applications selected but not limited to:

• manual operation of panel board circuit breakers • manual local switching • automatic light sensor-activated switching • automatic timer-activated switching.

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5.1.3 Energy management shall be by local automatic controller with automatic and manual override selector switch for maintenance.

5.1.4 Lighting control for areas requiring emergency lighting shall be operated

manually at the emergency panel board circuit breakers. 5.1.5 Lighting control for areas not continuously occupied shall be operated by

manual local switching and preferably occupancy sensor. 5.1.6 Lighting control systems performed by automatic control devices shall be used

in areas and/or in applications, such as:

• parking lots • landscaping • station areas and property inaccessible to the public during after-hours

operations • Transformer Yards

APPENDIX A ILLUMINANCE VALUES FOR STATION AREAS

AREA AVERAGE MAINTAINED ILLUMINANCE LEVELS

(Lux)

ADVISED LIGHT LOSS FACTOR

(LLF) PUBLIC AREAS • Public Washrooms 200 .75

• Station Entrance - above ground - day - night

150 50

.65

.65 • Stairs 150

.65

• Passageway Enclosed 100 .65 • Station Public Areas 150 .75 • Station Platform 100 .65 • Station Platform edge 200 .65 • Designated Waiting Areas (HID)

250 .65

• Escalator Area 150

.65 • Building Connection 100 .65 • Bus Terminal – Loading and unloading 100 .65 • Bus Terminal - Loops 50 .65 • Passenger pickup and drop-off 50 .65

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(Lux)


(LLF) • Park and Ride open parking

covered areas • general parking • pedestrian areas, ramps and corners¹ • entrance areas²

25

50

100 days /50 nights 500 days /50 nights

.65

.65

.65

.65

• Pedestrian Ways - open - covered

50 100

.65

.65 • Mezzanine 150 .65 • Corridors General and Service Areas 150 .65 • Fare vending machines 250 .65 • Fare barriers/gates 250 .65 • Landscape As require for accent .75 • Traction Power Substation exterior

(transformer yard and control room) 50 .65

STAFF ROOMS • Collector's Booth 200 .65 • Collector's Anteroom 150 .65

• Collector's Washroom 150 .65 • Operator's Lunchroom 250 .65 • Inspector's Room 250 .65 • Staff Washroom 150 .65

• Unassigned Area 100 .65

RETAIL AREAS • Designated Retail Areas 200 .65 • News Stand and Storage 200 .65

ELECTRICAL ROOMS • Electrical Room 250 .65 • UPS Room 250 .65 • Plant Electrical Maintenance Room 150 .65 • D.C. Tie Breaker Room 250 .65 • Communication Room 250 .65 • Telephone Room 250 .65 • Traction Power Room 250 .65 • Communication Maintenance Room 250 .65

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(Lux)


(LLF) • Passenger Station Electrical Room 250 .65 • VFD Room 250 .65 ANCILLARY ROOMS • Line Mechanics' Service Room 250 .65 • Track Patrol Room 100 .65 • Mechanical Room 250 .65 SERVICE ROOMS • Sump Pump Room 100 .65 • Refuse Storage Room 100 .65 • Scrubber Machine Repair Shop 150 .65 • Valve Room 100 .65 • Janitor Service Room 100 .65 • Janitor Closet 100 .65 • Janitor's Change Room 250 .65 • Scrubber Machine Battery Room 150 .65 • Janitorial Relamper's Room 100 .65 • Fire Prevention Room 150 .65 • Carpenter's Room 150 .65 • Plumber's Maintenance Room 150 .65 • Bricklayer's Room 150 .65 • HVAC Room 150 .65 • Subway Ventilation Room (Concourse) 100 .65 • Subway Ventilation Room (Track) 100 .65 • Elevating Devices Storage 100 .65 • Elevator Machine Room 150 .65 • Escalator Service Room 150 .65 • Mechanical Maintenance Shop 150 .65 • Security Room 100 .65

SIGNAL • Local Tower Room 250 .65 • Signal Relay Room 250 .65 • Signal Power Supply Room 250 .65 • Zone Control Panel Room 250 .65 • Signal Motor Alternator Room 250 .65 • Signal Maintainer's Lunchroom 250 .65 • Signal Maintainer's Change Room 250 .65

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(Lux)


(LLF) • Signal Maintainer's Maintenance Room 150 .75 • Signal Maintainer's Storage Room 100 .75

Traction Power Substation • Traction Power Substation Transformer

yard and Control Room (exterior) 50 .65

• Traction power transformer Yard (interior)

50 .75

• Control Room 250 .65 • Cable Room 100 .75 • Battery Room 250 .75 • Washroom 150 .75 • Staff Lunchroom 250 .75 • Rectifier Room 250 .65 • Storage Room 100 .75 MECHANICAL EQUIPMENT SPACE • Escalator Truss 150 .65 • Elevator Shaft ( top ) 100 .65 • Elevator Pit 100 .65

• Elevator Door Entrance and Vestibule 200 .65 NOTES:

1. The effects of daylight shall be considered in applicable areas for day and night periods.

2. In covered areas, the entrance area shall be defined as the portal or physical

entrance to the covered portion of a parking structure to a point 15m beyond the edge of the covering into the structure.

3. Emergency egress paths shall be illuminated to a value of 50 lux, which shall be

supplied from an emergency power source.

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APPENDIX B ILLUMINANCE VALUES FOR RIGHT-OF-WAY AREAS

AREA

AVERAGE MAINTAINED ILLUMINANCE LEVELS

(Lux)


(LLF) Mainline • Underground section - safety walkway/ - cross passage - track

15 15 10

.60

.60

.60 • Portal entrance (within 100 m of portal) - day - night

500 - 501

15

.60 .60

• At-grade section 10 .65 • Elevated guide way - above - public areas below

10 75

.65

.65 • Yards 25 .65 • Vehicle Storage Areas 252 .65 • Vehicle Maintenance Areas 2503

.65

• Track Switch Area 50 .60 • Ventilation Shafts 25 .60 • Emergency Exits 50 .60 • Fire Fighters' Access 100 .65

NOTES: 1. During the day, there shall be a gradual change of illumination level over the 100 m

length of portal tunnel at each entrance/exit. Illumination levels shall change in three steps from 500 lux at the portal 250 lux at 50 m into the tunnel, 50 lux at 100 m into the tunnel.

2. Illumination levels shall include vehicles in place. 3. Maintenance facilities illumination levels shall depend upon the task to be performed.

END OF SECTION

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Michael Pacholok Joanne Kehoe Purchasing and … and Materials Management Division City Hall, 18th...

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