Michael Pacholok, Director Purchasing and Materials Management Division City Hall, 18 th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2 Allison Phillips Manager Professional Services March 30, 2016 Posted via PDF (1 page + 9 attachments) ADDENDUM NO. 1 REQUEST FOR QUOTATION NO. 3204-16-7045 CLOSING: 12:00 NOON (LOCAL TIME), APRIL 11, 2016 For: Non-exclusive provision of Cleaning and Closed Circuit Video (CCTV) Inspection Services for Sewer Sections with Abandoned CCTV Surveys at various locations within the Toronto East York and Scarborough Districts Please refer to the above Request for Quotation (RFQ) document in your possession and be advised of the following: I. REVISION Please find attached nine (9) attachments to be added to the RFQ document, which were not previously included. Should you have any questions regarding this addendum contact Patricia Vasquez at (416) 392- 6808 or [email protected]Please attach this addendum to your RFQ document and be governed accordingly. Bidders must acknowledge receipt of all addenda in their Quotation in the space provided on the Quotation Request Form as per the Process Terms and Conditions, Section 1, Item 3 - Addenda, of the RFQ document. All other aspects of the RFQ remain the same. Allison Phillips Manager Professional Services
Transcript
Michael Pacholok, Director Purchasing and Materials Management Division City Hall, 18th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2
Allison Phillips Manager Professional Services
March 30, 2016 Posted via PDF
(1 page + 9 attachments)
ADDENDUM NO. 1
REQUEST FOR QUOTATION NO. 3204-16-7045
CLOSING: 12:00 NOON (LOCAL TIME), APRIL 11, 2016
For: Non-exclusive provision of Cleaning and Closed Circuit Video (CCTV) Inspection
Services for Sewer Sections with Abandoned CCTV Surveys at various locations within the
Toronto East York and Scarborough Districts
Please refer to the above Request for Quotation (RFQ) document in your possession and be
advised of the following:
I. REVISION
Please find attached nine (9) attachments to be added to the RFQ document, which were not
previously included.
Should you have any questions regarding this addendum contact Patricia Vasquez at (416) 392-
1 Carry-out site/CCTV Inspection (V1) to plan and schedule the required cleaning equipment including standard flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads).
each $_________
180$___________
2 Supply combination sewer cleaning truck including operator & assistant capable of water pressure cleaning, vacuuming/removing debris and variety of reaming attachments for removal of Fixed Debris, standard flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads).
hr $_________
1,200$___________
3 Supply robotic cutter truck including operator & assistant, built-in camera system, self-propelling system with capability of cutting Fixed Debris/protruding connections/hard objects, standard flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads).
hr $_________
300$___________
4 Supply CCTV Truck with operator & assistant for assisting with reaming and vacuuming operation
hr $_________
1,200$___________
5 Supply man-entry cleaning team for cleaning large diameter sewers (900mm and up) including combination sewer cleaning truck with operator & assistant, CCTV Truck with operator & assistant, man-entry cleaning crew consisting of 2 labours and a utility truck/trailer with pneumatic powered hand tools for removal of Fixed Debris and standard flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads).
hr $_________
300$___________
APPENDIX C – PRICING FORM
Item Standard / Special
Specification
Description Estimated Quantity
Unit Unit Price
Adden- dum No.
Standard/ Special Drawing
Total Per Item
6 Supply final Analog MH-MH CCTV inspection (V3) for 150mm up to and including 900mm sewers including hydraulic flushing prior to inspection, flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads)
m $_________
10,500$___________
7 Supply final Analog MH MH CCTV inspection (V3) for sewers larger than 900mm including hydraulic flushing prior to inspection, flow control employing pumps (up to 150mm pump with minimum 1200 GPM capacity), plugging and/or blocking methods (local roads).
m $_________
500$___________
8 Supply disposal services for decanted debris including all travelling and all other disposal costs
t $_________
100$___________
9 Additional one-time cost above and over items 1, 2, 3, 4, 5, 6 and 7 to carry out work on arterial road with regardless of number of set ups per each MH MH Sewer Section.
each $_________
85$___________
10 Prepare sewer by-pass and spill response plans as per TS 4.01 Standard Specification for Sewer By-passing where standard flow control is not applicable (i.e. flows exceeding 4,540 litre/minute or 1,200 UGPM). (Provisional)
each $_________
3$___________
11 Allowance for sewer by-passing as per TS 4.01 Standard Specification for Sewer By-passing where standard flow control is not applicable (i.e. flows exceeding 4,540 litre/minute or 1,200 UGPM) based on Contractor's invoice for labour, material and equipment or as per negotiated price with Contract Administrator.
PS $75,000.00
1$75,000.00
12 Allowance for accessing sewers (i.e., exposing and adjusting buried MH's top to grade, plates for entering ravin areas and etc.) based on Contractor's invoice for Sub-Contractor's work, labour, material and equipment or as per negotiated price with Contract Administrator.
PS $30,000.00
1$30,000.00
APPENDIX C – PRICING FORM
Item Standard / Special
Specification
Description Estimated Quantity
Unit Unit Price
Adden- dum No.
Standard/ Special Drawing
Total Per Item
13 Additional labour costs per person to carry out work outside of normal working hours (for work after 7pm, on weekends and/or holidays)
hr $_________
2,000$___________
14 TS 1.00 Supply Police Officer for Traffic Control, rate to include police administration fee
hr $_________
300$___________
15 Supply Police Officer with a police car for Traffic Control, rate to include police administration fee
hr $_________
100$___________
16 Contingency Allowance PS $200,000.00
1$200,000.00
Total For Part A CCTV Inspection
Summary of Tender Total
Part A CCTV Inspection
Total Bid Price = $X
Company GST/HST Registration number:
HST Amount (13%) = $Y
Grand Total = $X + $Y
Please indicate this amount on the RFQ Cover Page 1 – Total Base Bid Price
APPENDIX "F"
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
S 1. DAILY SCHEDULE AND COMMUNICATION ............................................................... 3
S 2. PUBLIC RELATIONS ..................................................................................................... 3
S 3. ACCESSING SEWERS ................................................................................................. 3
S 4. CLEANING OF SEWERS .............................................................................................. 3
S 5. REMOVAL AND DISPOSAL OF MATERIALS IN SEWER LINES ................................ 4
S 6. MECHANICAL/ROBOTIC CLEANING ........................................................................... 5
S 7. USE OF HYDRANTS AND WATER .............................................................................. 6
S 8. SEQUENCE OF WORK ................................................................................................. 6
S 9. REVERSALS .................................................................................................................. 6
S 10. ABANDONMENT OF SURVEY ..................................................................................... 7
S 11. RECOVERY OF EQUIPMENT ....................................................................................... 7
S 12. DATA COLLECTION EQUIPMENT AND SOFTWARE ................................................. 7
S 13. ROBOTIC TRACTOR TO TRANSPORT CAMERA WITHIN THE SEWER ................... 8
S 14. ANALOG CCTV INSPECTION CAMERA FOR SEWERS ............................................. 9
S 15. INSPECTION REQIREMENTS .................................................................................... 11
S 16. MAINTENANCE HOLES .............................................................................................. 11
S 17. FLOW CONTROL, PUMPING OR BY-PASSING ........................................................ 12
S 18. PLUGGING AND BLOCKING ...................................................................................... 12
S 19. SEWAGE SPILLS DUE TO CONTRACTOR'S WORK ................................................ 13
S 20. AFTER HOURS WORK ............................................................................................... 13
S 21. SEWERS ON MAJOR ARTERIAL ROADS AND TRACK ALLOWANCES ................. 13
S 22. INSPECTION REPORTS AND HARD DRIVES ........................................................... 13
S 23. QUALITY CONTROL ................................................................................................... 14
S 24. EXTRA WORK ............................................................................................................. 15
S 25. PAYMENT .................................................................................................................... 15
S 26. SIGNAGE ..................................................................................................................... 15
S 27. CONFINED SPACES ................................................................................................... 15
S 28. TRAFFIC REQUIREMENTS ........................................................................................ 16
S 1. DAILY SCHEDULE AND COMMUNICATION
The Contractor shall, on the working day prior to the Work being done, notify the Contract Administrator with a daily schedule by e-mail before 7:00 am on a daily basis including starting and finishing time for each day. Any problems encountered during the undertaking of the Work must be immediately communicated to the Contract Administrator. The Contractor shall provide a list of 24-hour emergency contact telephone numbers for all key Personnel of the Contractor who shall be available, by cell phone at a local area code or toll free numbers, for contact by the Contract Administrator. Costs associated with the provision and maintenance of such communication systems shall be included in the Unit Rate for an item in the Pricing Schedule.
S 2. PUBLIC RELATIONS It is crucial in undertaking this Agreement that good public relations be maintained between Toronto Water and its customers. Enquiries, complaints and problems are to be responded to immediately by the Contractor. The Contract Administrator shall be promptly notified by the Contractor of any such customer enquiries, complaints and problems. The Contractor is reminded that prompt, courteous service is essential for the successful completion of this Agreement.
S 3. ACCESSING SEWERS
Payment for unforeseen issues regarding accessing sewers for inspection and cleaning purposes such as exposing buried MH's top, plates for entering ravines and etc. shall be based on the Contractor's invoice for labour, material and equipment or as per a negotiated price with the Contract Administrator and shall be made under applicable allowance item in the Pricing Form. In view of the difficult access in ravines, the Contractor must provide a minimum of 500 metres of continuous cable for this item. Typical inspections will proceed from the last standard road allowance maintenance hole to the outfall structure or trunk connection. In instances where 500 metres of continuous cable is not sufficient for inspection, the Contractor shall provide a remote/portable CCTV unit. The transport of the remote/portable unit will be determined on a case by case basis. The contractor will be compensated for transportation equipment as per Extra Work.
S 4. CLEANING OF SEWERS
A preliminary CCTV inspection (V1) must be carried out on all sewer sections to plan and determine what equipment are required to clean and complete final analog MH-MH CCTV inspection (V3). All sewers shall be cleaned by hydraulic flushing prior to final analog MH-MH CCTV inspection (V3). Sewer sections shall be flushed and cleaned using hydraulically propelled or high velocity sewer cleaning equipment.
Payment for work associated with the cleaning of sewers shall be made at the unit rates in the Pricing Form.
Where cleaning of sewers is required with mechanical equipment in order to carry out the inspection (i.e. blocked sewer due to heavy calcite, roots and etc.), the cleaning and inspection shall proceed as per Clause for "MECHANICAL/ROBOTIC CLEANING". For large diameter sewers, if remote mechanical/robotic cleaning is not feasible, the Contractor shall clean the pipe using man-entry crews. The cleaning crew shall have all appropriate safety training required for confined space entry (see "CONFINED SPACES" Clause for more details). When obstructions cannot be removed using mechanical cleaning method, Contractor shall try to get a complete survey by carrying out a reversal as per Clause for "REVERSALS" and "ABANDONMENT OF SURVEY". If complete survey is not achieved by a reversal, the Contractor will identify the survey as "Abandoned Survey" and shall notify the Contract Administrator. The following general requirements apply to all cleaning work at all times: Precautions shall be taken to ensure that no flooding of public or private property occurs
during any phase of the cleaning.
The City of Toronto will not be responsible for time lost due to equipment breakdown, or worker incompetence, unless it can be demonstrated to the Contract Administrator that any delays were beyond the Contractor’s control.
Selection of the cleaning equipment used shall be based on the conditions of the lines at the
time the work commences. The equipment and methods selected shall be satisfactory to the Contract Administrator.
Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. Whenever hydraulically propelled cleaning tools, which depend upon water pressure to provide their cleaning force, or any tools which retard the flow of water in the sewer line are used, precautions shall be taken to ensure that the water pressure created does not cause any damage or flooding to public or private property being served by maintenance hole section involved.
All sludge, dirt, sand, rocks, grease and other solid or semi-solid material resulting from the
cleaning operations shall be removed at the downstream maintenance hole of the section being cleaned. Passing material from maintenance hole section to maintenance hole section shall not be permitted. Screens shall be placed in the sewer lines at the downstream maintenance holes at all times before cleaning. Contractor shall be responsible for the removal and disposal of all debris flushed from the sewer line.
S 5. REMOVAL AND DISPOSAL OF MATERIALS IN SEWER LINES
In accordance with the requirements of Section 27 of the Environmental Protection Act and subject to all terms and conditions related to Waste Management, the Contractor will be responsible for the complete removal and disposal off site, of all foreign materials flushed, scraped, or cut out of the sewer line. Flushing and abandoning of debris in sewer lines is not permitted. The Contractor shall submit his/her MOE license with their bid submission. Prior to commencement of the Contract, the Contractor shall notify the Contract Administrator of the disposal site(s). The Contractor shall also provide the Contract Administrator with the following documentation attached to all relevant invoices for each disposal unit:
Contract Name and No.
Vehicle ID – License Number Date of Disposal Time of Disposal Origin of Debris – Sewer ID Number(s) Net Weight. of Load Provide log books and scale printouts to the Contract Administrator.
All debris must be decanted prior to disposal. Off-site debris dewatering facilities must meet Provincial environmental regulations and requirements. Obtain approval from Contract Administrator if the facility is located within the City of Toronto. Provide copies of required licences, permits and relevant documentation required for dewatering facility to the Contract Administrator before starting the Work. The sediment/sludge shall not be allowed to escape to downstream during the jetting operation. For disposal costing purposes, assumption shall be made that the composition of sewer debris material that requires disposal will pass the MOE Schedule 4 Leachate Quality Criteria using MOE Regulation 558 TCLP Leachate Extraction Procedure for metals and MOE Regulation 558 Zero Headspace Extraction Procedure for Volatile Organic Compounds. Should the material not meet the criteria, the disposal costs will be determined based on a cost plus basis (cost plus 10%). The Contractor is required to submit supporting documentation regarding the disposal site. The weigh bills/tickets must be submitted to the City on daily basis. The method and equipment used by the Contractor in carrying out the Work must be capable of de-watering the sewer debris to a point that passes the MOE Regulation 558 Schedule 5 Test Method for the Determination of "Liquid Waste" (Slump Test). The disposal of decanted debris shall be performed on a per tonne basis as per applicable unit rates in the Pricing Form including all travelling and all other associated disposal costs.
S 6. MECHANICAL/ROBOTIC CLEANING This work is required where the condition of existing main sewer does not permit passage or
operation of the CCTV inspection equipment within the main sewer due to Fixed Debris such as heavy calcite, roots, grease, etc. This may also include removal of protruding service connections and reaming/cutting/grinding of Fixed Debris.
Reaming, Cutting and Grinding of Fixed Debris The main sewer shall be reamed to remove deposits and protrusions using an approved reaming
method. Deposits and protrusions may include (but are not limited to), calcite build up, roots and protruding service connections. An acceptable CCTV camera must monitor reaming operations. Reaming shall mean reaming, cutting or grinding as required. Reaming shall be as sufficient to allow passage and operation of the CCTV inspection equipment.
Protruding Service Connections Any service connections that protrude into the sewer section and prevent passage or operation
of the CCTV inspection equipment shall be sufficiently cut or ground back, Cut back protruding service connections shall be smooth and even with no jagged edges. If the service lateral piping or service connection is damaged or broken by the Contractor, then the Contractor shall repair the damage (by using excavation if necessary) to the satisfaction of the Contract Administrator. The Contractor shall submit for approval, the proposed method of repair and reinstatement for damaged sewer service connections.
Precaution to Prevent Damage to the Main Sewer, Service Connection or Service Pipeline
The Contractor shall plan and execute the reaming operation to prevent damage to the main sewer, the sewer service connection or sewer service pipeline. Proper precautions shall be taken by the Contractor to ensure that the reaming operation does not cause damage and does not result in reamers or cutters becoming jammed within the sewer, service connection of sewer service pipeline. Any extraction of reaming tools (or other equipment), including extraction by excavation, is the responsibility of the Contractor.
S 7. USE OF HYDRANTS AND WATER
Fire hydrants shall not be used without permission from the Contract Administrator. When water from the fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant.
Operation of hydrants should comply with standard operating procedure. When hydrants are opened, they should be flushed free of rust, and should always be bled after being used. A list of User Hydrant Locations, Appendix "L", that the Contractor may use, form part of this Contract. Only hydrants on the list shall be used. Only where direct connections of Hydrant to Flusher Truck are necessary (for the cleaning of sewers), will the use of other hydrants be permitted. The Contractor shall maintain a log of all hydrants used and submit a copy of the log to the Contract Administrator on a daily basis. Winter use of hydrants between November 15 and March 15 must be reported to Toronto Water Dispatch Centre at (416) 338-3486. Water Hammer - To reduce the risk of damage to water mains, (from the destructive forces of water hammer), a backflow preventer valve (with documentation that unit is being tested) must be used, when using gate or ball values that go from being fully open to fully closed within a quarter turn (90 degree rotation), otherwise these type of valves should not be used. Also, water hoses directly connected to hydrants, should not be laid across a road and exposed to vehicular traffic, without the protection of a ramp.
S 8. SEQUENCE OF WORK
The (CCTV) inspection of the sewer shall be carried out as follows: Carry out preliminary CCTV (V1) to plan and determine the required cleaning method and
equipment to complete the final CCTV (V3).
Clean sewers using appropriate cleaning method to enable completion of final CCTV inspections.
Flush all sewers to remove all loose debris prior to final CCTV inspections (V3). Measure the linear distance between the inside walls of the maintenance holes at each end
of the section using a measuring wheel.
Dewater to ensure that the flow in the pipes will be controlled to a maximum depth of 10% of the pipe diameter to permit viewing of the pipe walls during the inspection.
Carry out Final CCTV Inspection (V3).
Submit portable hard drives containing all video (V1 & V3), CCTV reports and data files for
each sewer section to the Contract Administrator on a monthly basis. S 9. REVERSALS
When the CCTV camera, during the course of a sewer inspection (survey), is obstructed in its progression from maintenance hole to maintenance hole, then a reversal must be performed, where the survey is paused and resumed from the opposite maintenance hole. There will not be a separate item for Reversal Setups. The cost for this work shall be included in the CCTV Inspection unit price. Obstructions due to other utilities obstructions (i.e., gas pipes, water service pipes and etc.). All utility obstructions which are impeding the flow must be reported immediately to the Contract Administrator. The Contract Administrator will make arrangements with the appropriate Division within Toronto Water and/or Utility Company (Enbridge Gas) aware of the situation and allow them to carry out corrective action to eliminate the utility obstruction and/or repair the sewer pipe section involved;
S 10. ABANDONMENT OF SURVEY Abandonment of the CCTV survey may be considered after reversal is completed in any of the following circumstances:
Inability to maintain picture quality due to condition of sewer;
Risk to the Contractor’s equipment;
Inability to locate the maintenance holes or inability to gain access to the maintenance holes;
Risk to Contractor’s operations due to unsafe conditions;
The Contractor shall include in the CCTV report any of the above circumstances.
S 11. RECOVERY OF EQUIPMENT
In the event that the Contractor is unable to retrieve equipment from a sewer, the Contractor shall be responsible for all costs relating to the recovering of or damage to the camera system and any other equipment in any sewer forming part of the survey. The Contractor shall be liable for all costs and damages incurred by the City of Toronto in the recovery of such equipment unless the Contractor has demonstrated to the satisfaction of the Contract Administrator that the loss of such equipment was for reasons beyond the Contractor’s control.
S 12. DATA COLLECTION EQUIPMENT AND SOFTWARE
Video footage must be recorded in real time. A hard drive linked to the software must allow for on-site recording onto a portable hard drive (160GB minimum size) of all video and database material required by the Contract Administrator, at a bit rate of 3,000 Kbps. Based on the above specifications, it would take approximately one minute to process 7 MB of data. Output format is 640 X 480.
The quality of the recording and the film volume must be confirmed by the Contract Administrator.
The camera, monitor and other components of the video system must produce a colour image and a clear, precise recording that makes it possible to accurately distinguish between the various elements encountered in the pipe or maintenance hole
The CCTV video recording must be indexed to the textual data. The field survey must record the time index on the video, which shows the image(s) corresponding to the text record. The indexing must include the start time of the entire survey and the exact time number for each pipe feature/defect recorded in the data. This indexing will permit the user to view a particular sewer pipe or a particular feature/defect in a pipe, after inserting and/or linking to the appropriate media type, and then advance to the stored time index in the WMV file, then display the image(s).
1) The video recording is encoded in WMV format in the inspection vehicle. 2) WMV File Naming Convention must be:
S 13. ROBOTIC TRACTOR TO TRANSPORT CAMERA WITHIN THE SEWER
Contractor must have a small tractor that is able to operate in a minimum 150mm diameter pipeline with enough clearance to negotiate offsets and debris up to 800mm diameter pipeline. Tractor must be no more than 350mm in length.
Contractor must have a medium tractor that is able to operate in a minimum 150mm
diameter pipeline with enough clearance to negotiate offsets and debris up to 1800mm diameter pipeline. Tractor must be no more than 500mm in length.
Contractor must have a large tractor that is able to operate in a minimum 200mm diameter
pipeline with enough clearance to negotiate offsets and debris up to 2500mm diameter pipeline. Tractor must be no more than 500mm in length.
All tractors must be designed utilizing wheels/tires as it’s mode of propulsion. Tracked
crawlers or other modes of propulsion shall be deemed unacceptable. Testing has been completed and wheeled tractors have the attributes needed to properly inspect pipelines maintained by Toronto Water.
Medium tractors must be steerable with each side able to be independently operated to
provide skid-steer style of turning. Tractor must have two internal motors for this operation. Steerability aids in negotiating bend and change of pipe direction.
All tractor drive components must be encased by the tractor body allowing for minimal
maintenance needs and minimal downtime of Contractors. All tractors must have a dual swivel cable connector allowing for both X & Y axis to pivot,
allowing for minimal cable maintenance needs and minimal downtime of Contractors due to cable damage.
The camera connection shall be movable around all planes with the small tractor and
moveable in the vertical plane with the medium and large tractor to assist in positioning in confined areas and providing camera protection during impact with objects.
All tractors must have continuously adjustable speed with speed set. All tractor housings must be pressurized to a minimum of 1 bar to avoid water egress from
damage or wear. A low-pressure situation will alert the operator with an audible tone and text
message on the camera controller’s diagnostic display. This feature ensures Contractors downtime will be at a minimum.
All tractors may be supplemented with various wheel sets, a tractor height extension,
additional weights, and / or auxiliary LED lighting. All tractors may be outfitted with an inclinometer module to monitor and log the pitch and roll
of the tractor in the pipeline. All tractor bodies must be manufactured from solid brass for weight to ensure maximum
traveling distance and coated with a chrome finish to facilitate cleaning so that Contractor minimizes employee exposure to waste.
All fasteners must be manufactured from a non-corrosive material such as stainless steel or
aluminum to ensure efficient changing of wheels and other features while on the jobsite. All tractors must have lowering hooks mounted to work in connection with a claw to enable
insertion and extraction out of manholes with minimal risk to equipment and employees. The medium and large tractor must have a remotely operated motorized camera-elevating
device that allows the camera to be raised and lowered inside of pipeline during operation. Manual elevating of camera will be deemed unacceptable.
Tractors outfitted with motorized camera elevator must be able to raise the camera vertically
a minimum of 210mm Tractors outfitted with motorized camera elevator must have the ability to display the height
of operation in percentage on the main control panel. Tractors outfitted with motorized camera elevator must be pressurized to a minimum of 1 bar
to avoid water egress from damage. A low-pressure situation will alert the operator with an audible tone and text message on the camera controller’s diagnostic display.
The medium and large tractor must have the ability to be operated without the use of a
motorized camera-elevating device for smaller diameter pipelines. S 14. ANALOG CCTV INSPECTION CAMERA FOR SEWERS
The CCTV Pan & Tilt Camera (Colour) system must have the following capacities:
Camera must have pan & tilt function with motorized controls to allow the operator to change the viewing angle from the camera controller.
Camera shall have remote focus controls that can be changed from the camera controller. Camera shall have automatic iris that adjusts light sensitivity based on pipeline conditions
and has the ability to manually set the iris level via a joystick. The camera housing must be pressurized to a minimum of 1 bar to avoid water ingress that
could cause damage. A low-pressure situation will alert the operator with an audible tone and text message on the camera controller’s diagnostic display.
Camera shall have built-in a minimum of 4 groups of 10 white LED lights to illuminate the interior of the pipeline. Light groups must be connected in parallel so that the failure of 1 LED does not affect other LEDs
Camera must have auto upright picture control to insure video image is correctly displayed
on the monitor with the top of the pipe always at the top of the video monitor screen. Camera must have a built-in radio sonde transmitter operating at 32.8 kHz. The transmitter
shall be able to be powered off or on remotely without interrupting the camera operation. Camera must be able to operate in a minimum 150mm diameter pipeline. Camera housing must be cylindrical in design with long radius edges and no protruding
surfaces to catch on during operations. Camera CCD imaging chip must have a minimum of 380,000 pixels Camera aperture angle shall be no more than 67 degrees diagonal Camera photosensitivity shall be no more than 2 lux Camera resolution shall be no less than 470 of horizontal resolution Camera must have 360 degrees of continuous rotation. Camera rotation must be on the horizontal axis of the main connector with a slipring through
the geometric center of the camera to reduce unnecessary strain on moving parts and connectors during operation.
Camera rotation must be controllable between 2 speeds of rotation Camera must have 240 degrees of total pan with no less than 300 degrees angle of view. Camera shall have a zero (home) position where the camera views straight ahead and the
upright picture control automatically enables. All fasteners used on the camera must be recessed so that no protruding fasteners to catch
during operations. Camera housing must be constructed of hard-anodized high strength aluminum with a
documented testing of shock resistance of 1 kg / height of fall 700mm. Camera light housing must be constructed of high strength polycarbonate with a documented
testing of shock resistance of 1 kg / height of fall Camera lens protective front window shall be constructed of a special glass with a documented testing of shock resistance of 1 kg / height of fall 400mm
A tool and spares kit, and storage transport case must be provided. The cameras and transmission cables utilized under this contract shall produce colour
recordings and the recording equipment utilized shall produce WMV digital recordings (one WMV per sewer inspection).
The equipment and cables utilized shall be capable of inspecting a minimum sewer length of
150 metres, without reversal.
The Contractor will equip the inspection units and crew supervisor with a cellular telephone utilizing a local Toronto telephone number and will provide the Contract Administrator with the cellular telephone numbers.
Each inspection unit shall be equipped with all fans and/or blowers necessary to remove any
fog that may be present in the sewers during inspection.
S 15. INSPECTION REQIREMENTS
The maximum speed of the camera during the inspection shall be 10 metres/minute.
Where a structural defect identified as a fractured, broken, missing or collapsed pipe is encountered, the camera shall be stopped and rotated to permit inspection of the defect at an angle or 90o.
The camera shall be stopped to ensure accurate recording of all defects or drain connections. At each drain connection the camera shall be stopped, pan and tilted to identify whether live or capped and to record condition and position.
For all analog CCTV video inspections, a still picture shall also be captured and included in
the CCTV report from all major defects such as broken pipes, pipe collapse, utilities crossing the sewer pipe (i.e. water service or gas service), major infiltration, major root mass, major build ups (i.e. calcite, debris, grease and etc.) and etc.
All major defects that will require spot dig repair must be marked on the surface with paint.
The camera lens shall be kept clean at all times. No inspection of a sewer shall proceed
while the camera lens is dirty (i.e. it impairs the operators’ ability to accurately encode features).
The sewer section shall be kept clear of fog during the inspection. No inspection of a sewer
shall proceed while fog is present in the pipe.
The chainage shall commence at the inside wall of the starting maintenance hole and shall be accurate to within 1.0 percent of the length of the sewer as compared to the wheel measurement. If the chainage is not accurate to within this limit, the inspection will be rejected. The chainage indicator shall be adjusted to indicate the chainage of a point on the wall of a sewer as it passes the periphery of the picture.
The inside wall of the maintenance hole at each end of the sewer section shall be clearly visible on the inspection videotape.
S 16. MAINTENANCE HOLES
All significant defects must reported to Contract Administrator and be denoted within the comments area of CCTV inspection report. Uncharted maintenance holes and sewer main shall be identified using the "Uncharted Assets Naming Convention" as detailed in Appendix "J", attached. For all buried and/or uncharted maintenance holes the Contractor must obtain and provide GPS co-ordinates, sketch showing ties and chainage from existing assets. The Contractor must provide GPS co-ordinates of the MH cover accurate to 0.30 metre horizontally in the standard coordinate system (Modified Transverse Mercator, North American Datum 1927) used by the City of Toronto Surveying and Mapping Section.
If requested by the Contract Administrator, the contractor shall arrange to expose the buried maintenance hole’s cover at the City’s expense.
S 17. FLOW CONTROL, PUMPING OR BY-PASSING
When interruption of sewer line flows is necessary to effectively conduct the inspection operations, the Contractor shall, subject to the approval of the Contract Administrator, control flows using plugging and blocking methods.
A sewer line plug shall be inserted into the line at a maintenance hole upstream from the section to be inspected. The plug shall be designed so that all or any portion of the sewage flows can be released. During the inspection, flows shall be shut off in order to enable proper inspection of the pipe invert. Sewage levels upstream of the plugged section shall be monitored at all times. After the work is completed, flows shall be restored to normal.
All costs associated with the standard flow control (4,540 litre/minute, 1200UGPM) using pumps/siphons, plugging and blocking methods shall be included in the unit prices for the cleaning and inspection of sewers. Excess sewage flows shall be transported through a closed pipeline or by tank trucks to the nearest or most economical disposal area. The size for all by-pass pumps shall include up to (and including) 150 mm with minimum capacity of 1500GPM and all by-pass pumps and related equipment must be silenced equipment or contained within an acceptable sound reduction structure. The Contractor is to make all necessary arrangements with the owners of each building. The work may be carried out during a weekend, or a long weekend, provided all the necessary notifications and arrangements have been made and approval for the weekend work has been obtained from the Contract Administrator. For the standard flow control, the Contractor only requires to complete a form which indicates date, time and location of when flow control starts and ends. The form must be emailed to the Contract Administrator for logging and recording purposes as per regulatory guidelines on daily basis. If there is large volume of flows (flows exceeding 4,540 l/m) that cannot be by-passed using a 150mm pump (with minimum capacity of 1500 GPM) and it is necessary and directed by Contract Administrator, the Contractor must prepare a bypass/spill response plan and bypass flows in accordance with the City of Toronto Standard Specification TS 4.01 - Construction Specification for Temporary Sewer Bypass System (see Appendix “I”). The bypassing cost for sewers with high volumes of flow shall be as per a negotiated unit rate with the Contract Administrator. As per O. Reg. 129/04, a Licensed Wastewater Collection Operator must be present on site for initial set up and removal of a bypass system to evaluate and inspect the process and the redirection of wastewater flow within the wastewater collection system. If the bypass system needs to be modified after the initial set up (e.g. adding a pump to the bypass system due to spike in flows, removal of a pump, changing discharge point and etc.), the Licensed Operator's presence on site will be required again during the bypass system modification. The Licensed Operator present on site will give sign-off on the bypass work. Immediately after the flow is redirected, and again after the flow is reinstated, the Licensed Operator will sign a declaration form that confirms his/her presence on site during the flow redirection. The Licensed Operator will also confirm that the locations of the sewer bypass suction and discharge points are in compliance with the Sewer Bypass Plan approved by the City. The declaration form is attached to TS 4.01 specification. The City will provide an inspector who is a Licensed Wastewater Collection Operator and thus, the Contractor crew does not need to be licensed. However, the Contractor is still responsible for preparing a Sewer Bypass Plan in accordance with TS 4.01 Specification.
S 18. PLUGGING AND BLOCKING
A sewer line may be plugged for purpose of CCTV survey if necessary. The sewer line plug shall be inserted into the line at a maintenance hole upstream from the section being cleaned. The plug shall be so designed that all or any portion of the operation flows can be released.
S 19. SEWAGE SPILLS DUE TO CONTRACTOR'S WORK In the event, during any form of flow control (i.e. sewer bypass, sewer plugs and etc.), that raw sewage is spilled, discharged, leaked or otherwise deposited in the open environment, due to the Contractor's work, the Contractor is responsible for any cleanup of solids and disinfection of the area affected and liability for any claims. This work shall be performed at the Contractor's expense with no cost to the City. The Contractor is also responsible for notifying the Contract Administrator and the Ministry of the Environment and Climate Change immediately and complying with any and all regulatory requirements in regard to the size of spill with no cost to the City. The Contractor shall indemnify the City for any Claims, fines, penalties or other costs or damages imposed upon the City by any agency or private party as a result of a spill or improper discharge by the Contractor.
S 20. AFTER HOURS WORK
The hours of work to be adhered to by the Contractor shall be limited to 7a.m. to 7 p.m., Monday to Friday. No work will be permitted on legal holidays; Easter Monday and Remembrance Day, when Remembrance Day falls on a week day (Monday to Friday). The Contract Administrator reserves the right to require all or part/s of any works to be undertaken in weekends or holidays or at any time that traffic or construction conditions warrant to avoid disrupting the normal operation of, schools, businesses or industries etc. Hours of operation on arterial roads will be as directed by Traffic Operations section. A premium will be paid for work on arterial roads as per applicable unit rate item.
Works outside normal working hours may be required (for work after 7pm, on weekends and/or holidays). A premium for additional labour cost will be only paid for work outside normal working hours as per applicable unit rate item, when the work is requested by the City. No premium will be applied for work extended beyond the normal working hours or for weekend/night work that is requested by the Contractor.
Should the contractor work past daylight hours, all provisions must be made to ensure a safe working environment, including portable lights and generators, as necessary.
S 21. SEWERS ON MAJOR ARTERIAL ROADS AND TRACK ALLOWANCES
The inspection of sewers located beneath major arterial roads or TTC streetcar track allowances may be required to be carried out at night or on weekends.
Payment for major arterial road and TTC work shall be at the unit rate in the Pricing Form.
S 22. INSPECTION REPORTS AND HARD DRIVES
A sewer information screen in the format indicated in Appendix "G" shall be displayed for a minimum of 10 seconds at the start of all inspections. Inspection of the sewer shall not proceed while the information screen is being displayed. Upon commencement of, and throughout the inspection, the following information shall be continuously displayed on-screen and captured on the recording: start and ending maintenance hole numbers, street name, continuous chainage, and feature/defect coding as per the National Association of Sewer Companies (NASSCO)
Pipeline Assessment and Certification Program (PACP), in accordance with PACP Reference Manual – Version 6.0.1 – November 2010, as per Appendix "H", Attached. The sewer inspection reports shall be in the format identified in Appendix "H", as adopted from the PACP Reference Manual – Version 6.0.1 – November 2010. The report shall identify the chainage and defect code for all defects and construction features as established from the classification definitions. Alternative classification systems will not be accepted. CCTV inspection and defect coding shall be carried out by operators with valid NASSCO PACP Certification and the Contractor must provide sufficient evidence of training by an approved entity (individual, association, etc.) that has been approved by the Contract Administrator. The Contract Administrator may at any time during this contract specify a form of training or certification to be undertaken by inspection operators based on the current standard or any other industry standard the City adopts in the future. The Contractor shall submit to the Contract Administrator on a weekly basis portable hard drives in a sewer.dat format and an access database.mdb (CT Spec format) from a data validated software source. The reports shall be in a format that will enable direct down loading of the data into Data Management System.
S 23. QUALITY CONTROL
The Contractor shall implement a formal coding accuracy and maintenance hole numbering accuracy verification system at the onset of the work to ensure that accuracy requirements are met. Use the following procedure as a base and adjust review frequency as required:
Calculate accuracy as a function of the number of defects or construction features not recorded (omissions), and the correctness of the coding and classification recorded.
Verify coding accuracy and maintenance hole numbering accuracy on a random basis, on a minimum of 10% of the inspection reports. Submit the coding accuracy and maintenance hole numbering accuracy checks along with the corresponding Portable hard drive.
Perform a minimum of two accuracy verifications for each operator for each week working. Re-code inspections not satisfying the accuracy requirements and check the accuracy of the inspection immediately preceding and following the non-compliant inspection verified by the Contractor. Repeat this process until the proceeding and subsequent inspections meet the accuracy requirements
The Contract Administrator will review inspection reports, portable hard drive to
ensure compliance with the specifications; only inspections with minimum accuracy for header information of 95%, and minimum detail accuracy for defects and features of 85% will be accepted.
The Contract Administrator will review submittals and confirm acceptance within ten (10) working days of submission.
The Contract Administrator will adjust the frequency of review based on the accuracy of the work being submitted.
The Contract Administrator will return non-compliant submissions to the Contractor, for correction at the Contractor's expense.
The Contractor shall resubmit corrected submissions within five working days.
Operators failing to meet the accuracy requirements on two occasions will not be permitted to code on the remainder of the project.
S 24. EXTRA WORK
The Contractor might be required to carry out extra work in the same proposed geographical areas.
The Contractor shall do extra work in connection with this Contract as the Contract Administrator may order in writing. If such extra work or any part thereof be of such character that it may be covered by contract items for which unit prices are in the Pricing Form, then and in that case the City will pay, and the Contractor will accept as full compensation for such extra work, or such part thereof, the amount computed by applying the unit prices to the quantities of extra work falling under the items as per applicable clause of the City of Toronto General Conditions of Contract.
If such extra works as directed by Contract Administrator, or any part thereof, are not covered by the regular pay items of this Contract, the City shall pay the Contractor on a “Time and Material” basis in accordance with provisions of the General Conditions of Contract or such extra work may be paid for at prices mutually agreed upon at the time by the City and the Contractor.
S 25. PAYMENT
Payment for the Work or parts thereof shall be in accordance with all requirements in the Technical Specifications and in accordance with the terms and conditions in and at the Unit Rate for the Unit Rate Item in the Pricing Schedule and shall be all-inclusive, unless expressly stated otherwise. All items in the Pricing Schedule shall include all travelling costs.
S 26. SIGNAGE
All equipment shall be clearly identified on both sides with City of Toronto hired equipment signs, to be provided by the City, to permit ready positive identification. These signs are not to be displayed under any circumstances when the equipment is not executing this Contract on the City of Toronto’s behalf.
S 27. CONFINED SPACES
Work under this contract might require confined space entry in maintenance holes and sewer pipelines. This confined space entry work will require conformance with all latest and current applicable health and safety regulations and their associated amendments. The Contractor is required to be trained and certified in the applicable health and safety requirements. The Contractor is required to provide all required health and safety equipment including breathing air supply, both portable and piped supply, for the inspection situations where this will be required. The Contractor shall ensure that a written confined space program is developed, implemented and maintained according to the Occupational Health and Safety Act and Regulations for Construction Projects. A competent worker shall test and evaluate a confined space before a worker enters it to determine whether it is free from hazard to a worker while the worker is present in it as often as necessary to ensure that it remains free from hazard. The employer shall keep a permanent record of the daily results of all tests performed on a confined space.
S 28. TRAFFIC REQUIREMENTS
Signs, the placement of signs, flashers and channelizing methods for the guidance and protection of pedestrian and vehicular traffic must conform to the Ontario Traffic Manual Book 7, Ministry of Transportation;
Materials and equipment must be confined to one side of the street only and stored so as not to interfere with visibility and/or corner movements;
Sidewalks must not be totally obstructed at any time;
Satisfactory facilities for pedestrians crossing at corners must be provided;
Flag person to guide pedestrian and vehicular traffic when required must be provided;
Work that may cause interruption to traffic on rush-hour routes as determined by the Contract Administrator must not be carried out during rush-hour periods: 7:30 to 9:30 a.m. and 3:30 to 6:30 p.m.; and
Maintain access to all streets at all times.
The Contract Administrator will provide the Contractor with a Temporary Street Occupation permit. The Contractor is responsible for displaying a copy of this permit on the windshield of each vehicle and is subject to the conditions listed; and
The Contractor will submit the RoDARS Restriction Notice to Traffic Dispatch at least 48 hours prior to commencing work on any roadway with a designated TTC bus route.
Surface Spalling (SS) M SSSM 2Aggregate Visible (AV) M SAVM 3Aggregate Projecting(AP) M SAPM 3Aggregate Missing (AM) M SAMM 4Reinforcement Visible (RV) M SRVM 5Reinforcement Corroded (RC) M SRCM 5Missing Wall (MW) M SMWM 5Other (Z) M SZM N/A
Surface Damage Not Evident (Z) Roughness Increased (RI) Z SRIZ 1Surface Spalling (SS) Z SSSZ 2Aggregate Visible (AV) Z SAVZ 3Aggregate Projecting (AP) Z SAPZ 3Aggregate Missing (AM) Z SAMZ 4 —
Reinforcement Visible (RV) Z SRVZ 5Reinforcement Corroded (RC) Z SRCZ 5Missing Wall (MW) Z SMWZ 5Other (Z) Z SZZ N/A
TS 4.01.08 QUALITY ASSURANCE – Not Used ................................................. 6
TS 4.01.09 MEASUREMENT FOR PAYMENT – Not Used .................................. 6
TS 4.01.10 BASIS OF PAYMENT ......................................................................... 6
Construction Specification for Sewer Bypass Flow Pumping Page 2 of 7
TS 4.01 – April 2013
TS 4.01.01 SCOPE
This specification covers the requirements related to sewer bypass flow pumping used for the temporary conveyance of trunk or local storm, combined or sanitary sewage flows around a Working Area.
The Work shall include the following: design of a fully operational temporary sewer bypass system, commissioning and decommissioning, spill prevention and cleanup, traffic protection and road crossings.
TS 4.01.02 REFERENCES
This specification refers to the following standards, specifications or publications:
Provincial Statute Ontario Regulation 129/04 Licensing of Sewage Works Operators Regulation City of Toronto Standard Specification TS 4.60 Construction Specification for Utility Cut and Restoration
TS 4.01.03 DEFINITIONS
For the purpose of this specification, the following definitions apply:
Licensed Wastewater Collection Operator means a person licensed as an operator in the province of Ontario. The person performing operational duties holds a valid license under Ontario Regulation 129/04.
Engineer means the licensed individual or firm responsible for the design of the works or their designate and registered with the Professional Engineers of Ontario.
Temporary Sewer Bypass System means temporary piping, plugs, pumping and standby equipment installed and operated for the purpose of intercepting the incoming sewage flow, conveying the flow around the work area, and discharging the flow into the existing sewer system downstream of the work area.
TS 4.01.04 DESIGN AND SUBMISSION REQUIREMENTS
The Contractor shall prepare and submit the following:
a) Sewer Bypass Plan ensuring there is capacity and size to handle the existing peak flows and surcharge flow rates at all times during the bypass operation; and
b) Spill Response Plan.
The Sewer Bypass Plan and Spill Response Plan shall be submitted four weeks prior to the start of construction to the Contract Administrator.
TS 4.01 – April 2013
Page 3 of 7
Construction Specification for Sewer Bypass Flow
Pumping
TS 4.01.04.01 Sewer Bypass Plan
The Sewer Bypass Plan shall include all of the following:
• flow rates and any other hydraulic considerations provided by the City; • size of the sewer to be bypassed; • bypass connection proposed; • site and equipment monitoring; • staging areas for pumps; • duration of each phase of the work; • sewer plugging method, type and size of plugs; • location of maintenance holes or access points for suction and discharge piping, including a
suitable site map; • size, material, location and method of installation of suction and discharge piping; • characteristics of bypass pump such as size, capacity and power requirements; • calculations of static lift, friction losses and flow velocity; • pump curves showing pump operating range; • characteristics of standby pump(s) such as size, capacity and power requirements; • standby power generator(s) size and location, and refuelling requirements or restrictions or both; • method of protecting discharge maintenance holes or structures from erosion and damage; • method of noise control for each pump or generator or both; • details of bypass pipe crossings, for example driveways and sidewalks; • engineering plans depicting the work; and • all provisions and precautions that will be taken during the bypass operations to prevent sewage
backups, overflows and spills.
The Sewer Bypass Plan shall bear the seal and signature of an engineer qualified in municipal engineering.
TS 4.01.04.02 Spill Response Plan
A site-specific Spill Response Plan shall include the following:
• procedures for notification to the City and the Ministry of the Environment; • mandatory regulatory reporting requirements; • plan for investigating the cause of the spill; • plan for containing the spill and addressing the source of the spill; • determine if any service connections, storm drains, watercourses or other infrastructure that
could be negatively affected by a spill; • plan for preventing public exposure to the spill, including procedures for redirecting pedestrians
and traffic away from the impacted area; and • measures to be taken to avoid or mitigate the adverse effects of the spill on the environment.
TS 4.01.04.03 Acceptance
The sewer bypass and spill response plans should allow the City to understand the manner in which construction on the sewer is to take place, the flow rates accommodated by the bypass and contingency plans in case of a spill including cleanup. The plan or report shall be submitted in PDF format.
Construction Specification for Sewer Bypass Flow Pumping Page 4 of 7
TS 4.01 – April 2013
The construction shall start only after the City reviews and accepts the Sewer Bypass Plan and Spill Response Plan. The Contract Administrator will then issue the acceptance letter to the Contractor. The letter will indicate whether a pre-construction meeting is required and who should be contacted at the City prior to the start of construction.
Both plans shall be posted at the site office or site trailer during the sewer bypass operations.
TS 4.01.05 MATERIALS – Not Used
TS 4.01.06 EQUIPMENT
TS 4.01.06.01 Pumps
Provide electric or diesel powered fully automatic self-priming low noise pumps and low noise generators. The pumps shall be equipped with all necessary stop and start controls.
TS 4.01.06.02 Temporary Sewer Bypass Piping
The temporary sewer bypass piping shall be able to withstand pressures that are greater than the peak bypass pressure and the traffic load at road crossing ramps. Under no circumstances shall aluminum irrigation type piping or glued PVC pipe be used. The Contract Administrator shall approve discharge hose material type.
The sewer bypass pumping system shall have no visible leakage.
TS 4.01.07 CONSTRUCTION
Protect the environment, public, and private property from any damage during the construction and operation of the bypass system.
Minimize the interruption of existing services to the public, residents, and all facilities connected to the bypassed sewer.
The temporary sewer bypass system shall be monitored at all times by the Contractor. The Contractor's employees must have the knowledge, experience and skill to maintain and operate all equipment and to switch to standby equipment if the need arises. The bypass system shall not be in operation unless it is monitored constantly by the Contractor's employee(s).
A licensed wastewater collection operator must be present on site for initial start up and shut down of a sewer bypass system to evaluate and inspect the process and the redirection of wastewater flow within the wastewater collection system. An engineer must approve any changes to the bypass system after the initial set up such as adding a pump to the bypass system due to spike in flows, removal of a pump, changing discharge point and so on. A Toronto Water licensed operator must be present to witness the changes.
TS 4.01 – April 2013
Page 5 of 7
Construction Specification for Sewer Bypass Flow
Pumping
Immediately after the flow is redirected, and again after the flow is reinstated, the licensed operator must be present on site during the flow redirection. The licensed operator shall also confirm that the locations of the sewer bypass suction and discharge points are in compliance with the approved Sewer Bypass Plan.
TS 4.01.07.02 Bypass Equipment and Piping
Place pumps in temporary containments/berms to contain any fuel or sewage that may spill during the bypass operations.
Prior to pumping, flush and clean the sewer section, or maintenance hole, where the suction pumping is located.
When requested by the Contract Administrator, submit the pump maintenance records, pump operation records and fuel monitoring records for review.
Provide standby equipment ready for immediate use in the event of emergency or equipment breakdown.
Perform leakage tests of the bypass system using clean water prior to the actual operation. Give the City 48-hour notice prior to testing.
TS 4.01.07.03 Noise
Minimize the emission of sound by using low noise pumps and generators and implement additional sound attenuation measures, such as soundproof canopy, acoustic foam insulation and anti-vibration devices in the sound sensitive areas.
The emission of sound from pumps and generators shall be according to Toronto Municipal Code, Chapter 591 Noise.
Apply for a permit for an exemption from a noise prohibition or noise limitation, if required.
TS 4.01.07.04 Plugging
Select sewer plugs based on the flow characteristics, size of the sewer and the location of the flow diversion point. Always provide a secondary plug, in the event the primary plug fails. Plug a sewer system by means and methods that will not cause any damage or blockage to the sewer pipes and maintenance holes.
Inspect all plugs for defects prior to every use.
When a plug is no longer needed, remove it gradually to allow flow to return gradually to the normal flow condition.
TS 4.01.07.05 Crossings
At all times keep the bypass piping within the limits of the Working Area and away from paved roadways and sidewalks.
Construction Specification for Sewer Bypass Flow Pumping Page 6 of 7
TS 4.01 – April 2013
When the bypass piping is crossing roadways, either construct traffic ramps or place the bypass pipelines in trenches and temporarily restore utility cuts according to TS 4.60.
TS 4.01.07.06 Removal, Cleanup and Restoration
Ensure all sewage from the bypass pipes, pumps and fittings is discharged to the specified sanitary or combined sewer. Flush the bypass system with potable water before removal.
Restore bypass pump areas to pre-bypass condition including any cleanup measures necessary due to fuel, oil or sewage leaks. All cleanup measures taken shall be documented.
The disposal or discharge shall be according to the requirements of Toronto Municipal Code, Chapter 681 Sewers.
TS 4.01.08 QUALITY ASSURANCE – Not Used
TS 4.01.09 MEASUREMENT FOR PAYMENT – Not Used
TS 4.01.10 BASIS OF PAYMENT
Payment at the Contract Price shall be full compensation for all labour, Equipment and Material to do the Work.
TS 4.01 – April 2013
Page 7 of 7
Construction Specification for Sewer Bypass Flow
Pumping
Appendix 4.01-A, April 2013 For Use While Designing and Administrating City Contracts
Note: This is a non-mandatory commentary appendix intended to provide information to a designer and contract administrator during the design and construction stage of a contract on the use of this TS specification in a City contract. This appendix does not form part of the standard specification. Actions and considerations discussed in this appendix are for information purposes only and do not supersede an owner’s design decisions and methodology.
Notes to Designer:
The designer should specify the following in the Contract Documents:
– peak flows and surcharge flow rates (4.01.04.01)
The contractor should indicate the following:
– how many persons to monitor the flow at all times, for example 1 or 2 (4.01.07.01) – how much standby equipment will be available, for example 1 or 2 sets (4.01.07.02)
The contract administrator will determine who needs to review the plans prior to acceptance:
– the Sewer Bypass Plan and Spill Response Plan are reviewed by Toronto Water or Engineering and Construction Services or both division staff. If revisions and resubmissions are required, this will be communicated through the Contract Administrator.
– the Sewer Bypass Plan and the Spill Response Plan is circulated to the manager of sewer asset planning in Toronto Water division for review and acceptance (4.01.04.03)
Other notes:
After witnessing any changes, the Toronto Water licensed operator will record any changes in a log (4.01.07.01).
March 30, 2016
Page 1 of 2
Asset ID Only Toronto Water officially assigned Asset IDs to be used. Latest GIS database can be obtained from:
1. GCCVIEW server (gccview.corp.toronto.ca) 2. Water Infrastructure Management (WIM)
Additionally TWAG Viewer can be used to confirm IDs (http://insideto-map.toronto.ca/maps/map.jsp?app=TWAG_IVIEW) Uncharted Assets Naming Convention The following guidelines are applicable when digitising uncharted assets found during inspection: All nodes are to be digitised to at least 1 meter accuracy Original Edited Newly found manholes will be assigned Asset IDs by referencing the upstream manhole and an alpha character starting with "A". Example MH123456789A, MH123456789B for 2 newly found manholes. Split pipe segments will be assigned an Asset ID by adding a numeric suffix to the original pipe asset id. Example SL12345678‐1, SL12345678‐2 after 2 new manholes are found.
SL12345678
MH123456789
SL12345678
MH987654321
MH123456789 MH987654321
SL12345678‐1 SL12345678‐2
MH123456789A MH123456789B
March 30, 2016
Page 2 of 2
DUAL System
MH123
STM: SL456, link 1 SAN: SL457, link 2
MH456 MH789 MH321
STM: SL458, link 1SAN: SL459, link 2
STM: SL462, link 1 SAN: SL463, link 2
MH654
STM: SL460, link 1SAN: SL461, link 2
Segments cctvedDual System – currently digitised as:
SECTION ID: __________________________ SITE FOREMAN NAME: ________________________
END OF FLOW CONTROL
DATE: _______________________________
TIME: ________________________________ SITE FOREMAN NAME: ________________________
Note: This form must be emailed to the Contract Administrator on daily basis if there are any flow control activities. This is required for logging/recording purposes as per MOE regulatory guidelines.
- 1 -
APPENDIX "L"
HYDRANT LOCATIONS
FORMER CITY OF ETOBICOKE Operators are to use only the hydrants shown on this list. Use of any other hydrant not listed could result in rusty water calls in that area. Please report any defective hydrants immediately. Division #1 Rimilton Ave at Gamma St Lake Shore Blvd W, 1st west of Fleeceline Rd Brown's Line opposite Burlingame Rd Dwight Ave, 1st north of New Toronto St Fourteenth St at Birmingham St Lake Promenade, 1st west of Twenty-Third St Lake Shore Blvd W at Forty-First St Horner Ave south side, east of Thirtieth St Fordhouse Rd, 2nd west of Wickman Taymall Ave, 2nd south of The Queensway Division #2 North Queen St, 1st west of Kipling Ave Bloor St at Tremont Rd Centennial Park Gate Antioch Dr, 1st south of Robinglade Dr Paxman Rd, 1st east of the West Mall Vickers Rd, at Dead End Division #3 Royal York Rd, 1st north of The Queensway Firehall #8 Newholm Rd The Queensway, 1st east of High St Bloor St, south side, 2nd east of Islington Ave Cordova at Central Park Rd #222 The Kingsway, opposite Canterbury Rd Division #4 Allanhurst Dr, 1st west of Mulham Pl Royal York Rd, 1st north of Bell Royal Crt Poplar Hts Dr, 1st south of House #43 The Westway at Wincoft Dr Brampton Rd at dead end Wincott Dr, 1st south of Dixon Rd Trio Ave, 1st south of The Westway McCulloch, 2nd south of Belfield Rd Division #5 Bankfield Dr, 1st north of Humberland Crt Bergamot Ave, 1st east of Islington Ave John Garland Blvd, 1st west of Jamestown Cres Porterfield Plaza on Kearney Dr Millview, opposite the park Royalcrest Rd, 2nd west of Martin Grove Rd Carrier Dr, 1st south of Albion Rd Markbrooke Land, 3rd hydrant east of Kipling Ave Humberwood Blvd, west side, 1st north of Hullrick Dr
FORMER CITY OF NORTH YORK-ROOADS IN THE WEST AREA OF NORTH YORK
- 2 -
01 Tycos 1st east of Caledonia 02 Wenderly Dr 2nd east of Dufferin St 03 Arrowsmith Ave 1st west of Keele St 04 Brookhaven 1st north of Trethewey 05 Thurodale 1st west of Duckworth 06 Lawrence 1st west of Keele St 07 Queens Dr near the park 08 Apex 1st west of Dufferin St 09 Bridgeland 1st west of Caledonia Rd 10 Macleod St 1st south of Rustic Rd 11 Erie St 1st south of Rustic Rd 12 Suntract Rd 1st south of Gordon Mackay
Rd 13 Gary Dr 1st east of Lanside Ave 14 Knobhill Dr 1st north of Oak St 15 Edgar Ave 2nd north of Wilson Ave 16 Dallner Ave 1st north of Wilson Ave 17 William Cragg at Jane St 18 Dubray Ave 1st north of Wilson Ave 19 Whitley Ave 1st west of Dufferin St 20 Nash Dr 1st east of Roding St 21 Blaydon Ave by school 22 Exbury at Jane St 23 Magellan east side at Park 24 Bartor Rd at Clayson Rd 25 Starview Dr 2nd east of Weston Rd
26 Sheppard Ave 2nd west of Keele St 27 Dovehouse Ave 2nd east of Keele St 28 Brady 1st west of Yatescastle south loop 29 Lomar 1st north of Sheppard Ave 30 Arrow Rd 2nd north of Sheppard Ave 31 Verobeach Blvd #58 32 Lanyard 1st south of Lindylou Rd 33 Yewtree 2nd east of Jane St 34 Catford 1st west of Keele St 35 Sentinel 1st north of Finch Ave 36 Hullmar 1st west of Jane St 37 Yorkgate Blvd 1st west of Jane St 38 Norelco Dr 1st south of Ormont Dr 39 Garyray Dr 1st west of Weston Rd 40 Kenhar 1st west of Weston Rd 41 Fenmar Dr 1st south of Steeles Ave W 42 Finch Ave W 2nd west of Weston Rd 43 Milvan Dr 1st north of Finch Ave W 44 Finch Ave 1st east of Pearldale 45 Sheppard Ave 1st west of Rivalda 46 Satterly Rd 1st east of Islington Ave 47 Driftwood 1st north of Finch Ave 48 Frith Rd 1st west of Jane St 49 Steeles Ave at Murray Ross S/W corner 50 Culford Rd 1st south of Lawrence Ave
FORMER CITY OF NORTH YORK- ROADS IN CENTRAL AREA OF NORTH YORK 01 Glengrove 1st west of Bathurst St 02 Stormont 1st east of Bathurst St 03 Flemington and Repling S/E corner 04 Avenue Rd 1st north of Woburn 05 Ranee Ave 1st west of Bathurst St 06 Kelso St opposite McGillivray 07 Tippett Rd 1st south of Wilson Ave 08 Collinsons 1st north of Wilson Ave 09 Faywood, south of Almore 10 Wilson Hts (Cut off Rd 1st southof
Sheppard Ave in front of plaza 11 Bogert Ave 1st west of Yonge St 12 Oakburn Cres, 1st south of Avondale east
loop 13 Spring Garden Ave 1st east of Willowdale
Ave 14 Hollywood Ave 1st east of Yonge St 15 Burnett Ave 1st west of Beecroft Rd 16 Sheppard Ave 1st west of Hove Ave 17 Hove Ave 1st north of Sheppard Ave 18 Bitterroot and Hove S/E corner 19 Wilmington opposite Cavotti
20 Senlac Rd 1st south of Betty Ann Dr 21 Mckee Ave 1st west of Dudley Ave 22 Kemford Blvd 1st west of Yonge St 23 Yorkview at Wynn 24 Finch Ave 1st west of Virgilwood 25 Finch Ave 1st east of Grantbrook 26 Bishop Ave 1st east of Dudley 27 Drewry Ave 1st west of Yonge St 28 Hilda Ave 1st north of Drewry 29 Lissom Cres 1st south of Dewlane 30 Conacher 1st north of Newton Dr 31 Lillian St 1st south of Steeles Ave E 32 Athabaska at Yonge St 33 Fisherville Rd 1st west of Bathurst St 34 Rockford 1st west of Torresdale 35 Martin Ross 1st west of Dufferin St 36 Vanley Cres 1st east of Chesswood, south
leg 37 Tuscan Gate 1st north of Sheppard Ave 38 Canarctic Dr 1st east of Petrolia 39 Magnetic Dr 2nd west of Alness 40 Finch Yard, 1st on Alness St
- 3 -
FORMER CITY OF NORTH YORK- ROADS IN EAST AREA OF NORTH YORK 01 Tisdale #79 02 Old Eglinton 1st west of firehall 03 Gateway Blvd north 1st east of Don Mills
in island 04 St Dennis 1st east of Don Mills 05 Wynford Dr and north leg of Wynford Hts 06 Caramond Crt 1st north of Wynford Dr 07 Sweeney Ave 1st east of Sloane 08 Greenland #18 09 The Donway W at Overland Dr east side 10 The Donway W 2nd north of Lawrence 11 The Bridle Path opposite Royal York 12 St Leonards 1st west of Bayview 13 York Mills at Campbell Cres 14 Brian Cliff at Banbury S/W corner 15 Tournament 1st south of Medalist 16 Fenn Ave 1st south of Medalist 17 York Mills 1st west of Bayview Ave 18 Caldy Court 2nd south of Fireshire 19 Cosmic Dr 1st north of Sagewood 20 Leacock Cres east loop 1st south of
Denlow Blvd 21 Farmstead Rd at park 22 Dunlace Dr and Meta Gate N/E corner 23 Valentine 1st north of York Mills Rd 24 Scarsdale and Bond N/W corner 25 The Donway East at Birchbank Lane 26 Yewfield and Farmcote east leg 27 Laurentide at service station 28 Roanoke 1st west of Manarchwood 29 Cassandra Blvd south leg 30 Avonwick 1st south of Cassandra 31 Gisburn 1st east of Parkwoods Village Dr 32 Slidell Cres 1st east of Fenside 33 Billington Cres and Katurk Gate
34 Consumers Rd and Yorkland Blvd, N/W corner
35 Shaughnessy N/E corner of Parfield 36 Old Lestlie St 1st north of Oriole Yard 37 Caracas #42 38 Denrock and Arrowstock N/E corner 39 Burbank #221 40 Page Ave east side of Knollview 41 Chase Ave 1st east of Appian Dr 42 Nymark Ave 1st east of Corning Rd 43 Shaughnessy Blvd 2nd north of Sheppard
Ave 44 Don Mills Rd 1st north of Sheppard west
side 45 Don Mills 1st north of Sheppard Ave east
side 46 Kingslake Rd #89 47 Van Horne 2nd east of Don Mills 48 Seneca Hill 1st east of Don Mills Rd 49 Old Sheppard Ave 1st west of Victoria
Park Ave 50 Cairnside Cres, 1st north of Old Sheppard 51 Clipper 2nd south of Van Horne 52 Earnest Ave 2nd west of Victoria Park Ave 53 Pawnee Ave 1st west of Apache Trail 54 Harond Evans Rd 1st north of McNicoll 55 Mogul Rd at Rollingwood Dr 56 Wellesbourne Cres, 1st north of McNicoll 57 Ravel Rd 1st north of Finch Ave 58 Clansman 1st east of Leslie St 59 Cummer Ave 1st east of Bayview Ave 60 Laureleaf Rd 1st south of Steeles Ave 61 Edgar Woods Rd 1st south of Steeles Ave 62 Cliffwood Rd 1st west of Freshmeadow Dr 63 Gordon Baker 2nd west of Victoria Park
Ave
- 4 -
FORMER CITY OF SCARBOROUGH- MORNINGSIDE AVE AREA NO. M1 Neilson Rd, 1st hydrant north of Crow Trail SeweIls Rd, 1st hydrant west of Alford Cres AREA NO. M2 McLevin Ave, 1st hydrant east of Greenspire Rd AREA NO M3 Across from 553 Military Tr Milner Ave 3rd hydrant west of Moringside Ave AREA NO. M4 79 Norfield Rd AREA NO. M5
135 Poplar Rd AREA NO. M6 103 Homecrest Tr Across from 68 Morningside Ave AREA NO. M7 43 Minnacote Ave AREA NO. M8 Lawrence Ave, 1st hydrant east of Union Rd AREA NO. M9 225 Conlins Rd 163 Dean Park Rd Rylander Blvd, 2nd hydrant west of Dumford Rd
FORMER CITY OF SCARBOROUGH - NASHDENE AREA NO. N1 720 Prooress Ave Across from 249 Pitfield Rd Across from 241 Invergordon Ave AREA NO. N2 None AREA NO. N3 70 Cass Ave Across from 59 Crosland Dr AREA NO. N4 652 Huntingwood Dr 200 Bridletowne Circle AREA NO. N5 69 Castle Hill Dr Brimley 2nd ,hydrant south Finch AREA NO. N6 350 Middlefield Rd 101 Shorting Rd AREA NO. N7 70 Nashdene Rd, 1st Hydrant east of Tiffield Rd 86 Brimwood Blvd AREA NO. N8 McNicoll Ave, 2nd hydrant east of Midland Ave
Birchmount Rd, 1st hydrant north of Sanwood Blvd AREA NO. N9 Across from 133 Fundy Bay Blvd 4100 Gordon Baker Rd
FORMER CITY OF SCARBOROUGH - UPTON AREA NO. U1 1 Sinnott Road/N 1 Hymus Rd (in front of Chartcan Inc) 9 Chestnut Cres 60 Fairfax Cres (in front of Agincourt Foods Inc) AREA NO. U2 408 Pharmacy Ave 22 Clapperton Ave AREA NO. U3 66 Fallingbrook Dr Dodge Road/Warden (beside church) AREA NO. U4 opposite 137 Midland Ave 67 Highview Ave AREA NO. U5 opposite 94 Huntington Ave 83 Laurel Ave AREA NO. U6 182 Oakridge Dr 20 Faircroft Blvd AREA NO. U7 277 Bellamy Rd N 45 Barrymore Road AREA NO. U8 30 Deerfield Rd Across from 10 Ionview Rd AREA NO. U9 21 Tedford Dr 38 Crockford Blvd AREA NO. U10 51 Ellington Dr 1273 Pharmacy Ave AREA NO. U11 61 Canlish Rd Across from 1042 Brimley Rd AREA NO. U12 Across from 555 Brimorton Dr
US node ID DS node ID Asset ID DIST (WARD) Material ShapeHeight (mm)
System type / use
Defect typeRepair length
(m)Location From Street To Street
MH3441411848 MH3434811867 SL1450544 TE (19) VCP C 225 CB DEBRIS 68.7 LN W CLAREMONT N DUNDAS 197 BELLWOODS AVE 897 DUNDAS ST W
MH3845720291 MH3844420295 SL1415309 TE (31) VCP C 225 CB DEBRIS LOOSE 14 OAK PARK AVE 25 OAK PARK AVE 23 OAK PARK AVE
MH3517416168 MH3515816116 SL1428422 TE (28) VCP C 225 CB DEBRIS HEAVY 54.6 SHUTER ST (SUMACH/SHUTER PARKE485 SHUTER ST 485 SHUTER ST
MH3557716666 MH3558916705 SL1426305 TE (30) VCP C 225 CB ENCRUSTATION 40.6 DUNDAS ST E 841 DUNDAS ST E 136 HAMILTON ST
MH3306013441 MH3300013451 SL1482491 TE (20) CP C 225 SS MH_Burried 60.9
MH4881634438 MH4883734505 SL3000-020-8741 SC (44) AC C 250 SS GREASE 70.2 LAWRENCE AVE E 6251 LAWRENCE AVE E 6251 LAWRENCE AVE E
MH3357412638 CN8077 SL1481786 TE (20) VCP C 250 SW DEBRIS 1.9 BATHURST ST 668 KING ST W 668 KING ST W
MH3430509636 CN6493 SL1448350 TE (18) VCP C 250 SW DEBRIS 8.6 LANSDOWNE AVE 301 LANSDOWNE AVE
MH4645620035 MH4636420064 SL7000-040-7231 SC (40) CP C 250 SS GREASE 96.7 PHARMACY AVE 1505 PHARMACY AVE 80 ELLESMERE RD
MH4284424773 MH4285824730 SL4000-037-2911 SC (35) CP C 250 SS GREASE 44.7 GORDONRIDGE PL 40 GORDONRIDGE PL 40 GORDONRIDGE PL
MH4855022774 MH4852522687 SL7000-012-2831 SC (41) VCP C 250 SS DEBRIS LOOSE 90.6 EMBLEM CRT 2330 MIDLAND AVE 30 EMBLEM CRT
MH3267812809 MH3268612806 SL1482656 TE (20) CP C 250 SW DEBRIS 8.5 LAKE SHORE BLVD W 51 BISHOP TUTU BLVD 51 BISHOP TUTU BLVD
MH3630315551 MH3627715558 SL1469504 TE (28) VCP C 300 SW DEBRIS LOOSE 27.1 SACKVILLE ST 448 SACKVILLE ST 446 SACKVILLE ST
MH3907816626 MH3909116674 SL3003760 TE (29) CP C 300 CB ENCRUSTATION 48.4 LN N O CONNOR W HOPEDALE*EAS 20 HOPEDALE AVE 19 HOPEDALE AVE
MH3619719365 MH3610919392 SL1424468 TE (32) VCP C 300 CB ENCRUSTATION 91.8 CRAVEN RD 107 CRAVEN RD 37 CRAVEN RD
MH3628219340 MH3619719365 SL1424467 TE (32) VCP C 300 CB ENCRUSTATION 88.1 CRAVEN RD 153 CRAVEN RD 107 CRAVEN RD
MH3397512879 MH3396012823 SL1481017 TE (20) VCP C 300 CB DEBRIS 57.4 LN W AUGUSTA N RICHMOND 537 QUEEN ST W 561 QUEEN ST W
MH3363812656 MH3363112630 SL1480515 TE (20) VCP C 300 SS DEBRIS 26.8 BROWNS LANE 111 BATHURST ST 111 BATHURST ST
MH3304912770 MH3298112791 SL1480345 TE (19) AC C 300 SS DEBRIS 71.7 BATHURST ST 100 GARRISON RD 95 IANNUZZI ST
JP3473915163 MH3474715188 SL1479616 TE (27) VCP C 300 SW DEBRIS LOOSE 26 QUEEN ST E (MOSS PARK *PK) On Parcel of 150 SHERBOUR150 SHERBOURNE ST
MH3474715188 MH3471415198 SL1477007 TE (27) VCP C 300 SW ROOTS 33.7 QUEEN ST E (MOSS PARK *PK) 150 SHERBOURNE ST 150 SHERBOURNE ST
JP3474815188 MH3474715188 SL1477006 TE (27) VCP C 300 SW ENCRUSTATION 2 QUEEN ST E (MOSS PARK *PK) On Parcel of 150 SHERBOUR150 SHERBOURNE ST
MH4010113000 MH4014212994 SL1408783 TE (22) VCP C 300 SW DEBRIS LOOSE 41 LN W YONGE N MANOR RD W 2112 YONGE ST 28 HILLSDALE AVE W
MH3653018162 MH3654618215 SL1424477 TE (30) RCP C 300 SW OBSTRUCTION 55.6 LN 1 N GERRARD W LESLIE 1094 GERRARD ST E 403 LESLIE ST
MH3514612438 MH3506912461 SL1473141 TE (20) VCP C 300 CB DEBRIS 80.6 LN E BORDEN S ULSTER 31 BORDEN ST 10 BRUNSWICK AVE
MH3415510919 MH3417110928 SL1452162 TE (19) RCP C 300 SW DEBRIS 19 DUNDAS ST W 1249 DUNDAS ST W 1230 DUNDAS ST W
MH4014212994 MH4014813017 SL1407852 TE (22) VCP C 300 CB ENCRUSTATION 24.2 HILLSDALE AVE W 28 HILLSDALE AVE W 2114 YONGE ST
MH3996112972 CN8532 SL1412800 TE (22) VCP C 300 CB DEBRIS LOOSE 84.7 LOLA RD 28 LOLA RD 31 MANOR RD
MH3607414299 MH3604314226 SL1470022 TE (27) VCP C 300 CB ENCRUSTATION 79.3 DUNDONALD ST 49 DUNDONALD ST 32A DUNDONALD ST
MH3655818642 MH3655318658 SL1422638 TE (32) VCP C 300 CB ENCRUSTATION 16.2 GREENWOOD AVE 1289 GERRARD ST E 1289 GERRARD ST E
MH3671713983 MH3669414032 SL1470629 TE (27) VCP C 300 CB ENCRUSTATION 54.7 CHURCH ST 830 CHURCH ST 802 CHURCH ST
MH3669014164 MH3670914128 SL1469899 TE (27) VCP C 300 CB ENCRUSTATION 40.9 CHURCH ST 675 CHURCH ST 129 COLLIER ST
MH3440611374 MH3439511336 SL1451062 TE (19) VCP C 300 SW ENCRUSTATION 40 HARRISON ST 308 CRAWFORD ST 343 SHAW ST
MH3418111290 MH3419411272 SL1451635 TE (19) VCP C 300 CB GREASE 21.6 DUNDAS ST W 1099 DUNDAS ST W 1102A DUNDAS ST W
APPENDIX G - LOCATION LIST VARIOUS LOCATIONS WITHIN TORONTO EAST YORK AND SCARBOROUGH DISTRICTS
US node ID DS node ID Asset ID DIST (WARD) Material ShapeHeight (mm)
System type / use
Defect typeRepair length
(m)Location From Street To Street
APPENDIX G - LOCATION LIST VARIOUS LOCATIONS WITHIN TORONTO EAST YORK AND SCARBOROUGH DISTRICTS
MH3433009624 CN6505 SL1450448 TE (18) VCP C 300 CB DEBRIS 22.4 COLLEGE ST 1269 COLLEGE ST
MH3514317310 MH3505117338 SL1425961 TE (30) VCP C 300 SS ENCRUSTATION 96.8 MC GEE ST 33 MC GEE ST 410 EASTERN AVE
MH3957110868 MH3967610837 SL34273 TE (21) CP C 300 CB ENCRUSTATION 109.612 BATHURST ST 1950 BATHURST ST 1996 BATHURST ST
MH3566818971 MH3569119052 SL1426054 TE (32) VCP C 300 SS WL 84.8 EASTERN AVE 928 EASTERN AVE 1411 QUEEN ST E
MH3605819562 CN1783 SL1425568 TE (32) VCP C 300 CB ENCRUSTATION 10.3 QUEEN ST E 2 COXWELL AVE 2 COXWELL AVE
MH3398913199 MH3399613226 SL1481934 TE (20) VCP C 300 CB DEBRIS HEAVY 27.6 RICHMOND ST W 409 RICHMOND ST W 409 RICHMOND ST W
MH3510513792 MH3513013882 SL1474346 TE (27) VCP C 300 SS DEBRIS HEAVY 93.2 GERRARD ST W 190 ELIZABETH ST 190 ELIZABETH ST
MH3496314186 MH3497314220 SL1476636 TE (27) VCP C 300 CB DEBRIS LOOSE 35.8 EDWARD ST 595 BAY ST 595 BAY ST
MH3576416138 MH3574516140 SL1426878 TE (28) VCP C 300 CB ENCRUSTATION 19 RIVER ST 203 RIVER ST 463 GERRARD ST E
MH3510615954 MH3509315912 SL1472561 TE (28) VCP C 300 CB DEBRIS LOOSE 44.1 SHUTER ST 480 SHUTER ST 480 SHUTER ST
MH4131523249 MH4139223219 SL3000-038-8291 SC (35) CO C 300 SS WL 82.553 BIRCHMOUNT RD 570 BIRCHMOUNT RD 3390 ST CLAIR AVE E
MH3291613357 MH3290313279 SL1482355 TE (20) VCP C 300 SS DEBRIS 79.7 LAKE SHORE BLVD W 32 LOWER SPADINA AVE 32 LOWER SPADINA AVE
MH3293913429 MH3291613357 SL1482354 TE (20) VCP C 300 SS DEBRIS 75.6 LAKE SHORE BLVD W 32 LOWER SPADINA AVE 32 LOWER SPADINA AVE
MH3291013348 MH3292713405 SL1482137 TE (20) RCP C 300 SW DEBRIS 58.8 LAKE SHORE BLVD W 32 LOWER SPADINA AVE 32 LOWER SPADINA AVE
MH3290213287 MH3291013348 SL1482136 TE (20) RCP C 300 SW DEBRIS 61.6 LAKE SHORE BLVD W 32 LOWER SPADINA AVE 32 LOWER SPADINA AVE
MH3289013297 MH3290313279 SL1482124 TE (20) PVC C 300 SS DEBRIS 22.7 LAKE SHORE BLVD W 433 LAKE SHORE BLVD W 32 LOWER SPADINA AVE
MH3379815599 MH3384415585 SL1481073 TE (28) VCP C 300 SS ENCRUSTATION 48.1 LOWER SHERBOURNE ST 26 BONNYCASTLE ST 177 LAKE SHORE BLVD E
MH3371915639 MH3379815599 SL1481072 TE (28) VCP C 300 SS DEBRIS LOOSE 87.9 LOWER SHERBOURNE ST 190 QUEENS QUAY E 26 BONNYCASTLE ST
MH3300013451 MH3293913429 SL1482378 TE (20) CP C 300 SS DEBRIS 64.9 F G GARDINER XY W 360 LAKE SHORE BLVD W 32 LOWER SPADINA AVE
MH3401712670 CN7762 SL1477737 TE (20) VCP C 300 CB DEBRIS 51.5 RYERSON AVE 51 WOLSELEY ST
MH3545209326 MH3540109341 SL1444057 TE (18) VCP C 300 CB ENCRUSTATION 52.3 LANSDOWNE AVE 763 LANSDOWNE AVE 749 LANSDOWNE AVE
MH3553016396 MH3550916394 SL1427827 TE (28) VCP C 300 SS ENCRUSTATION 21.4 BAYVIEW AVE 578 QUEEN ST E 32 MARK ST
MH3576916146 MH3576416138 SL1428337 TE (28) VCP C 300 CB DEBRIS LOOSE 9.2 GERRARD ST E 203 RIVER ST 203 RIVER ST
MH3582816301 MH3579816223 SL1428011 TE (28) VCP C 300 CB DEBRIS LOOSE 83.7 GERRARD ST E 500 GERRARD ST E 500 GERRARD ST E
MH4039612796 MH4039612827 SL1407857 TE (22) VCP C 300 CB ENCRUSTATION 30.8 DUPLEX CRES 12 DUPLEX CRES 1 DUPLEX CRES
MH4111721574 MH4101321606 SL4000-035-8691 SC (35) CP C 300 CB ENCRUSTATION 109.677 PHARMACY AVE Along ROSITA CRES Closest Along PHARMACY AVE Closest Address i
MH4560522059 MH4557721968 SL6000-037-7251 SC (37) CP C 300 SW DEBRIS LOOSE 95.6 MERRYFIELD DR 15 MERRYFIELD DR 1406 BIRCHMOUNT RD
MH4883327961 MH4881027897 SL2000-003-6921 SC (38) CMP C 300 SW DEBRIS HEAVY 67.6 ELLESMERE RD 6 HIGHCASTLE RD 371 ORTON PARK RD
MH3834716407 MH3823116373 SL3004140 TE (29) VCP C 300 SS ENCRUSTATION 116.9 BROADVIEW AVE 1121 BROADVIEW AVE 1099 BROADVIEW AVE
MH3881616436 MH3872416463 SL3003743 TE (29) VCP C 300 SS ENCRUSTATION 95.9 BROADVIEW AVE 1263 BROADVIEW AVE 1227 BROADVIEW AVE
MH3941817534 MH3943717567 SL3002935 TE (29) VCP C 300 CB DEBRIS LOOSE 37.9 DAVIES CRES 25 DAVIES CRES 38 DAVIES CRES
MH4096014692A MH4100914679 SL1407286-1 TE (22) VCP C 300 SW ENCRUSTATION 19.774 BAYVIEW AVE 1748 BAYVIEW AVE 1750 BAYVIEW AVE
MH3419613799 MH3419613799A SL1479153 TE (20) VCP 300 CB ENCRUSTATION 49.293 RICHMOND ST W 185 RICHMOND ST W 185 RICHMOND ST W
MH3290313279 MH3288413202 SL1482356 TE (20) VCP C 300 SS DEBRIS 79.1
US node ID DS node ID Asset ID DIST (WARD) Material ShapeHeight (mm)
System type / use
Defect typeRepair length
(m)Location From Street To Street
APPENDIX G - LOCATION LIST VARIOUS LOCATIONS WITHIN TORONTO EAST YORK AND SCARBOROUGH DISTRICTS
MH3521814411 MH3516814426 SL1474959 TE (27) VCP C 375 CB DEBRIS HEAVY 52.2 VICTORIA ST (RYERSON COMMUNITY 21 GERRARD ST E 21 GERRARD ST E
MH3247013087 MH3252913052 SL1482737 TE (20) VCP C 375 SW DEBRIS 69.4 EIREANN QUAY 10 EIREANN QUAY 10 EIREANN QUAY
MH3291312833 CN8220 SL1480658 TE (20) VCP C 375 SW DEBRIS 18.6 HOUSEY ST 2 HOUSEY ST
MH3405309679 MH3400209693 SL1449712 TE (18) RCP C 375 SW ENCRUSTATION 53.6 LANSDOWNE AVE 222 LANSDOWNE AVE 2 RIDEAU AVE
MH3632214466 MH3630214399 SL1470099 TE (27) VCP C 375 CB DEBRIS HEAVY 69.8 ISABELLA ST 105 ISABELLA ST 92 ISABELLA ST
MH3465815225 MH3466615316 SL1477139 TE (28) VCP C 375 CB DEBRIS LOOSE 91 BRITAIN ST 32B BRITAIN ST 118 SHERBOURNE ST
MH3444512437 MH3445512472 SL1477971 TE (20) VCP C 375 CB DEBRIS 36.8 DUNDAS ST W (SCADDING COURT ROOn Parcel of 707 DUNDAS ST707 DUNDAS ST W
MH3548811974 MH3551012051 SL1447289 TE (19) VCP C 375 CB DEBRIS 79.8 LN W BATHURST N HARBORD 503 MARKHAM ST 662 BATHURST ST
MH4020212857 MH4020812878 SL1407691 TE (22) VCP C 375 CB DEBRIS LOOSE 21.6 BERWICK AVE 63 BERWICK AVE 53 BERWICK AVE
MH3577311999 MH3578312037 SL1446857 TE (20) VCP C 375 CB ENCRUSTATION 39.7 LENNOX ST 769 BATHURST ST 20 LENNOX ST
MH3670014085 MH3669714072 SL1469887 TE (27) RCP C 375 CB DEBRIS ATTACHED 13.7 CHURCH ST 21 PARK RD 28 PARK RD
MH3291413098 MH3291313091 SL1481355 TE (20) RCP C 375 SW DEBRIS 7.4 SPADINA S GARDINER RAMP On Parcel of 95 FORT YORK On Parcel of 95 FORT YORK BLVD
MH3637913946 MH3630513969 SL1470668 TE (27) VCP C 375 CB GREASE 76.8 YONGE ST 750 YONGE ST 722 YONGE ST
JP100220 MH3605819588 SL1424777 TE (32) VCP C 375 CB ENCRUSTATION 102.8 QUEEN ST E Along QUEEN ST E Closest A 1619 QUEEN ST E
MH3399713232 MH3398513194 SL1481936 TE (20) VCP C 375 CB DEBRIS HEAVY 39.8 RICHMOND ST W 401 RICHMOND ST W 409 RICHMOND ST W
MH3689322360 MH3688322327 SL1421923 TE (32) VCP C 375 SS DEBRIS LOOSE 33.4 QUEEN ST E 2489 QUEEN ST E 2479 QUEEN ST E
MH3297213400 MH3294813405 SL1481962 TE (20) RCP C 375 SW DEBRIS 24.4 F G GARDINER XY W 360 LAKE SHORE BLVD W 32 LOWER SPADINA AVE
MH3441015171 MH3438715097 SL1478353 TE (28) VCP C 375 CB ENCRUSTATION 76.4 ADELAIDE ST E 230 ADELAIDE ST E Along ADELAIDE ST E Closest Address is
MH3448712423 MH3444512437 SL1477969 TE (20) VCP C 375 CB DEBRIS 44.2 DUNDAS ST W 331 BATHURST ST On Parcel of 707 DUNDAS ST W
MH3471615316 MH3466915327 SL1476239 TE (28) RCP C 375 SW DEBRIS LOOSE 48.1 SHERBOURNE ST 227 QUEEN ST E 120 SHERBOURNE ST
JP3474314605 MH3472814608 SL1476945 TE (27) VCP C 375 CB DEBRIS LOOSE 15 VICTORIA STREET LANE Along VICTORIA STREET LA 30 BOND ST
MH3545616407 MH3543316417 SL1426964 TE (28) VCP C 375 CB ENCRUSTATION 25.1 BAYVIEW AVE 25 DEFRIES ST 578 QUEEN ST E
MH3557716644 MH3558916705 SL1426074 TE (30) VCP C 375 CB ENCRUSTATION 65 DUNDAS ST E 829 DUNDAS ST E 136 HAMILTON ST
MH3605819588 MH3609919715 SL1425569 TE (32) VCP C 375 CB ENCRUSTATION 133.5 QUEEN ST E 1619 QUEEN ST E 1654 QUEEN ST E
JP4016109851 MH4013209868 SL1404847 TE (21) CP C 375 SW DEBRIS 32.7 NEWGATE RD Along NEWGATE RD Closest 131 ELM RIDGE DR
MH5141821234 MH5131621268 SL5000-014-2701 SC (39) VCP C 375 SS DEBRIS LOOSE 107.4 MILLIKEN BLVD 21 MILLIKEN BLVD 2885 KENNEDY RD
MH5310518976 MH5307418881 SL4 SC (39) CP C 375 SW DEBRIS LOOSE 100.4 STEELES AVE E Along STEELES AVE E Close Along STEELES AVE E Closest Address is
MH3872416463 MH3863216490 SL3004180 TE (29) VCP C 375 SS DEBRIS LOOSE 96 BROADVIEW AVE 1227 BROADVIEW AVE 1201 BROADVIEW AVE
MH3252913052 MH3258913014 SL1482738 TE (20) VCP C 450 SW DEBRIS 70.6 EIREANN QUAY 10 EIREANN QUAY 10 EIREANN QUAY
MH3509816476 MH3510516493 SL1427454 TE (28) VCP C 450 CB DEVIATION 18.5 QUEEN ST E 576 QUEEN ST E 576 QUEEN ST E
MH3592214179 MH3594914274 SL1474280 TE (27) RCP C 450 CB DEBRIS HEAVY 99.1 WELLESLEY ST E 16 WELLESLEY ST E 46 WELLESLEY ST E
MH3506315854 MH3507515894 SL1472820 TE (28) VCP C 450 CB DEBRIS LOOSE 41.9 SHUTER ST 376 SHUTER ST 140 SACKVILLE ST
MH3270013041 MH3263712982 SL1480772 TE (20) RCP C 450 SW DEBRIS HEAVY 86.2 QUEENS QUAY W 628 QUEENS QUAY W 659R QUEENS QUAY W
MH3376012812 MH3374912806 SL1479812 TE (20) VCP C 450 CB DEBRIS 14.2 ADELAIDE ST W 502 ADELAIDE ST W 493 ADELAIDE ST W
US node ID DS node ID Asset ID DIST (WARD) Material ShapeHeight (mm)
System type / use
Defect typeRepair length
(m)Location From Street To Street
APPENDIX G - LOCATION LIST VARIOUS LOCATIONS WITHIN TORONTO EAST YORK AND SCARBOROUGH DISTRICTS
MH3360012634 CN8020 SL1480249 TE (20) VCP C 450 CB DEBRIS 102.9 BATHURST ST 662 KING ST W
MH3387210638 MH3386010633 SL1453540 TE (18) VCP C 450 CB DEBRIS 14.8 Northcote Ave at AFTON AVE AT 60 AFTON AVE 154 NORTHCOTE AVE
MH3650813907 MH3647713917 SL1470956 TE (27) VCP C 450 CB DEBRIS HEAVY 33.1 YONGE ST 8 PARK RD 1 BLOOR ST W
MH3630513969 MH3622613993 SL1470669 TE (27) VCP C 450 CB ENCRUSTATION 83.4 YONGE ST 722 YONGE ST 649 YONGE ST
MH3424909635 MH3424009729 SL1450441 TE (18) VCP C 450 CB DEBRIS 93.5 DUNDAS ST W 222 LANSDOWNE AVE 1717 DUNDAS ST W
MH3421709993 MH3420710101 SL1450445 TE (18) VCP C 450 CB DEBRIS 108.4 DUNDAS ST W 1610 DUNDAS ST W 1567 DUNDAS ST W
MH3504415793 MH3501215685 SL1472956 TE (28) VCP C 450 CB DEBRIS LOOSE 112.8 SHUTER ST 355 SHUTER ST 20 REGENT ST
MH3501215685 CN7630 SL1472955 TE (28) VCP C 450 CB DEBRIS LOOSE 14.8 SHUTER ST 20 REGENT ST
MH3622714148 MH3622214132 SL1470158 TE (27) VCP C 450 CB DEBRIS HEAVY 16.2 ISABELLA ST 19 ISABELLA ST 19 ISABELLA ST
MH3623814186 MH3622714148 SL1470157 TE (27) VCP C 450 CB ENCRUSTATION 40.3 ISABELLA ST 55 ISABELLA ST 19 ISABELLA ST
MH3623814186 MH3626714283 SL1469971 TE (27) VCP C 450 CB ENCRUSTATION 100.6 ISABELLA ST 55 ISABELLA ST 608 CHURCH ST
MH3509715964 MH3508515926 SL1472823 TE (28) VCP C 450 CB DEBRIS LOOSE 40 SHUTER ST 480 SHUTER ST 480 SHUTER ST
MH3424411469 MH3423411469 SL1451267 TE (19) VCP C 450 CB DEBRIS 10 DUNDAS ST W 256 CRAWFORD ST 1053 DUNDAS ST W
MH3496615569 MH3490815587 SL1479453 TE (28) VCP C 600 CB ENCRUSTATION 60.4 SHUTER ST 295 SHUTER ST 295 SHUTER ST
MH3613819044 COL-PHF SL1424906 TE (32) RCP C 600 SS ENCRUSTATION 62.5 Along HIGHFIELD RD Closest Address is 68 KERR RD
MH4131121514 MH4121921543 SL3000-035-8501 SC (35) CP C 600 CB ENCRUSTATION 96.664 PHARMACY AVE Along CAMILLA CRES ClosesAlong DORINE CRES Closest Address is 6
MH3844216430 MH3843916436 SL3005887 TE (29) CP C 600 SW ENCRUSTATION 6.7 BROADVIEW AVE 1141 BROADVIEW AVE 1141 BROADVIEW AVE
MH3735513609 MH3736313638 SL1466414 TE (27) BR E 675 CB ENCRUSTATION 30.1 ROXBOROUGH ST W 9 ROXBOROUGH ST W 1086 YONGE ST
MH3582713872 CN7409 SL1474018 TE (27) RCP C 675 CB ENCRUSTATION 14.9 WELLESLEY ST W 56 WELLESLEY ST W
MH3823716370 MH3814816348 SL3006047 TE (29) CP C 675 SW ENCRUSTATION 91.8 BROADVIEW AVE 1099 BROADVIEW AVE 1050 BROADVIEW AVE
MH3863016481 MH3861216473 SL3004173 TE (29) VCP C 675 SS DEBRIS LOOSE 19.4 BROADVIEW AVE 2 GAMBLE AVE 1206 BROADVIEW AVE
MH3526916787 MH3520916806 SL1427103 TE (30) BR E 750 CB ENCRUSTATION 62.499 HAMILTON ST 120 BROADVIEW AVE Along HAMILTON ST Closest Address is 6
MH3490610968 MH3487910975 SL1452220 TE (19) BR E 750 CB ENCRUSTATION 28.567 OSSINGTON AVE 505 OSSINGTON AVE 493 OSSINGTON AVE
MH3487910975 MH3481810992 SL1451261 TE (19) BR E 750 CB ENCRUSTATION 63.047 OSSINGTON AVE 493 OSSINGTON AVE 473 OSSINGTON AVE
MH3527610537 MH3522810551 SL1445663 TE (19) BR E 750 CB ENCRUSTATION 50.44 DOVERCOURT RD Along DOVERCOURT RD CloAlong HEPBOURNE ST Closest Address i
MH3268612806 MH3269212819 SL1480706 TE (20) VCP C 750 SW DEBRIS 14.3 LAKE SHORE BLVD W 51 BISHOP TUTU BLVD 51 BISHOP TUTU BLVD
MH3485515036 MH3483914981 SL1476135 TE (27) BR E 825 CB ENCRUSTATION 57.007 SHUTER ST 130 QUEEN ST E 130 QUEEN ST E
MH3601611915 MH3592811940 SL1441381 TE (20) BR E 900 CB ENCRUSTATION 91.59 BATHURST ST Along BATHURST ST Closest 532 BLOOR ST W
MH3575411992 MH3562912028 SL1446856 TE (20) BR E 900 CB ENCRUSTATION 130.6 BATHURST ST 730 BATHURST ST 700 BATHURST ST
MH3589711950 MH3575411992 SL1445179 TE (20) BR E 900 CB ENCRUSTATION 149.023 BATHURST ST 565 BLOOR ST W Along BATHURST ST Closest Address is 7
MH3523416297 MH3515016323 SL1427338 TE (28) BR E 900 CB ENCRUSTATION 87.452 RIVER ST Along RIVER ST Closest Addr 53 WASCANA AVE
MH3555316199 MH3548016221 SL1426938 TE (28) BR E 900 CB ENCRUSTATION 75.9 RIVER ST 650 DUNDAS ST E 480 SHUTER ST
MH3456612638 MH3446112682 SL1478998 TE (20) BR E 900 CB ENCRUSTATION 119.497 DENISON AVE 29 WALES AVE Along DUNDAS ST W Closest Address is 6
MH3610611890 MH3601611915 SL1440215 TE (20) BR E 900 CB ENCRUSTATION 93.027 BATHURST ST Along BATHURST ST Closest Along BATHURST ST Closest Address is 6
MH3580210394 MH3572810416 SL1445425 TE (19) BR E 900 CB ENCRUSTATION 77.073 DOVERCOURT RD Along DOVERCOURT RD CloAlong DOVERCOURT RD Closest Address
MH3597810341 MH3589110367 SL1445428 TE (19) BR E 900 CB ENCRUSTATION 90.654 DOVERCOURT RD Along DOVERCOURT RD CloAlong DOVERCOURT RD Closest Address
MH3490615479 MH3481015509 SL1478909 TE (28) BR E 900 CB DEBRIS LOOSE 100.2 QUEEN ST E 295 SHUTER ST 295 SHUTER ST
MH3441412682 MH3435712699 SL1478197 TE (20) BR E 900 CB ENCRUSTATION 59.69 DENISON AVE 134 VANAULEY WALK Along DENISON AVE Closest Address is 9
MH3444712672 MH3441412682 SL1478196 TE (20) BR E 900 CB DEBRIS ATTACHED 34.2 DENISON AVE 134 VANAULEY WALK 134 VANAULEY WALK
MH3345912902 MH3348212987 SL1480066 TE (20) BR E 900 CB ENCRUSTATION 88.626 WELLINGTON ST W 10 NIAGARA ST 485 WELLINGTON ST W
MH3534412112 MH3522312148 SL1472512 TE (20) BR E 900 CB ENCRUSTATION 126.3 BATHURST ST 623 BATHURST ST 585 BATHURST ST
MH3671014714 MH3662114741 SL1469624 TE (27) BR E 900 CB ENCRUSTATION 92.821 SHERBOURNE ST AlongSHERBOURNE ST Clos Along SHERBOURNE ST Closest Address
MH3662114741 MH3652814770 SL1469625 TE (28) BR E 900 CB ENCRUSTATION 97.324 SHERBOURNE ST Along SHERBOURNE ST ClosAlong SHERBOURNE ST Closest Address
MH3561516180 JP3556116197 SL1426937 TE (28) BR E 900 CB ENCRUSTATION 56.2 RIVER ST 417 GERRARD ST E Along RIVER ST Closest Address is 650 D
MH3530112347 MH3520112376 SL1472866 TE (20) BR E 900 CB ENCRUSTATION 104.1 BORDEN ST 85 BORDEN ST 55 BORDEN ST
US node ID DS node ID Asset ID DIST (WARD) Material ShapeHeight (mm)
System type / use
Defect typeRepair length
(m)Location From Street To Street
APPENDIX G - LOCATION LIST VARIOUS LOCATIONS WITHIN TORONTO EAST YORK AND SCARBOROUGH DISTRICTS
JP3392312521 MH3391812507 SL1481529 TE (19) BR E 900 CB OBSTRUCTION 15.2 QUEEN ST W 588 QUEEN ST W 588 QUEEN ST W
MH3495815020 MH3487915044 SL1477302 TE (27) BR E 900 CB ENCRUSTATION 82.96 GEORGE ST 14 PEMBROKE ST 211 GEORGE ST
MH3686111881 MH3682811766 SL1440800 TE (20) BR R 900 CB DEBRIS 119.4 DUPONT ST 420 DUPONT ST 458 DUPONT ST
MH3724413043 MH3717313064 SL1467830 TE (27) BR E 900 CB ENCRUSTATION 73.552 AVENUE RD 240 AVENUE RD 212 AVENUE RD
MH3393512527 MH3393512527A SL1480300 TE (20) BR E 1200 CB DEBRIS HEAVY 110.5 PERRY LANE Along BATHURST ST Closest Along BATHURST ST Closest Address is 6
MH3432612412 MH3424012438 SL1479290 TE (20) BR E 1200 CB DEBRIS 90 BATHURST ST 300 BATHURST ST 272 BATHURST ST
MH3547010481 MH3549810571 SL1446833 TE (19) BR E 1200 CB DEBRIS 89.8 BLOOR ST W Along BLOOR ST W Closest AAlong BLOOR ST W Closest Address is 94
MH3286012850 MH3281112894 SL1481583 TE (20) CP R 1350 CB DEBRIS 73.3 BATHURST ST 480 LAKE SHORE BLVD W 480 LAKE SHORE BLVD W
MH3505509055 MH3507609123 SL1446085 TE (18) BR E 1350 CB ENCRUSTATION 70.8 BLOOR ST W 229 STERLING RD 1385 BLOOR ST W
MH5512531050 MH3286012850 SL1480530 TE (20) CP R 1350 CB DEBRIS 53.1 F G GARDINER XY E 2 HOUSEY ST 480 LAKE SHORE BLVD W
