wednesday, october 7th, 2009 immediately following...

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PW Agenda – October 7, 2009 1 of 49 AGENDA PUBLIC WORKS COMMITTEE Wednesday, October 7 th , 2009 Immediately Following Community Development Committee Meeting Lanark County Municipal Building Council Chambers Councillor Susan Freeman, Chair 1. CALL TO ORDER 2. DISCLOSURE OF PECUNIARY INTEREST 3. APPROVAL OF MINUTES Suggested Motion: “THAT, the minutes of the Public Works Committee meeting held on September 2 nd , 2009 be approved as presented.” 4. ADDITIONS AND APPROVAL OF AGENDA Suggested Motion: “THAT, the agenda be adopted as presented.” 5. DELEGATIONS & PRESENTATIONS i) Road Closing Hearing: County Road 1 (Pearen) #PW-53-2009 (approved at August 26 th , 2009 Council meeting) Suggested Motions: “THAT, the Committee recess at _____ in order to hold a Public Meeting for the proposed closing if a portion of the former County Road 1, in Lot 27 and 28 on Registered Plan 1643, Geographic Township of North Elmsley, Municipality of Township of Drummond/North Elmsley, more particularly described as Part 2, on Registered Plan 27R1420.” Suggested Motion: “THAT, the Public Meeting close and the Committee return to regular session at _______.”

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Page 1: Wednesday, October 7th, 2009 Immediately Following ...lanarkcounty.ca/Assets/New/County+Council+$!26... · the final design for the Glen Isle Bridge Replacement Project, as described

PW Agenda – October 7, 2009 1 of 49

AGENDA PUBLIC WORKS

COMMITTEE

Wednesday, October 7th, 2009 Immediately Following Community Development Committee Meeting Lanark County Municipal Building Council Chambers

Councillor Susan Freeman, Chair

1. CALL TO ORDER 2. DISCLOSURE OF PECUNIARY INTEREST 3. APPROVAL OF MINUTES

Suggested Motion: “THAT, the minutes of the Public Works Committee meeting held on September 2nd, 2009 be approved as presented.”

4. ADDITIONS AND APPROVAL OF AGENDA Suggested Motion: “THAT, the agenda be adopted as presented.”

5. DELEGATIONS & PRESENTATIONS

i) Road Closing Hearing: County Road 1 (Pearen) #PW-53-2009 (approved at August 26th, 2009 Council meeting)

Suggested Motions: “THAT, the Committee recess at _____ in order to hold a Public Meeting for the proposed closing if a portion of the former County Road 1, in Lot 27 and 28 on Registered Plan 1643, Geographic Township of North Elmsley, Municipality of Township of Drummond/North Elmsley, more particularly described as Part 2, on Registered Plan 27R1420.” Suggested Motion: “THAT, the Public Meeting close and the Committee return to regular session at _______.”

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Suggested Motion: “THAT, there being no objections from the public, the Clerk presents necessary By-law at the October 2009 meeting of County Council to stop-up close and sell as surplus to County needs the portion of the former County Road 1, in Lot 27 and 28 Register4ed Plan 1643, Geographic Township of North Elmsley, Municipality of Township of Drummond/North Elmsley, more particularly described as Part 2, on Registered Plan 27R1420, to the abutting property owner for $1.”

OR “THAT, the Director of Public Works investigate the concerns regarding the proposed road closing on County Road 1 in Lot 27 and 28 Registered Plan 1643, Geographic Township of North Elmsley, Municipality of Township of Drummond/North Elmsley, and provide a report with recommendations to the Committee as soon as practicable.”

6. COMMUNICATIONS

i) Public Notice: Closing and Sale of Part of County Road 1 (Rideau Ferry) -

attached, page 7 ii) Sale of Land by Public Tender Advertisement (Lot 23, Con 8, Twp. of

Pakenham)- attached, page 8

iii) Surplus Sale Advertisement - attached, page 9

iv) Notice of Study Completion: Municipal Class Environmental Assessment for the Rehabilitation of the Glen Isle Bridge - attached, page 10

Suggested Motion: “THAT, communication items for the October 2009 Public Works Committee meeting be received as information only.”

7. REPORTS

i) Report #PW-69-2009 Public Works Contract Status Report #9 - attached, page 12 Director of Public Works, Steve Allan Suggested Motion: “THAT, the Public Works Committee receives Report #PW-69-2009, Public Works Contracts Status Report #9, for information.”

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ii) Report #PW-70-2009 Glen Isle Bridge Replacement Options - attached, page 18 Director of Public Works, Steve Allan Suggested Motion: “THAT, County Council authorizes the Director of Public Works to proceed with the final design for the Glen Isle Bridge Replacement Project, as described in Report #PW-70-2009, with a view to tendering the Project in the 2011-2013 time frame; AND THAT the Clerk sends Report #PW-70-2009 to the Town of Mississippi Mills and the Township of Beckwith Clerks, for information.”

iii) Report #PW-71-2009 Proposed 2010 Road and Bridge Capital Program -

attached, page 31 Director of Public Works, Steve Allan Suggested Motion:

“THAT, County Council authorizes the Director of Public Works to prepare and issue a tender, in November 2009, for the Rehabilitation of the Clydesville Bridge, as described in Report #PW-49-2009;

THAT County Council authorizes the Director of Public Works to prepare and issue tenders in January 2010, for the proposed 2009 Road Capital Program, as described in Report #PW-71-2009;

THAT the 2010 Road and Bridge Capital Program tender results are referred to the 2010 budget deliberations;

AND THAT the Clerk sends Report #PW-71-2009 to all local municipal Clerks, for information.”

iv) Report #PW-72-2009 Draft Ten Year Road and Bridge Capital Plan 2011-2020 - attached, page 36

Suggested Motion: “THAT, the Draft Ten Year Road and Bridge Capital Plan is referred to the 2010 budget deliberations; AND THAT the Clerk sends Report #PW-72-2009 to all Lanark County local municipalities for information.”

v) Report #PW-73-2009 Surplus Sale Results (verbal) Director of Public Works, Steve Allan Suggested Motion: “THAT, Report #PW-73-2009 Surplus Sale Results (verbal) be received as information only.”

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vi) Report #PW-74-2009 Fuel and Asphalt Index Financial Impacts (verbal) Director of Public Works, Steve Allan Suggested Motion: “THAT, Report #PW-74-2009 Fuel and Asphalt Index Financial Impacts (verbal) be received as information only.”

vii) Report #PW-75-2009 Rescinding and Consolidation of By-laws 2008-01 and 2009-27: County Road 43 Parking Restrictions (verbal) Director of Public Works, Steve Allan Suggested Motion: “THAT, By-laws 2008-01 and 2009-27, being by-laws to regulate County Road 43 Parking Restrictions be rescinded; AND THAT the Clerk prepare a By-law to consolidate By-laws 2008-01 and 2009-27 for the October 7th, 2009 Special County Council meeting.”

viii) Report #PW-76-2009 Provincial Truck Roadeo Results (verbal) Director of Public Works, Steve Allan

Suggested Motion:

“THAT, Report #PW-76-2009 Provincial Truck Roadeo Results (verbal) be received as information only.”

8. CONFIDENTIAL REPORTS None 9. NEW/OTHER BUSINESS

i) Meeting Schedule Clerk, Cathie Ritchie

Accessibility Advisory Committee: 3:00 p.m. Mon. Oct. 5th Public Works Road Tour: 9:00 a.m. Wed. Oct. 7th

Striking Committee: 4:00 p.m. Wed. Oct. 7th Community Development Committee: 5:00 p.m. Public Works Committee Special County Council Community Forest Working Group: 2:00 p.m. Tues. Oct. 13th Community Services Committee: 5:00 p.m. Wed. Oct. 14th Corporate Services Committee Lanark & Almonte Ambulance Bay Tours: Sat. Oct. 17th

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CRST Conference: Sun. Oct. 18th to Wed. Oct. 21st Lanark County Municipal Trails: 4:00 p.m. Mon. Oct. 26th

LCTA – Board Meeting: 2:00 p.m. Mon. Oct. 19th Lanark County Housing Corporation: 6:30 p.m. Tues. Oct. 27th County Council: 7:00 p.m. Wed. Oct. 28th 10. ADJOURNMENT

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COMMUNICATIONS

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REPORTS

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THE COUNTY OF LANARK PUBLIC WORKS COMMITTEE

October 7th, 2009

Report #PW-69-2009 of the Director of Public Works

PUBLIC WORKS CONTRACTS STATUS REPORT #9

1. STAFF RECOMMENDATIONS It is recommended that:

i) The Public Works Committee receives Report #PW-69-2009, Public Works

Contracts Status Report #9, for information.

2. PURPOSE

The purpose of this Report is to inform the Committee of the status of Public Works Contracts.

3. BACKGROUND

Shaded rows, in the attached Summary, indicate completed contracts. Contracts related to Community Forest Operations and Facilities Projects, managed by the Public Works Department, will be included in the Contract Status Reports.

4. DISCUSSION

Appendix “A” includes a summary of all ongoing contracts and proposed tenders for 2009. All 2009 construction projects are substantially completed. Preparations for winter maintenance are now ongoing.

5. ANALYSIS AND OPTIONS The table below summarizes the status of the contracts/tenders/projects being managed by the Public Works Department:

Completed 40 Ongoing 13 Awarded, work not started yet 1 Tender preparation ongoing 1 Deferred to 2010 2

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6. FINANCIAL IMPLICATIONS The Director will provide a summary of Asphalt and Fuel Index budget impacts at the Meeting.

7. LOCAL MUNICIPAL IMPACT

None.

8. CONCLUSIONS Construction and Road Maintenance Projects, for 2009, are proceeding as planned.

9. ATTACHMENTS

i) Appendix “A” - Public Works Contracts Status (as of September 30th, 2009).

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APPENDIX “A” PUBLIC WORKS CONTRACTS STATUS

(as of September 30th, 2009)

CONTRACT # TENDER DESCRIPTION AWARDED TO STATUS

#1-2006 RFP: Two Way Radio Maintenance Glentel Ongoing. Expires December 31st, 2009

#29-2006 Forestry Management Services (Five-Years)

Mississippi Valley Conservation Ongoing

#PW-3-2007 Supply & Delivery of Bulk Coarse Road Salt – 3 Year Contract (estimated 8,000 T per year)

Cargill De-icing Technology Second year of three year contract

#PW-4-2007 Roadside Brushing – 300 hours Tor-Mac Tree Services Completed

#PW-5-2007 Roadside Ditching – 6,000 metres Thomas Cavanagh

Construction Ltd Completed

#PW-7-2007 Roadway Sweeping – 50 hours for Perth Patrol & 60 hours for Almonte Patrol

John Sweeping Completed

#PW-8-2007 Winter Sand – Perth Garage – 2,000 tonnes

Schedule A: Crain’s Construction Limited Completed

#PW-8-2008

Winter Sand – Dalhousie Pit – 1,000 tonnes (Phase 1 – stock pile #1 County); 1,000 tonnes (Phase 2 – stock pile #1 (County); and 500 tonnes (Stock pile #2 – Lanark Highlands)

Schedule C: S. Bingley Trucking Completed

#PW-8-2007

Winter Sand – McDonalds Corners Pit – 4,000 cubic metres – screen winter sand and 2,000 cubic metres stack winter sand

Schedule E: Thomas Cavanagh Construction Ltd. Completed

#PW-10-2007

Supply and Application of Water Based Traffic Paint for Pavement Markings (2 year contract)

Trillium Pavement Marking Completed

#PW-34-2007 Traffic Signal Maintenance Partham Engineering Ongoing

#PW-4-2008 Crack Cleaning and Sealing – 100,000 metres Roadlast 2000 Inc Completed

#PW-12-2008 2009-2010 Bridge Program Pre-Engineering RFP

McCormick Rankin Corporation Completed

#PW-13-2008 Consulting Engineering Services for Network Analysis and Transportation Master Plan

AECOM Ongoing

#PW-14-2008 Roadside Mowing (562 km) Second Cut – Lewis Farms Completed

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CONTRACT

# TENDER DESCRIPTION AWARDED TO STATUS

#PW-27-2008 Supply and Deliver Road Signs Owl Lite Signs Delivered

#PW-28-2008 McNeely Avenue Phase 3 Preliminary Design

National Capital Engineering/Genivar Completed

#PW-29-2008

2008 & 2009 Lawn Mowing & Landscape Maintenance for the County Administration Building & Lanark Lodge

Howard Home Care Ongoing

#PW-32-2008

Round-About: Intersection County Roads 17 and 49

Karson Kartage and Konstruction Completed

#PW-38-2008 McDonalds Corners Sand Dome Roof Repair

See Report #PW-63-2009. Deferred to 2010 Budget

#PW-39-2008

Supply and Stack Winter Sand (Two Locations – Union Hall – 600 tonnes & Almonte Garage – 300 tonnes)

Crain’s Construction Limited Completed

#PW-43-2008 Elevator Maintenance– Administration Building

Thyssenkrupp Elevator (Canada) Limited Ongoing

#PW-44-2008 RFP: For Janitorial Services for the County Administration Building and the Public Works Building

Palmer and Associates Ongoing

#PW-50-2008

Community Forest Hardwood Timber Harvesting (Hands Property) – Part Lot 6, Concession 4, Geographic Township of North Sherbrooke

David Gibbons Scheduled winter 2009/2010

#PW-51-2008

Community Forest Red Pine Timber Harvesting (Bartraw Property) Lot 15, Concession II, Geographic Township of Dalhousie

Ben Hockum & Sons Ltd Completed

#PW-1-2009

County Road 21 Rehabilitation – Elm Grove Road (separate schedules for County Road 14 and County Road 22) – 6.9 km

Schedule A , B: Crains’ Construction Limited Schedule C: Smiths

Construction

Completed

#PW-2-2009 County Road 7 ( 1 km) Rehabilitation Crains’ Construction Limited Completed

#PW-3-2009 County Road 29 (10.5 km) & County Road 43 (17.9) Micro-surfacing

Miller Paving Ltd. Completed

#PW-4-2009 County Road 12 Rehabilitation – 5.6 km Karson Konstruction Completed

#PW-5-2009 Ambulance Base Construction (Almonte General Hospital)

Baird Construction Management Ltd Completed

#PW-6-2009 Ambulance Base Construction (Lanark Health and Community Services)

Laurin General Contractor Completed

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CONTRACT

# TENDER DESCRIPTION AWARDED TO STATUS

#PW-7-2009

Supply & Delivery of Bulk High Performance Cold Mix (350 T) Innovative Surface Solutions Ongoing

#PW-8-2009 Supply and Application of Granular Sealant Smiths Construction Co. Completed

#PW-9-2009 3 Cable Guide Rail and Steel Beam Guide Rail Maintenance Contract

Cheslock & Sons Const. Co. Ltd. Completed

#PW-10-2009 MacLan Bridge Rehabilitation ConCreate USL Ltd. Completed

#PW-11-2009 McIlquhams Bridge Rehabilitation Dalcon Enterprises Inc. Completed

#PW-12-2009 County Road 17 Rehabilitation (Martin Street North) – 1 km Goldie Mohr Ltd Completed

#PW-13-2009 County Road 9 Clayton – Intersection Improvements Deferred to 2010

#PW-14-2009

Community Forest Red Pine Timber Harvesting (Bulloch Property), Lot 22, Concession 2, Geographic Township of Lanark

Ben Hockum & Sons Ltd Ongoing, anticipated completion on March 31st, 2011

#PW-15-2009 Consulting Engineering Services for MacLan Bridge

McCormick Rankin Corporation Completed

#PW-16-2009 Consulting Engineering Services for McIlquhams Bridge

McCormick Rankin Corporation Completed

#PW-17-2009 Consulting Engineering Services for Glen Isle Bridge G.D. Jewell Engineering Inc. Ongoing

#PW-18-2009 Geotechnical Investigations (Road Construction) AME Materials Completed

#PW-19-2009 County Road 1 Rehabilitation – Gore Street and Country Road 511 Rehabilitation (Perth)

County Road 1-Karson Karthage

County Road 511-G Tackaberry and Sons

Completed

#PW-20-2009 Supply and Place Shoulder Gravel

County Road 29-Thomas Cavanagh Construction

County Road 43-G Tackaberry and Sons

Completed

#PW-21-2009 County Road 1 Storm Sewer Repairs

Veolia Environmental Services Completed

#PW-22-2009 Supply and Delivery of Road Signs

Schedule “A” – Owl Lite Rentals, Sales and

Manufacturing

Schedule “B” – Cedar Signs Inc.

Completed

#PW-23-2009 Consulting Engineering Services for Clydesville Bridge G.D. Jewell Engineering Inc. Ongoing

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CONTRACT # TENDER DESCRIPTION AWARDED TO STATUS

#PW-24-2009 Brigil Homes Ltd. Subdivision – McNeely Avenue (Storm Sewer Installation) – Joint Project

Deferred until McNeely Avenue Widening

#PW-26-2009 Supply and Delivery of Float Trailer Float King Trailer Inc Delivered

#PW-25-2009 Supply and Delivery of One (1) Patrol Truck Oakes Truck Sales Delivered

#PW-27-2009 Supply and Install Snow Plow and Dump Body System

Malmberg Truck Trailer Equipment Ltd

Anticipated delivery late October

#PW-28-2009 County Road 511 – Cold-In-Place Recycling Miller Paving Limited Completed

#PW-30-2009 OSIM Bridge Inspections G.D. Jewell Engineering Inc Completed

#PW-31-2009 Development Charges Study Watson & Associates Economists Ltd.

Reviewing Consultant’s proposal

#PW-32-2009 County Road 511 – George Street Bridge Repairs MDX Contracting Completed

#PW-33-2009 RFP: Provision of Diesel Fuel and Regular Unleaded Gasoline Fuel RFP closes October 28th,

2009

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THE COUNTY OF LANARK

PUBLIC WORKS COMMITTEE October 7th, 2009

Report #PW-70-2009 of the

Director of Public Works

GLEN ISLE BRIDGE REPLACEMENT OPTIONS

1. STAFF RECOMMENDATIONS It is recommended that:

i) County Council authorizes the Director of Public Works to proceed with the final design for the Glen Isle Bridge Replacement Project, as described in Report #PW-70-2009, with a view to tendering the Project in the 2011-2013 time frame.

ii) The Clerk sends Report #PW-70-2009 to the Town of Mississippi Mills and the Township of Beckwith Clerks, for information.

2. PURPOSE

The purpose of this Report is to seek Council approval of the proposed design concept for the Glen Isle Bridge Project.

3. BACKGROUND The Glen Isle Bridge is a boundary bridge, which crosses the Mississippi River and provides the only access to about 80 properties on Glen Isle. The bridge is located on Glen Isle Road, which is under the jurisdiction of the Town of Mississippi Mills. The developed half of Glen Isle is located in the Town of Mississippi Mills while the undeveloped half is in Beckwith Township. The steel truss bridge was constructed in 1935 and relocated from Galetta to Glen Isle in the 1950’s. A Map of the location and photographs are attached at Appendix “A”. Under Contract #PW-17-2009 (Report #PW-106-2008), G.D. Jewell Engineering Inc. was retained by the County to inspect the bridge and to provide rehabilitation recommendations. An evaluation of the structure indicated that the abutments and the pier are in good condition and that the bridge superstructure has reached the end of its service life. The bridge has had a 12 tonne load limit since 1989 and since then overweight vehicles have crossed the Mississippi River using the shallow upstream ford, which is adjacent to the bridge.

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Twenty (20) members of the public registered their names on the Sign-In Sheet, at the Public Information Centre (PIC), for the Project, at the Town of Carleton Place Arena, on September 10th, 2009. Town of Mississippi Mills Staff were also advised of the Project and the PIC. The Project information, which was presented at the PIC, is attached at Appendix “B” and it may also be viewed on the County’s Website.

4. DISCUSSION

Since the existing Average Annual Daily Traffic is about 200, the construction of a two-lane bridge at this location is not warranted. Members of the public, who attended the PIC, were also overwhelmingly in favour of replacing the existing single-lane structure with a new single-lane bridge. Other comments included: i) A roadway width greater than the existing 4.7 metres, is needed to

accommodate pedestrians. ii) Roadway lighting should be provided.

Since the existing bridge provides the only access to Glen Isle, an onsite detour (based on four culverts) will be required during construction. Since a portion of the detour crosses private property, an Agreement will be needed with the property owner. The property owner has indicated that he is prepared to enter into such an Agreement.

5. ANALYSIS AND OPTIONS

The Consultant’s analysis of the options and recommendations is attached at Appendix “C” and is summarized below. Four (4) options are open. Options 2, 3 and 4 are all single-lane bridges. i) Option 1. Do nothing. ii) Option 2. Pre-Engineered steel panel bridge with 4.7 metre width ($1 million). iii) Option 3. Pre-engineered bridge with steel girders and steel decking with

5.0 metre width ($1.03 million). iv) Option 4. Steel girder bridge with concrete deck with 6.1 metre width

($1.1 million). Option 1 does not solve the problem that the bridge is at the end of its service life. Options 2 and 3 are feasible, but both provide only a marginal increase to the width of the existing structure. Option 4 increases the travelled width by 1.6 metres (36%), which will provide a safer environment for pedestrians. Therefore, Option 4 is recommended.

6. FINANCIAL IMPLICATIONS

The preliminary estimated cost of Option 4 is about $1.1 million. Pre-engineering and tender preparation could be completed in 2010, with a view to completing the Project in 2011. The Glen Isle Bridge Replacement Project would be an excellent candidate for funding through the Building Canada Fund-Communities Component Program, if the Federal and Provincial Governments announce another Round in 2010.

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7. LOCAL MUNICIPAL IMPACT

Members of the public, in attendance at the PIC, suggested that improvements to the Glen Isle Road should also be completed when the bridge work is done. The Director will discuss this issue with Town of Mississippi Mills’ Staff. With Option 4, the on-site detour would be in place for about eight (8) weeks. Traffic on the detour would be controlled by the County’s portable traffic signals. Project updates will be provided to the residents of Glen Isle, through the County’s Website, and mail outs as the planning proceeds.

8. CONCLUSIONS

Proceeding with final design work for the Glen Isle Bridge Replacement Project, with a view to undertaking the work in 2011, is recommended.

9. ATTACHMENTS

ii) Appendix “A” - Site Map: Glen Isle Bridge. iii) Appendix “B” - Public Information Centre Presentation Material. iv) Appendix “C” - Consultant’s PIC Summary and Recommendations.

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APPENDIX “A”

Existing bridge and site of new bridge and detour.

Glen Isle

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On site detour located at existing ford.

To Glen Isle

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APPENDIX “B”

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APPENDIX “C”

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THE COUNTY OF LANARK

PUBLIC WORKS COMMITTEE October 7th, 2009

Report #PW-71-2009 of the

Director of Public Works

PROPOSED 2010 ROAD AND BRIDGE CAPITAL PROGRAM

1. STAFF RECOMMENDATIONS It is recommended that:

i) County Council authorizes the Director of Public Works to prepare and issue a

tender, in November 2009, for the Rehabilitation of the Clydesville Bridge, as described in Report #PW-49-2009.

ii) County Council authorizes the Director of Public Works to prepare and issue tenders in January 2010, for the proposed 2009 Road Capital Program, as described in Report #PW-71-2009.

iii) The 2010 Road and Bridge Capital Program tender results are referred to the 2010 budget deliberations.

iii) The Clerk sends Report #PW-71-2009 to all local municipal Clerks, for information.

2. PURPOSE

The purpose of this Report is to seek Council approval to complete the preparation and issuing of tenders for the 2010 Road and Bridge Capital Program.

3. BACKGROUND An early tender call, in January/February, usually leads to more bids, better prices and the scheduling of the work to suit the timetable of the Public Works Department. Opening tenders, during the annual budget process, also enables County Council to adjust proposed programs, if necessary, based on the tender opening results.

4. DISCUSSION

The recommended 2010 Road Capital Program is at Appendix “A”. A Map of the proposed project locations is at Appendix “B”. The Pavement Condition Index Score Card, which was introduced to Council in 2009, has been used for project selection and the roads are listed in recommended priority. Estimated costs are based on 2009 project unit prices and they will be updated, during the budget deliberations, to reflect the low bid prices.

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5. ANALYSIS AND OPTIONS

The recommended Capital Plan includes: i) Pavement Preservation

Microsurfacing - 42 km Surface Treatment - 13 km

iii) Road Rehabilitation - 12 km iv) Intersection Improvements - 2 intersections v) Bridge Rehabilitation - 1 bridge Projects are listed, in recommended order of priority, at Appendix “A”. Pavement preservation projects comprise eighty-two (82) percent of the sixty-seven (67) km of projects and the remaining eighteen (18) percent are road rehabilitation projects. The emphasis on pavement preservation reflects the need to focus on maintaining our existing pavements by extending their lives using a construction technique (microsurfacing) which is considerably less expensive than asphalt resurfacing. The annual Road Tour on October 7th, 2009, will provide an opportunity for Council Members to visit many of the proposed 2010 Road and Bridge Capital Program Projects.

6. FINANCIAL IMPLICATIONS Due to the volatility of construction materials prices, it is difficult to forecast the cost of the proposed projects. Moreover, since several months will pass between the tender closing date and the completion of the work, costs may rise or fall depending upon the Asphalt and Fuel Price Indexes. The Director will provide an update, on anticipated project costs, in January 2010, prior to tendering. In addition to the road project costs, described in this Report, the Director anticipates 2010 Bridge Capital Program expenditures of about $1.3 million for the proposed rehabilitation of the Clydesville Bridge, on County Road 511, in the Hamlet of Clydesville. Two-thirds of the cost of this Project will be funded by a Building Canada-Communities Component Grant. The Director recommends tendering this Project, in November, as Bridge Contractor availability may be diminished, in 2010, as a result of the large number of Stimulus Fund Projects.

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7. LOCAL MUNICIPAL IMPACT

Public Information Centres (PIC), for the Rehabilitation of County Road 12 (Pine Grove Road), County Road 8 (in Middleville) and the Clydesville Bridge have already been held. PICs for the proposed pavement preservation projects, on County Road 16 (South Lavant Road), County Road 29 and County Road 43 are not needed as these Projects will not impact adjacent property owners. Property owners, on the section of County Road 8 (Watsons Corners Road), which is proposed for rehabilitation, will be contacted individually. Intersection improvements, in Clayton, will be coordinated with the affected property owners and the Town of Mississippi Mills Staff. The County will publish notices, in the EMC Record News, to inform the public of all of these Projects, before construction begins.

8. CONCLUSIONS

The Director recommends that Council considers the proposed 2010 Road and Bridge Capital Program during the 2010 budget deliberations.

9. ATTACHMENTS

Appendix “A” - Proposed 2010 County Road and Bridge Capital Program. Appendix “B” - Location Map of Proposed 2010 County Road Capital Program.

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APPENDIX “A”

PROPOSED 2010 COUNTY ROAD AND BRIDGE CAPITAL PROGRAM

Priority Job Description Job Summary KM Capital Contract

Consultant Pre-Eng

Consultant Supervision

Compensation for Land

Financing - Debt Charges

Revenue-Grants Grand Total

1 Clydesville Bridge Deck Replacement 1,267,130$ 60,000$ (884,754)$ 442,376$ 2 County Road 29 Micro 14.8 620,000$ 620,000$ 3 County Road 43 Micro 14.3 550,000$ 550,000$

4County Road 16 (South Lavant Road) SST 8.8 240,000$ 240,000$

5 County Road 16 (Wolf Grove) Rehabilitation 7 800,000$ 800,000$

6County Road 8 (Herrons Mills Road) Rehabilitation 0.4 300,000$ 300,000$

7County Road 8 (Watsons Corners Road) DST 2.9 400,000$ 400,000$

8 Glen Isle Bridge Pre Engineering 50,000$ 50,000$ 9 Bridge Program (2011-2014) Evaluations 150,000$ 150,000$

10CR 10 (North Street) @Wilson St Intersection Improvements 50,000$ 50,000$

11 County Road 12 (Pine Grove) Cold in Place Recycling 4.6 1,100,000$ 1,100,000$

12County Road 12 (Lanark to Playfairville) Land Purchase 7,000$ 7,000$

13 County Road 511 (S-Curve) Land Purchase 5,000$ 5,000$ 14 County Road 14 DST 1.6 60,000$ 60,000$

15 County Road 17 (Derry Sdrd)Micro 6.8 km, DST 1.4 km 8.2 500,000$ 500,000$

16 County Road 16 (South Lavant) Spot improvments + DST 1 200,000$ 200,000$ 17 Clayton Intersection Improvements 100,000$ 100,000$

Federal Gas Tax (1,692,000)$ (1,692,000)$ Financing 647,000$ 647,000$ TOTAL 63.6 6,187,130$ 200,000$ 60,000$ 12,000$ 647,000$ (2,576,754)$ 4,529,376$

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APPENDIX “B”

LOCATION MAP OF PROPOSED 2010 COUNTY ROAD CAPITAL PROGRAM

*** Note: Map will come later.

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THE COUNTY OF LANARK

PUBLIC WORKS COMMITTEE October 7th, 2009

Report #PW-72-2009 of the

Director of Public Works

DRAFT TEN YEAR ROAD AND BRIDGE CAPITAL PLAN

2011 - 2020

1. STAFF RECOMMENDATIONS

It is recommended that: i) The Draft Ten Year Road and Bridge Capital Plan is referred to the 2010

budget deliberations. ii) The Clerk sends Report #PW-72-2009 to all Lanark County local municipalities

for information. 2. PURPOSE

The purpose of this Report is to propose a Ten Year Road and Bridge Capital Plan.

3. BACKGROUND

During the summer of 2009, County Staff has completed an updated assessment of the condition of the County Road System. In 2009, the County Transportation Master Plan process identified potential new construction that would be required as a result of new growth and various intersection safety improvements. G.D. Jewell Engineering Inc. has also recently completed 50 percent of the mandatory bi-annual bridge inspections. The remaining bridge inspections will be completed in 2010. The data gathered from these sources provides the basis for the development of a Ten Year Capital Plan.

4. DISCUSSION The Draft Ten Year Plan consists of the following seven (7) Program areas:

a) Pavement Preservation. This Includes microsurfacing, surface treatment and asphalt resurfacing projects, which extend the service life of the road surface, but do not address geometric deficiencies. Service life extensions may be from 7 to 10 years depending upon traffic volumes, weather conditions and other factors. Pavement preservation is suitable for roads with good bases and moderate surface defects, such as cracks and ruts. In Lanark County, roads with a Pavement Condition Index (PCI) between 75 and 60 are considered as

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candidates for pavement preservation. Pavement preservation is the most cost effective means to maintain road surfaces in good condition. The list of roads (325 km) that are candidates for pavement preservation, during the next ten years, at an estimated cost of $20 million, is at Appendix “A”.

b) Road Rehabilitation. This includes minor and major improvements to the road

surface, roadside drainage and road base. It may also include the minor realignment of the road to improve horizontal or vertical curves. In Lanark County Roads, with a PCI of less than 60, are considered as candidates for road rehabilitation. Road rehabilitation can be up to three times the cost of pavement preservation. These projects may extend the service life of the road from 12 to 20 years, depending upon traffic volumes, weather conditions and other factors. If road rehabilitation does not occur before serious structural damage to the road occurs, road reconstruction may be required. Road reconstruction costs may be twice the cost of road rehabilitation costs. The list of roads (195 km) that are candidates for road rehabilitation, during the next ten years, at an estimated cost of $20 million, is at Appendix “B”.

c) Gravel Road Improvements. Less than 20 km of gravel roads remain in the

County Road System. These remaining gravel roads have very low traffic volumes, narrow road allowances and poor geometry. Director’s Report #PW-32-2009 suggested that given the low traffic volumes, significant expenditures to reconstruct these roads was not warranted. A ten year program of spot improvements, for selected curves and grades on these roads, is recommended. The list of gravel roads that are candidates for spot improvements, during the next ten years, at an estimated cost of $2 million, is at Appendix “C”.

d) New Construction. New construction includes the building of new roads and the

major realignment or the four-laning of existing roads. These projects normally arise as a result of population growth/development. About $14.5 million of development driven new construction was identified in the Transportation Master Plan Development Charges Feasibility Study. The Director also recommends that the estimated cost of $3.8 million, to add a second lift of asphalt to 28 km of road leading to the County Road 12 gravel pits, is included in this program category. In 2009, an application for Stimulus Funding for this project was unsuccessful. The list of new construction projects, for the next twenty (20) years, at an estimated cost of $20 to $22 million, is at Appendix “D”.

e) Intersection Improvements. These projects may include geometric changes to

the intersection to improve safety, the construction of curbs and storm drainage and the installation of traffic signals. The list of proposed intersection improvement projects, as identified in the Transportation Master Plan, for the next twenty (20) years, at an estimated cost of $0.43 million, is at Appendix “E”.

f) Bridge Rehabilitation or Replacement. This includes minor or major projects to

extend the service life of bridges and large culverts, as well as the complete replacement of bridge decks or structures. The list of bridge projects, as

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identified by the recently completed inspections by G.D. Jewell Engineering Inc., for the next ten (10) years, at an estimated cost of about $8 million, is at Appendix “F”.

g) Pre-Engineering. Pre-engineering includes survey, the generation and

evaluation of alternatives, property purchase and tender preparation. Normally the pre-engineering for road projects is completed, in-house, while consultants are retained to undertake bridge projects.

5. ANALYSIS AND OPTIONS

The necessary expenditures to fund the Road and Bridge Capital Ten Year Plan, for the existing road network, are described in the table below. The New Construction Program costs have not been included, as most of the projects, in this program, have yet to be considered by Council.

Program Proposed

Typical Annual

Expenditure Accomplishment

Pavement Preservation $2 million 30 to 45 km Road Rehabilitation $2 million 5 to 10 km Gravel Road Improvements $200,000 1 to 2 km Intersection Improvements $150,000 1 intersection Bridge Rehabilitation/Replacement

$1 million 1 bridge

Pre-Engineering $150,000 2 bridges TOTAL $5.5 million

6. FINANCIAL IMPACT

Federal Gas Tax Funding, of about $1.6 million, annually, is available for the Ten Year Plan. Two-thirds funding for some Bridge Program projects is also possible, but cannot be assumed. Therefore, about $3.9 million, annually, would be needed from the levy and the Public Works Reserve to fund the Ten Year Plan, for existing roads only. It is assumed that approved New Construction Program costs would not affect the execution of the Ten Year Plan, for the existing road network, as they would be financed or funded from Reserves, Development Charges or future government grant programs.

7. LOCAL MUNICIPAL IMPACT

As recommended by the Transportation Master Plan, coordination of the Ten Year Plan, with local municipal plans, should be done during annual meetings.

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8. CONCLUSIONS

The Draft Ten Year Plan is recommended, for Council consideration, during the 2010 budget deliberations.

9. ATTACHMENTS Appendix “A” - Pavement Preservation Projects. Appendix “B” - Road Rehabilitation Projects.

Appendix “C” - Gravel Road Improvement Projects. Appendix “D” - New Construction Projects. Appendix “E” - Intersection Improvement Projects. Appendix “F” - Bridge Rehabilitation or Replacement Projects.

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APPENDIX “A” PAVEMENT PRESERVATION PROJECTS

Asset Road PCI Year of Proposed Treatment Km SURF TYPE AADT Municipality

ID Class Last Year Road Name

Treatment

14-Narrows Lock Road 014000 5 55 2004 2010 DST Overlay 2.36 LCB 350 TVT/L&G

16-South Lavant Road 016070 5 62 2003 2010 SST Overlay 8.25 LCB 200 LH

16-South Lavant Road 016153 5 70 2003 2010 SST Overlay 0.56 LCB 200 LH

16-Wolf Grove Road 016290 4 58 1989 2010 R1 0.42 HCB 1,400 LH 16-Wolf Grove Road 016247 4 60 1990 2010 R1 0.37 HCB 1,050 LH 16-Wolf Grove Road 016249 3 60 1990 2010 R1 3.76 HCB 1,050 LH 16-Wolf Grove Road 016250 4 60 1990 2010 R1 0.16 HCB 1,050 LH 17-Derry Side Road 017000 4 58 1996 2010 Micro/DST 7.21 HCB 550 BCK 29-Christian Street 029129 3 70 1995 2010 Micro 0.72 HCB 3,700 MM 29-County Rd. #29 North 029136 3 62 1995 2010 Micro 6.32 HCB 3,700 MM 29-County Rd. #29 North 029200 3 62 1995 2010 Micro 7.47 HCB 3,700 MM 43-Hwy 43 043086 3 65 1996 2010 Micro 5.80 HCB 4,800 MON 43-Hwy 43 043000 3 65 1996 2010 Micro 8.49 HCB 3,600 MON 10-North Street 010180 4 62 1988 2011 Micro 0.70 HCB 4,500 P 10-South Street 010170 3 62 1997 2011 Micro 1.03 HCB 6,500 P 10-Scotch Line 010157 3 65 1997 2011 Micro 1.21 HCB 6,000 TVT/DNE 7-Fallbrook Road 007000 4 65 1994 2011 Micro 0.27 HCB 2,000 TVT 7-Fallbrook Road 007002 3 65 1994 2011 Micro 5.90 HCB 2,000 TVT 7-Fallbrook Road 007067 4 70 1993 2011 Micro 0.29 HCB 1,500 TVT 7-Fallbrook Road 007062 4 70 1994 2011 Micro 0.46 HCB 1,500 TVT 511-Hwy 511 511007 3 72 1993 2011 Micro 0.69 HCB 8,000 TVT/DNE 511-Hwy 511 511014 2 72 1993 2011 Micro 5.04 HCB 8,000 TVT/DNE 511-Hwy 511 511067 3 72 1993 2011 Micro 0.39 HCB 8,000 TVT/DNE 511-Hwy 511 511069 3 72 1993 2011 Micro 0.32 HCB 4,000 TVT/DNE 511-Hwy 511 511072 3 72 1993 2011 Micro 6.51 HCB 4,000 DNE 511-Hwy 511 511138 3 72 1993 2011 Micro 0.44 HCB 4,000 DNE 511-Hwy 511 511143 3 72 1993 2011 Micro 0.62 HCB 4,000 LH 10-Scotch Line 010000 3 60 2001 2012 Micro 8.40 HCB 2,000 TVT 511-Hwy 511 511335 4 65 2000 2012 Micro 2.68 HCB 500 LH

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511-Hwy 511 511362 4 65 2000 2012 Micro 3.92 HCB 500 LH 511-Hwy 511 511402 4 65 2001 2012 Micro 8.68 HCB 500 LH 511-Lanark Road 511489 4 65 2001 2012 Micro 0.58 HCB 500 LH 9-Tatlock Road 009089 3 65 2000 2012 Micro 3.83 HCB 1,200 MM

16-South Lavant Road 016158 4 70 2005 2012 SST Overlay 8.73 LCB 350 LH

29-County Rd. #29 North 029275 4 70 2000 2012 Micro 0.81 HCB 3,700 MM 29-County Rd. #29 North 029283 4 70 2000 2012 Micro 0.37 HCB 2,800 MM 29-County Rd. #29 North 029287 3 70 2000 2012 Micro 3.63 HCB 2,800 MM 29-County Rd. #29 North 029324 3 70 2000 2012 Micro 2.45 HCB 2,800 MM/OTW 2-Heritage Drive 002000 3 70 1993 2012 Micro 4.90 HCB 1,750 MON 36-Elphin Maberly Road 036280 4 70 2000 2012 Micro 0.53 HCB 500 LH 511-George Street 511150 3 75 1996 2012 Micro 1.11 HCB 5,000 LH 511-South Street 511149 4 75 1993 2012 Micro 0.08 HCB 4,000 LH 10-Scotch Line 010084 3 80 2000 2012 Micro 7.26 HCB 3,500 TVT

9-Tatlock Road 009191 4 80 2005 2012 SST Overlay 6.70 LCB 550 LH

10-Perth Road 010398 3 85 2004 2012 Micro 0.67 HCB 3,300 BCK 10-Drummond Con. 2 010192 3 75 2004 2013 Micro 1.21 HCB 3,200 DNE/P 10-Drummond Con. 2 010204 3 75 2004 2013 Micro 5.99 HCB 3,200 DNE 10-Drummond Con. 2 010264 3 75 2004 2013 Micro 7.28 HCB 3,200 DNE 10-North Street North 010187 3 75 2004 2013 Micro 0.46 HCB 4,500 P 10-Perth Road 010337 3 75 2004 2013 Micro 1.39 HCB 3,300 BCK 10-Perth Road 010350 3 75 2004 2013 Micro 1.85 HCB 3,300 BCK 10-Perth Road 010363 3 75 2004 2013 Micro 2.83 HCB 3,300 BCK 20-Kinburn Side Road 020015 4 70 2001 2013 Micro 0.60 HCB 1,900 MM

36-Elphin Maberly Road 036217 4 70 2006 2013 SST Overlay 6.34 LCB 600 LH

14-Narrows Lock Road 014081 4 80 2007 2014 SST Overlay 3.36 LCB 350 TVT

15-Fergusons Falls Road 015108 3 74 2004 2014 Micro 4.95 HCB 1,300 LH

17-Blakeney Road 017315 4 70 2007 2014 SST Overlay 6.71 LCB 300 MM

17-Blakeney Road 017287 4 75 2006 2014 Micro 0.61 HCB 650 MM 7B-Townline Rd. East 007921 3 85 2002 2014 Micro 1.14 HCB 8,350 CP 7B-Townline Rd. West 007912 3 85 2002 2014 Micro 0.86 HCB 7,400 CP 11-Wilson Street 011000 4 70 2003 2015 Micro 1.34 HCB 1,200 MM 11-Wilson Street 011015 4 70 2003 2015 Micro 0.93 HCB 1,200 MM

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12-McDonalds Crnrs. Rd. 012000 4 70 2002 2015 Micro 1.31 HCB 650 LH 12-McDonalds Crnrs. Rd. 012003 4 80 2003 2015 Micro 6.44 HCB 650 LH 12-McDonalds Crnrs. Rd. 012079 4 80 2003 2015 Micro 0.88 HCB 1,000 LH 17-Martin Street North 017229 4 65 2005 2015 Micro 0.60 HCB 2,200 MM 20-Waba Road 020158 3 70 2005 2015 Micro 1.04 HCB 1,000 MM 36-Bolingbroke Road 036140 4 70 2005 2015 Micro 0.60 HCB 500 TVT 36-Elphin Maberly Road 036287 4 70 2005 2015 Micro 0.37 HCB 500 LH 36-Elphin Maberly Road 036291 4 70 2005 2015 Micro 4.38 HCB 500 LH 6-Sunset Boulevard 006271 3 85 2003 2015 Micro 1.90 HCB 4,000 P

8-Herron Mills Road 008160 4 80 2008 2015 SST Overlay 1.92 LCB 420 LH

14-Narrows Lock Road 014024 5 80 2009 2016 SST Overlay 5.67 LCB 350 TVT

18-Port Elmsley Road 018000 3 78 2006 2016 R1 4.62 HCB 1,150 DNE 18-Port Elmsley Road 018053 4 78 2006 2016 R1 1.06 HCB 1,150 DNE 21-Elm Grove Road 021123 4 70 2006 2016 Micro 4.10 HCB 1,600 DNE

21-Elm Grove Road 021055 4 85 2009 2016 SST Overlay 6.87 LCB 600 TVT

22-Shaw Road 022000 4 85 2009 2016 SST Overlay 2.69 LCB 500 MM

4-Roger Stevens Drive 004000 3 75 2006 2016 Micro 1.08 HCB 5,000 MON 6-Christie Lake Road 006172 4 75 2006 2016 Micro 0.76 HCB 1,700 TVT 6-Christie Lake Road 006178 3 75 2006 2016 Micro 5.03 HCB 1,700 TVT 10-Richmond Road 010405 3 85 2005 2017 Micro 6.14 HCB 4,200 BCK 10-Richmond Road 010467 3 85 2005 2017 Micro 3.19 HCB 4,200 BCK 10-Richmond Road 010497 3 85 2005 2017 Micro 0.49 HCB 4,200 BCK 10-Richmond Road 010500 3 85 2005 2017 Micro 0.64 HCB 4,200 BCK 16-Almonte Street 016494 3 85 2005 2017 Micro 0.25 HCB 3,200 MM 1-Rideau Ferry Rd. 001000 3 75 2008 2018 R1 0.51 HCB 3,200 DNE 1-Rideau Ferry Rd. 001005 3 75 2008 2018 R1 1.91 HCB 3,200 DNE 1-Rideau Ferry Rd. 001024 3 75 2008 2018 R1 2.12 HCB 3,500 DNE 1-Rideau Ferry Rd. 001045 3 75 2008 2018 R1 1.98 HCB 4,200 DNE 1-Rideau Ferry Rd. 001065 3 75 2008 2018 R1 2.20 HCB 4,200 DNE 1-Rideau Ferry Rd. 001087 3 75 2008 2018 R1 1.72 HCB 6,500 DNE/P 4-Roger Stevens Drive 004011 3 80 2006 2018 Micro 4.41 HCB 3,900 MON 4-Roger Stevens Drive 004055 3 80 2006 2018 Micro 7.83 HCB 3,900 MON 4-Roger Stevens Drive 004134 3 80 2006 2018 Micro 4.28 HCB 2,860 MON 6-Christie Lake Road 006231 4 85 2006 2018 Micro 0.56 HCB 2,800 TVT

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6-Christie Lake Road 006237 3 85 2006 2018 Micro 3.60 HCB 2,800 TVT 14-Narrows Lock Road 014130 4 90 2007 2019 Micro 5.00 HCB 700 TVT 15-Fergusons Falls Road 015000 4 85 2007 2019 Micro 8.50 HCB 750 DNE 15-Fergusons Falls Road 015086 4 85 2007 2019 Micro 1.51 HCB 750 DNE 15-Fergusons Falls Road 015099 4 85 2007 2019 Micro 0.57 HCB 750 LH 29-Christian Street 029123 3 75 2009 2019 R1 0.61 HCB 5,000 MM 43-Hwy 43 043224 3 70 2009 2019 R1 1.17 HCB 8,500 DNE 43-Hwy 43 043306 3 70 2009 2019 R1 8.34 HCB 7,000 DNE/P 43-Hwy 43 043144 2 75 2009 2019 R1 7.65 HCB 9,000 DNE 43-Hwy 43 043221 3 75 2009 2019 R1 0.25 HCB 9,000 DNE TOTAL 325 LEGEND PCI=Pavement Condition Index AADT=Average Annual Daily Traffic DST=Double Surface Treatment SST=Single Surface Treatment Micro=Microsurfacing R1=Asphalt Resurfacing One Lift

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APPENDIX “B” ROAD REHABILITATION PROJECTS

RoadClassRoad Name Asset

ID

PCIYear of

Last Treatment

Km AADT MUN

8-6th Con. C Lanark 008224 5 45 1964 0.4 500 LH 16-Wolf Grove Road 016292 3 48 1994 9.24 1,400 LH 8-Watsons Corners Road 008104 4 48 2000 5.41 900 LH 6-Althorpe Road 006068 4 50 1998 7.38 700 TVT 19-Bennett Lake Road 019093 4 52 1960 4.35 120 TVT 6-Christie Lake Road 006143 3 52 1986 2.84 1,250 TVT 19-Bennett Lake Road 019002 4 52 1994 8.97 450 TVT 17-Blakeney Road 017293 4 52 1995 1.52 650 MM 36-Bolingbroke Road 036000 4 54 1987 0.71 500 TVT 36-Bolingbroke Road 036008 4 54 1993 5.65 500 TVT 19-Bennett Lake Road 019000 5 55 1994 0.27 450 TVT 36-Bolingbroke Road 036065 4 57 1987 7.66 500 TVT 11-River Road 011023 4 58 1987 0.98 1,050 MM 12-Markle Road 012236 4 58 1989 1.2 1,000 LH 12-McDonalds Crnrs. Rd. 012185 4 58 1989 5.25 1,000 TVT/DNE/LH12-McDonalds Crnrs. Rd. 012088 4 58 1989 0.68 1,300 LH 12-McDonalds Crnrs. Rd. 012091 3 58 1989 8.96 1,300 LH / TVT 12-Mill Street 012250 4 58 1989 0.37 1,000 LH 12-Pine Grove Road 012315 4 58 1990 4.64 850 LH 24-Campbell Side Road 024077 4 58 1995 2.91 600 MM 8-Watsons Corners Road 008102 4 59 1986 0.73 620 LH 8-Watsons Corners Road 008008 4 59 1989 8.88 620 LH 8-Watsons Corners Road 008000 4 59 1996 0.76 620 LH 9-Tatlock Road 009000 4 59 1995 8.81 600 MM 6-Althorpe Road 006000 4 60 1960 6.79 300 TVT 9-Tatlock Road 009129 4 60 1989 1.05 1,200 MM 9-Tatlock Road 009138 4 60 1992 5.09 550 MM / LH 9-Tatlock Road 009152 4 60 1992 0.85 550 LH 16-Wolf Grove Road 016387 3 60 1994 1.4 1,400 MM 36-Maberly Elphin Road 036189 4 60 1994 2.93 600 TVT 16A-Bridge Street 016903 3 60 1995 0.98 4,500 MM

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16A-Perth Street 016900 3 60 1995 0.31 4,500 MM 23-Rosedale Road South 023000 4 60 1998 2.79 600 MON 24-Bellamy Road 024031 4 60 2006 3.36 900 MM 24-Peneshula Road 024000 4 60 2006 3.09 800 LH / MM 24-4th Con. Pakenham 024065 4 61 2006 1.18 900 MM 17-Martin Street North 017237 3 61 2009 2.21 1,100 MM 36-Maberly Elphin Road 036148 4 62 1994 1.58 600 TVT 36-Maberly Elphin Road 036159 4 62 1994 2.52 600 TVT 511-Hwy 511 511160 3 62 1996 1.08 2,200 LH 511-Hwy 511 511171 3 62 1996 2.8 2,200 LH 511-Hwy 511 511202 3 62 1996 0.73 2,200 LH 511-Hwy 511 511209 3 62 1996 3.37 2,200 LH 511-Hwy 511 511248 4 62 1996 0.76 2,200 LH 511-Hwy 511 511251 4 62 1996 0.77 2,100 LH 511-Hwy 511 511257 3 62 1996 1.24 2,100 LH 511-Hwy 511 511272 3 62 1996 6.49 2,000 LH 20-Waba Road 020081 3 64 1991 7.66 1,000 MM 20-Waba Road 020029 3 64 1994 5.18 1,650 MM 20-Kinburn Side Road 020000 3 65 1991 1.48 1,900 MM 49-March Road 049000 2 65 1993 2.9 7,500 MM 19-Bennett Lake Road 019156 4 65 1994 1.58 120 TVT 7B-Townline Rd. West 007900 3 65 1994 1.25 3,500 BCK/MM 12-South Street 012254 4 65 1995 0.65 1,450 LH 17-Cemetery Side Road 017072 3 68 1993 2.94 1,100 BCK 17-Appleton Side Road 017101 4 68 2003 5.38 750 BCK / MM 23-Rosedale Road South 023028 4 70 1989 3.06 600 MON 20-Waba Road 020021 4 70 1991 0.75 1,650 MM 29-McNeely Avenue 029016 3 70 1992 1.17 10,000 CP 29-Town Line Road East 029028 3 70 1993 0.2 9,000 CP 17-Panmure Road 017308 4 70 1995 0.73 300 MM 9A-McIlraith Road 009900 5 70 1995 0.39 600 LH 17-Appleton Side Road 017155 3 70 2003 7.35 1,100 MM TOTAL 195 Legend PCI=Pavement Condition Index

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APPENDIX “C”

GRAVEL ROAD IMPROVEMENT PROJECTS

Road Name Asset ID RCR Km AADT MUN

9-Tatlock Road (Note 1) 009267 7 5.03 400 LH

16-South Lavant Road 016000 4 5.2 150 LH

16-South Lavant Road 016052 4 1.75 150 LH

19-Bennett Lake Road 019136 4 2.37 120 TVT

21-Lally Road 021000 4 5.19 100 TVT

TOTAL 19.54

Note: Tatlock Road paving to be completed by OMYA (Canada)

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APPENDIX “D”

NEW CONSTRUCTION PROJECTS

Road Project Estimated Cost Comment

511 "S" Curves (Note 1) $200,000 to $2 million

29 McNeely Avenue Widening $2,200,000

Perth Arterial Road $9,000,000 Currently not a County Road

29 McNeely Avenue Extension $3,000,000 Currently not a County Road

511 Perth to Lanark $1,500,000 Second Lift Asphalt

12 Roberts Road to Lanark Con 7A $700,000 Second Lift Asphalt

15 County Road 12 to Hwy 7 $650,000 Second Lift Asphalt

7 County Road 511 to County Road 12 $900,000 Second Lift Asphalt

TOTAL $18 to $20 million

Notes:

1. Options for the County Road 511 "S Curve" project will be described in a future Report.

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APPENDIX “E”

INTERSECTION IMPROVEMENT PROJECTS

Road Intersection Location Est. Cost

9 Tatlock Road @ Bellamy Mills Road Clayton $100,000

10 North @ Wilson Street Perth $50,000

10 North @ Gore Street Perth $50,000

29 Perth @ Christian Street Almonte $200,000

16A Queen @ Martin Street Almonte $25,000

TOTAL $425,000

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PW Agenda – October 7, 2009 49 of 49

APPENDIX “F”

BRIDGE REHABILITATION OR REPLACEMENT PROJECTS

Road Bridge Est. Cost

511 Clydesville $1,300,000

Boundary Glen Isle $1,100,000

43 Cockburn Creek $450,000

Boundary Kilmarnock $900,000

1 Rideau Ferry $700,000

511 Mississippi River $2,200,000

20 Five Arches $250,000

511 George Street $500,000

6 Dixon $300,000

36 Bolton Creek $230,000

511 King $95,000

12 Playfairville $185,000

Boundary Andrewsville (Note 1) ?

TOTAL $8,210,000

Notes:

1. The long-term plan for the Andrewsville will be discussed at a future meeting