mmm group limited final draft · 50 m on both sides of the road on arterials and major collectors....

FINAL DRAFT

April 28, 2014

City ofMississauga

2014 DevelopmentCharges UpdateTransportationBackground Study

MMM Group Limited

City of Mississauga 2014 Development Charges Update Transportation Background Study

MMM Group Ltd April 28, 2014 Page i

TABLE OF CONTENTS Page

1. INTRODUCTION ............................................................................................................... 1

2. ROAD INFRASTRUCTURE COSTING METHODOLOGY ............................................... 1 2.1 Unit Prices ........................................................................................................................... 1 2.2 Road Construction Benchmark Costs ................................................................................. 1 2.3 Other Road Related Construction Items ............................................................................. 4

3. ROAD NETWORK SERVICE LEVEL ............................................................................... 7 3.1 Measuring Road Service Level ........................................................................................... 7 3.2 Vehicles per Lane ............................................................................................................... 7 3.3 Lane Kilometre per Population and Employment ............................................................... 8 3.4 10 Year Historical Road Infrastructure Value ..................................................................... 8 3.5 Forecast Year 2041 Service Levels .................................................................................. 10

3.5.1 Year 2041 24 Hour Average Vehicles per Lane ................................................................ 10 3.5.2 Year 2041 Lane Kiometres per Capita (Population and Employment) .............................. 11 3.5.3 Findings of the Forecast Service Level Analysis ............................................................... 11

3.6 Forecast 2041 Road Infrastructure ................................................................................... 12 3.6.1 Road Transportation Infrastructure Costing ...................................................................... 12 3.6.2 Structures and Culverts ..................................................................................................... 13 3.6.3 Grade Separation Costs .................................................................................................... 14 3.6.4 Stand Alone Signals and Intersection Improvements ........................................................ 14 3.6.5 Transit Priority Measures .................................................................................................. 14 3.6.6 Growth / Non-Growth Cost Sharing ................................................................................... 14

3.7 Final Road Infrastructure Costs ........................................................................................ 15

4. SUMMARY ...................................................................................................................... 16


MMM Group Ltd April 28, 2014 Page ii

LIST OF TABLES Table 1: Road Construction Benchmark Costs (per km) .............................................................. 2 Table 2: Basic Construction Adjustment Factors .......................................................................... 2 Table 3: Other Road Infrastructure Unit Prices ............................................................................. 6 Table 4: 10-Year Historical Average Vehicles per Lane ............................................................... 7 Table 5: 10-Year Historical Lane-Kilometres per Population and Employment ............................ 8 Table 6: 10 Year Historical Road Infrastructure Value .................................................................. 9 Table 7: 10-Year Historical Average Vehicles per Lane ............................................................. 10 Table 8: Forecast Lane-Kilometres per Population and Employment ......................................... 11 Table 9: Roads Service Level Summary ..................................................................................... 11 Table 10: Road Infrastructure Cost Estimates ............................................................................ 13 Table 11: Proposed Rail Grade Separations .............................................................................. 14 Table 12: Preliminary Road Infrastructure Cost Estimates ......................................................... 15 APPENDICES

Appendix A - Road Infrastructure Costing Analysis

Appendix B - Roadway Service Level Analysis

Appendix C – Historical Infrastructure Inventory

Appendix D - Road Infrastructure Improvements

Appendix E - Growth / Non-Growth Cost Sharing Assumptions

File: F:\Mississauga DC\Technical Analysis\Report\Mississauga 2014 Development Charges Transportation Background Study-Draft Report April 28 2014.doc


MMM Group April 28, 2014 Page 1

1. INTRODUCTION

The City of Mississauga Transportation and Works Department retained MMM Group to assist in the development of the transportation infrastructure component of the Development Charges By-law that must be prepared in accordance with the 1997 Development Charges Act (Bill 98) and the implementing Regulation. The study was directed by a working committee comprised of senior staff members from the following departments:

- City of Mississauga Transportation and Works Department

- City of Mississauga Corporate Services Department

The purpose of the study was to identify the City’s future infrastructure requirements and implementation costs for the city-wide major road network, which consists of arterial and major collector roadways. The portion of the required transportation infrastructure program and costs that are attributed to new development were identified based on specific costing principles adopted by the Working Committee. The costing principles used in this analysis are similar to those used previously in the 1999, 2004, and 2009 City of Mississauga Development Charges Update studies.

2. ROAD INFRASTRUCTURE COSTING METHODOLOGY

2.1 Unit Prices

Unit prices for basic construction items such as asphalt, granular A and B, excavation, curb and gutter, etc. from actual City of Mississauga road widening and construction contracts tendered between 2009 and 2013 were reviewed in order to determine appropriate unit prices that are reflective of current conditions and trends. Several alternate approaches for calculating average unit prices were reviewed including a 5-year weighted average and a series of 3-year moving averages from 2009 to 2013.

A review of a minimum of 7 major road contracts that were awarded between 2009 and 2013 revealed that Unit prices appear to have remained relatively consistent during the last 5 years which is consistent with recent trends in the construction prices index. Based on this review it was recommended that a 5-year (2009 to 2013) weighted average approach be used to determine unit prices for use in the development charges program.

2.2 Road Construction Benchmark Costs

The road construction costs were estimated on a per km basis using recent unit prices and the City’s design standards for road widening and reconstruction projects as shown in Table 1.



Table 1: Road Construction Benchmark Costs (per km)

Road Improvement Type

2009 DC Costs 2014 DC Costs Difference

Total Difference % increase

New Construction 2 Lane $ 1,670,000 $ 1,776,000 $ 106,000 6.3% 4 Lane $ 2,223,000 $ 2,323,000 $ 100,000 4.5% 6 Lane $ 2,777,000 $ 2,871,000 $ 94,000 3.4% Reconstruction 2 Lane $ 1,732,000 $ 1,837,000 $ 105,000 6.1% 4 Lane $ 2,281,000 $ 2,380,000 $ 99,000 3.5% 6 Lane $ 2,830,000 $ 2,923,000 $ 93,000 3.3% Road Widening 2-4 Lane $ 1,686,000 $ 1,731,000 $ 45,000 2.7% 4-6 Lane $ 1,834,000 $ 1,895,000 $ 61,000 3.3% 2-6 Lane $ 2,492,000 $ 2,541,000 $ 49,000 2.0%

The costs shown in Table 1 reflect the cost for construction from curb to curb and do not include bridges, culverts, traffic signals, sidewalk, illumination, noise wall, utility relocation, etc.

The road construction per km costs include adjustment factors that account for basic construction items, miscellaneous items and engineering costs as shown in Table 2 as well as intersection tie-in costs. These are factors were derived from the Ministry’s Road Evaluation Manual (RIMS) that is used to estimate the cost of an entire roadway construction project by costing the major items and then using the general factors to address smaller construction items as well as different Miscellaneous and Contingency type items that are unique to each project. These adjustment factors were included in each project cost estimate that is included in the development charges program unless a detailed costing analysis was carried out for the project.

Table 2: Basic Construction Adjustment Factors

Basic

Construction Engineering Miscellaneous

Road Widening 15% 19% 22%

Reconstruction - 19% -

New Construction

10% 10% -

Basic Construction Adjustment Factor

The adjustment for basic construction items was applied only to road widenings (15%) and new construction (10%) and represents many of the possible construction items that can vary from project to project. The following items were accounted for through a



program wide adjustment factor rather than using a detailed costing analysis of each project:

- Larger than typical storm sewer and catch basin requirements

- grading and boulevard sodding

- boulevard splash pads

- base repairs and milling on more than 10% of existing road surface

- test holes

- relocation of street signs

- traffic control (signs, temporary delineation, barriers, flag persons, etc)

- permanent pavement markings

- dust control

A basic construction adjustment factor was not used for reconstruction projects since our costing methodology, which reflects new construction costs and techniques, assumes that the existing road is completely excavated. Since some components of the existing road are normally salvaged during most reconstruction projects, our reconstruction benchmark costs do not need any further adjustments.

Engineering Adjustment Factor

The 19% engineering adjustment for road widenings and reconstruction reflects the costs associated with the following activities:

10% - functional planning, detail design, tendering, and contract administration

5% - survey, geological investigations, and disbursements

4% - inspection, monitoring, testing, and disbursements

The engineering adjustment factor does not include the costs of undertaking Environmental Assessment (EA) studies. The costs of EA studies have been estimated based on 1.5% of the value of the road and grade separation program.

Miscellaneous Adjustment Factor

A miscellaneous adjustment of 22% was applied to road widening projects only. The purpose of this factor is to address the additional costs associated with widening a road in an established area that could result in significant impacts on existing properties and road access points. The miscellaneous adjustment factor addresses the following:

- restoration of driveway entrances

- restoration of cross and side street culverts

- boulevard restoration

- restoration of fencing

- relocation of fire hydrants

- water valve adjustments

- unknown utility relocations



- reinstatement of landscaping on private properties resulting from accidental damage

- excavation in excess of typical depths

- excavation through rock

- lighting for night time work

- other unforeseen items encountered during construction

Intersection Tie-in Costs

The road construction benchmark costs reflect a continuous mid-block road cross-section and do not address the additional costs associated with tying into existing intersections including the reconstruction of turn lanes. A detailed review of the intersection tie-in requirements for the roads within the development charge program was carried out to assess the number of minor and major intersection tie-ins that will be required. An average cost of $492,900 per km was calculated for intersection tie-ins based on a cost of $190,500 for a tie in to a minor road and $ 226,000 for a tie in to a major road. The calculation of the average per km intersection tie in cost is shown in Table A-3 in Appendix A.

2.3 Other Road Related Construction Items

The benchmark costs were used to calculate the basic “curb to curb” road improvement costs. In order to address the total cost of road construction, costs for the following items were included for each construction project in the roads program. The unit prices for each of these items are summarized in Table 3.

Traffic Signals

The location of all traffic signals in Mississauga owned by the City of Mississauga, the Region of Peel and the Ministry of Transportation in 2008 as well as the proposed future installations was provided by City staff. The unit price of $165,000 for a new signal installation and $235,000 for relocating a set of existing signals ($65,000 for temporary signals and $165,000 for permanent signals) per intersection was developed based on recent contracts for signal installations within the GTA. An average cost of $415,000 per kilometre was calculated based on the number of existing and new signals within the roads program.

Structures

A database of the City of Mississauga’s bridges and culverts as well as aerial photography was used to determine the total deck area of the existing and proposed roadway structures within the City of Mississauga. The structures were subdivided into categories based on the size of the structure. The unit prices for bridges and culverts were estimated by staff in the MMM Group structures department.

Noise Barriers

The unit price for concrete acoustical walls of $850/m was based on current prices experienced in recent City contracts and was provided by City Staff.



Sidewalks

The unit costs for removal and replacement of sidewalk are based on a sidewalk width of 1.5m.

Illumination

The cost for illumination per kilometre was developed based on an average spacing of 50 m on both sides of the road on arterials and major collectors. Based on an average price of $5,900 per luminaire, the current unit price using in the costing analysis is $236,000 per km.

Landscaping

The landscaping component of the infrastructure inventory includes tree planting along all major collectors and arterials. It is assumed that one tree would be planted every 10m of frontage on both sides of the street. The cost of $475 per tree resulted in a total cost of $95,000 per centreline kilometre of roadway.

Rail Grade Separations

The proposed rail grade separations and individual cost estimates were provided by the City of Mississauga. The cost estimates for each grade separation are site specific and depend on the number of tracks, width of the roadway, and adjacent property constraints and typically average $25 M each.

At-Grade Rail Crossings

The cost of at-grade rail crossings were estimated by indexing the unit prices from the 2009 DC study by 5%.

Special Items

The special Item category includes several construction items that may not be present on every road project including Concrete Median, Centre Turn Lanes and Left Turn Lanes. The unit prices for basic construction items and the City of Mississauga design standards were used to estimate the construction costs of turn lanes and medians.

Bicycle Facilities

The unit price for the construction of bicycle facilities was provided by the City of Mississauga.

Zebra Striped Crosswalks

The zebra-striped crosswalks program was implemented in 2006 in high pedestrian areas to improve safety. A unit price of $10,000 per intersection was provided by the City of Mississauga.

Road Right-of-Way Property

The value of the road right-of-way was estimated based on recent sales contracts throughout the City of Mississauga for residential, industrial and commercial properties. The value of all other land was assumed to be the average of the residential, commercial and industrial property values.



Table 3: Other Road Infrastructure Unit Prices

Infrastructure Items Unit Price

TRAFFIC SIGNALS

New Intersection $ 165,000 / Int.

Existing Intersection $ 235,000 / Int.

STRUCTURES

A – Bridge Widening Small Bridges (<150m2) $ 13,115 – 15,790 / m2

Medium Bridges (150m2 – 500m2) $ 9,870 – 11,840 / m2

Medium Bridges (500m2 – 900m2) $ 8,880 – 10,655 / m2

Large Bridges (>900m2) $ 6,580 – 7,895 / m2

B – Bridge Construction $ 4,000 / m2

C – Culverts $ 6,600 / m2

NOISE BARRIER $ 840 / m

SIDEWALKS $ 61,245 / Km

ILLUMINATION $ 236,000 / CTL Km

LANDSCAPING/TREE PLANTING $ 93,000 / CTL Km

RAIL CROSSINGS

A - Rail Grade Separations $25M ea.

B - At-Grade Crossings

Signal Relocation $ 315,000 / location

Padding Per Track $ 158,000 / track

SPECIAL ITEMS Median Boulevard $ 426,000 / Km

Raised Median $ 155,000 / Km

Retaining Wall $ 217,000 / Km

Resurface Existing Centre Turn Lane $ 53,000 / Km

Centre Turn Lanes

Road Widening $ 605,000 / Km

New Construction $ 415,000 / Km

BICYCLE FACILITIES

A - On-road Bicycle Lanes

As part of a road reconstruction project $ 550,000 / Km

Widening for Bicycle lanes only $ 1,200,000 / Km

B - Boulevard Trails $ 360,000 / Km

C - Sharrows $ 7,500 / Km

D - Lane Conversion

For Bike Lanes (4 Lanes to 3 Lanes) $ 40,000 / Km

For Sharrows (4 Lanes to 4 Lanes) $ 40,000 / Km

E - Signed Route $ 2,000 / Km

F - Bike Lanes on road with only centre line $ 20,000 / Km

HYDRO & UTILITY RELOCATION

Utility Relocation $ 400,000 / Km

ZEBRA STRIPED CROSSWALKS $ 10,000 / Int.

RIGHT-OF-WAY PROPERTY Residential $ 370.66 / m2

Commercial $ 308.88 / m2

Industrial $ 284.17 / m2

Other $ 321.24 / m2

Additional background information pertaining to the unit price and benchmark costing analysis is presented in Appendix A.



3. ROAD NETWORK SERVICE LEVEL

3.1 Measuring Road Service Level

The Act and Regulations require that analysis be undertaken to determine the average service level that has been provided over the last 10 years and that the service level that is applied to future growth can’t exceed the 10 year historical average. The road service level methodologies that utilize Average Vehicles per Lane and Lane-kilometres per Population and Employment that have been used in past development charges studies have been used to provide justification for the proposed growth related roads program. An additional road service level methodology is being utilized in the current development charges study that incorporates a total value for all road related infrastructure.

3.2 Vehicles per Lane

The vehicle per lane service level measure consists of determining the average daily vehicles per lane for the major road system over the past 10 years. This approach utilizes traffic databases compiled by the City that include daily traffic counts by major road section on arterial and major collector roads under the jurisdiction of the City for each year from 2004 to 2013.

The traffic data when combined with number of lanes and length of each road section was used to calculate the daily vehicle kilometres travelled and lane kilometres for each road section. The vehicle km and lane km totals for the entire road network were used to calculate the average daily traffic per lane for each of the analysed years over the past 10 years. The average 10 year historical service level was established by averaging the service levels of the individual years. A similar approach was used to calculate the average vehicle per lane service level measure as part of the City’s last development charge update in 2009. The 10-year historical average vehicles per lane are shown in Table 4.

Table 4: 10-Year Historical Average Vehicles per Lane

Year Lane KM Vehicle KM Average Vehicle / Lane

2004 1,338 7,688,826 5,747 2005 1,341 7,825,679 5,838 2006 1,353 7,863,608 5,814 2007 1,359 8,018,836 5,904 2008 1,374 7,900,020 5,747 2009 1,380 7,865,223 5,700 2010 1,381 7,915,936 5,731 2011 1,381 7,973,864 5,775 2012 1,373 8,023,271 5,846 2013 1,378 8,183,736 5,963

Average 1,366 7,925,900 5,803



3.3 Lane Kilometre per Population and Employment

A second measure was used to assess the 10-year historical service level for the City’s arterial and major collector road network that consists of measuring lane km per population and employment. As with the vehicles per lane measure, the lane km per population and employment measure is based on determining the 10-year historical average lane km per population and employment for the major road system for each year between 2004 and 2013 using the City's population and employment totals for the respective years. The 10-year historical lane kilometres per population and employment are presented in Table 5.

Table 5: 10-Year Historical Lane-Kilometres per Population and Employment

Year Lane KM Population Employment Pop. + Emp.Lane KM Per Pop. & Emp.

2004 1,338 645,718 410,599 1,056,317 1.27 2005 1,341 657,034 420,515 1,077,549 1.24 2006 1,353 668,549 430,671 1,099,220 1.23 2007 1,359 677,296 435,367 1,112,663 1.22 2008 1,374 686,157 440,115 1,126,272 1.22 2009 1,380 695,134 444,914 1,140,048 1.21 2010 1,381 704,229 449,766 1,153,995 1.20 2011 1,381 713,443 454,671 1,168,114 1.18 2012 1,373 717,842 460,155 1,177,997 1.17 2013 1,378 722,268 465,705 1,187,973 1.16

Average 1,366 688,767 441,248 1,130,015 1.21

3.4 10 Year Historical Road Infrastructure Value

An inventory of the City of Mississauga’s infrastructure for each year between 2004 and 2013 was compiled to calculate the historical average road infrastructure value. The historical road infrastructure value on a per capita (population and employment) basis can be used to determine the maximum growth related funding envelop that would be permitted based on planned future population and employment growth to 2041. The existing right-of-way for all major collector and arterial roads in Mississauga was inventoried from mapping provided by the City. The land component of all concession roads (20 m) that were in existence prior to the creation of the City of Mississauga in 1974 were removed to establish the inventory of all road ROW acquired for the purpose of urbanization and accommodating growth.

The property types were determined from a combination of aerial photography and the City of Mississauga Official Plan. The total land value was estimated based on recent sales contracts throughout the City of Mississauga for residential, industrial and commercial properties. The value of all other land use types was assumed to be the average of the residential, commercial and industrial property values. The infrastructure items included in the inventory are as follows:



- Roadways (curb to curb)

- traffic signals ( signal relocation assumes cost for temporary signals)

- bridges and culverts (widening and new construction)

- noise attenuation barriers (noise wall)

- Sidewalks (road widening includes cost of sidewalk removals)

- Illumination

- landscaping / tree planting

- rail grade separations

- Zebra Stripped Crosswalks

- Concrete Medians

- Centre Turn Lanes

- Left Turn Lanes

- Bicycle facilities within curb to curb

- Bicycle facilities on boulevards

- Property ROW

The average 10-Year historical road infrastructure value is shown in Table 6.

Table 6: 10 Year Historical Road Infrastructure Value

Year

Road Infrastructure

Value

($ Millions)

Population EmploymentCapita

(Pop. + Emp.)

Road Infrastructure Value per Capita

(1000)

($ Millions)

2004 4,802.3 645,718 410,599 1,056,317 4.55 2005 4,818.9 657,034 420,515 1,077,549 4.47 2006 4,833.7 668,549 430,671 1,099,220 4.40 2007 4,845.1 677,296 435,367 1,112,663 4.35 2008 4,871.2 686,157 440,115 1,126,272 4.33 2009 4,881.2 695,134 444,914 1,140,048 4.28 2010 4,888.5 704,229 449,766 1,153,995 4.24 2011 4,895.2 713,443 454,671 1,168,114 4.19 2012 4,898.5 717,842 460,155 1,177,997 4.16 2013 4,909.9 722,268 465,705 1,187,973 4.13

Average 4,864.5 688,767 441,248 1,130,015 4.31

The 10-year historical road infrastructure value was used to establish the maximum allowable growth related funding envelope which is addressed in the Development Charges Background Study report prepared by Hemson Consultants.



3.5 Forecast Year 2041 Service Levels

3.5.1 Year 2041 24 Hour Average Vehicles per Lane

The future average vehicles per lane road service level was determined using forecast traffic from the City’s travel demand model factored to 24 hour volumes and using the future required number of lanes for each road section. Year 2041 forecast AM peak hour traffic for both directions of travel was extracted for the arterial and major collector road network from the City travel demand model. The peak hour volumes were expanded to reflect 24 hour traffic based on a peak hour factor. A current review of a random sampling of 22 intersections throughout City of Mississauga indicate that the current AM peak hour to 24 Hour Factor is 6.9%; however, for consistency with past DC Studies an AM peak hour to 24 hour factor of 7.5% was maintained and used in the analysis. A summary of the 2013 AM peak hour to 24 Hour factor calculation for 2013 is included in Table B-4 in Appendix B.

The total lane kilometres for the major road network were calculated based on the required number of lanes and length of each road section. The average vehicles per lane for the forecast 2041 and Growth Portion Only were calculated based on the total forecast vehicle kilometres travelled and the total future lane kilometre as shown in Table 7. The Growth Only calculation reflects the growth related component of the future vehicle kilometres and lane kilometres as extracted from the City’s travel demand model.

Table 7: 10-Year Historical Average Vehicles per Lane

Year Lane Km Vehicle Km Average

Vehicles/Lane

Average 10-Year Historical

1,366 7,897,251 5,788

Growth Only 151 2,371,395 15,663

Forecast 2041 1,529 10,394,666 6,797

The Growth Only calculated values in Table 7 are based on planned growth occurring between years 2013 and 2041.

The results of the Average Vehicle per Lane service level analysis indicate the following:

- the average vehicles per lane is forecast to increase over the next 27 years

- the future major road network will be more congested in the future than it has been over the past 10 years

- the service level for the Growth Portion Only is forecast to be worse than the historical 10- year average

- the road service level is forecast to deteriorate over the next 27 years

The detailed vehicle kilometre and lane kilometre data used to calculate the 2013 and 2041 service levels are included in Appendix B.



3.5.2 Year 2041 Lane Kiometres per Capita (Population and Employment)

The future lane kilometres per Capita (population and employment) service level was calculated using the forecast lane kilometres, population, and employment for the year 2041. The future lane kilometres per capita (population and employment) measure was expressed in terms of total future (existing plus growth) and growth only. The total future analysis includes all future road infrastructure, population and employment; while the Growth Portion Only measure is based on additional lane kilometres required to meet the future population and employment growth forecast between 2013 and 2041. The forecast lane kilometres per population and employment service levels are presented in Table 8.

Table 8: Forecast Lane-Kilometres per Population and Employment

Year Lane Km Population Employment Pop. & Emp. Lane Km

/1000 Pop. & Emp.

Average 1,366 688,767 441,248 1,130,015 1.21

Growth Only 151 121,554 90,941 223,495 0.67

Forecast 2041

1,529 843,822 556,646 1,400,468 1.09

The Lane km per Population and Employment service level assessment shows that the service level is forecast to deteriorate (decreasing lane km per population and employment) over the next 27 years.

3.5.3 Findings of the Forecast Service Level Analysis

The results of the 10-year historical and forecast Year 2041 service level analysis using vehicles per lane and lanes per population and employment both indicate that the service levels are forecast to deteriorate over the next 27 years.

As shown in Table 9, the service level of the City’s major road network is forecast to deteriorate by 17% based on the average 24 hour vehicles per lane measure and by 12% based on growth only lane kilometre per population and employment service level measure. It should be noted that the traffic data that was used to establish the average 10-year historical roads service level includes truck traffic, while the forecast 2041 traffic forecasts from the City’s model does not.

Table 9: Roads Service Level Summary

Year Average Vehicles

per Lane Lane Km /1000

Pop. & Emp.

Average 10-Year Historical

5,788 1.21

Growth Only 15,663 0.67

Forecast 2041 6,797 1.09



Therefore, regardless of the road service level measure that is used, the City’s road infrastructure is forecast to experience a deterioration in road service level over the next 27 years.

3.6 Forecast 2041 Road Infrastructure

3.6.1 Road Transportation Infrastructure Costing

The 2041 required roads program consists of projects that are already included in the City’s 10-year Capital Plan and longer range transportation infrastructure needs that have been established through the City’s Transportation and Works Department. The additional projects in the 10 to 27 year period were determined based in part on the City’s update 2041 EMME/2 travel demand forecasting model and based on the professional judgement of Transportation and Works staff that considered numerous other factors.

The unit prices and road construction benchmark costs presented in Section 2.0 of this report were utilized to establish the costs of the required roads program. The benchmark costs were used to calculate the basic "curb to curb" road improvement costs. However, in order to address the total cost of road construction, costs for the following items were included for each construction project in the road program:

- Sidewalks (road widening includes cost of sidewalk removals)

- Illumination

- relocation of major above ground utilities (Mississauga related utility cost: 35%)

- traffic signals ( signal relocation assumes cost for temporary signals)

- noise attenuation barriers (noise wall)

- centre turn lanes

- centre medians

- major road profile changes

- median boulevard

- bicycle facilities (within travelled portion of road and within boulevard)

- landscaping / tree planting

- bridges and culverts (widening and new construction)

- property requirements

A summary of the total road infrastructure costs is presented in Table 10. The detailed proposed road infrastructure costs are presented in Table D-1and D-2 in Appendix D. The costs presented in Table 10 have been rounded to the nearest $1000 and may not exactly reflect the totals presented in Table D-1 and Table D-2.



Table 10: Road Infrastructure Cost Estimates

Roads Program Component Proposed Total

Infrastructure Cost

Arterials $ 203,321,000

Major Collectors $ 225,863,000

Grade Separations $ 77,425,000

EA Studies $ 7,599,000

DC, OP, and TMP Studies $2,500,000

Stand Alone Traffic Signal and Intersection Improvement Costs

$ 58,500,000

ATMS and Signal Phasing Upgrades $37,860,000

Transit Signal Priority $48,354,000

Stand Alone Sidewalk Program $ 9,923,000

Bicycle Facilities $ 83,600,000

Stand Alone Noise Walls $ 1,890,000

Total $ 756,840,000

3.6.2 Structures and Culverts

Current unit prices for the widening and new construction of bridge structures were obtained through MMM’s Structural Department. The following unit prices were used in the study:

Bridges

- Widening

Small (<150m2) - $15,070 / m2

Medium (150m2 - 500m2) - $11,302 / m2

Medium (500m2 - 900m2) - $10,172 / m2

Large (>900m2) - $7,535 / m2

- New Construction - $4,586 / m2

Culverts

- Widening and New Construction - $7,559 / m2

A cost adjustment of 20% was added to certain structures identified as being particularly complex. Background data on the unit price and benchmark costing analysis are included in Appendix A.



3.6.3 Grade Separation Costs

It is estimated that five railway grade separations will be required over the next 27 year time period and have been included as part of the development related transportation infrastructure costs for Year 2041. Since two of the proposed grade separations are going to be cost shared with the City of Brampton, the City is actually proposing to fund the equivalent of only four new grade separations. The rail grade separation construction costs are presented in Table 11.

Table 11: Proposed Rail Grade Separations

RAIL GRADE SEPARATIONSCity of Mississauga Construction Costs

Torbram Road North (CNR) $ 15,000,000

Torbram Road South (CNR) Goreway Road (CNR) $ 12,425,000 Drew Road (CNR) $ 25,000,000

Ninth Line or Tenth Line $ 25,000,000

Total $ 77,425,000

3.6.4 Stand Alone Signals and Intersection Improvements

The stand-alone signals and intersection improvements refers to all intersection upgrades or new signal installations that are not along road sections being widened or constructed before 2041. The costs for intersection improvements and new traffic signals were calculated to be $58.5 M. The signal phasing upgrades are estimated to cost $7.42 M and the City’s ATMS Plan is estimated to cost $30.44 M. ITS Strategies include Fire pre-emption systems, CCTV, Adaptive Control, Incident Management Software, Traveller Software, and RWIS. All signal related costs are required to address increased traffic demands and road congestion to year 2041. A detailed breakdown of these costs is shown in Table A-8.

3.6.5 Transit Priority Measures

The transit priority measures considered for the City of Mississauga over the next 27 were estimated at $48.354 M and include equipping buses with transit signal priority and vehicle logic units. There were 22 intersections identified along Derry Road, Dixie Road, Erin Mills Parkway and Dundas Street where queue jump lanes need to be implemented at a cost of 11.59 M.

3.6.6 Growth / Non-Growth Cost Sharing

It is assumed that all new roads are 100% growth related and will therefore be funded 100% from development charges. In the case of major collectors, it is assumed that the developer is responsible for constructing the initial 2 lanes of the road including all associated infrastructure (i.e., curb, sidewalk, illumination, etc) and the City is responsible for widening the road from 2 to 4 lanes. The cost associated with building the additional 2 lanes of a 4 lane road represents 25% of the cost of building the 4 lane road. Therefore, the City’s share of the cost is 25%.



In the case of road widening or reconstruction, it is assumed that non-growth is responsible for resurfacing or reconstructing the existing road and that growth is responsible for the widening portion of the improvement. Therefore, the non-growth share of a reconstruction or widening is 10% for a 2 to 4 or 2 to 6 lane widening and 20 % for a 4 to 6 lane widening. Rural roads that require significant profile changes due to development are 100% growth related.

The calculations used to establish the growth/non-growth cost sharing for roads are included in Appendix E.

3.7 Final Road Infrastructure Costs

A summary of the road infrastructure costs separated into growth, developer, and non-growth component is presented in Table 12.

Table 12: Preliminary Road Infrastructure Cost Estimates

Roads Program Component

Total Infrastructure Cost

Growth DC Developer / Recoveries

Non-Growth

Arterials $ 203,321,000 $171,618,000 $ 2,222,000 $29,482,000

Major Collectors $ 225,863,000 $215,815,000 $ 5,282,000 $ 4,764,000

Grade Separations $ 77,425,000 $ 77,425,000 - -

EA Studies $ 7,599,000 $ 7,599,000 - -

DC, OP, and TMP Studies

$2,500,000 $2,500,000

Stand Alone Traffic Signal and Intersection Improvement Costs

$ 58,500,000 $ 58,500,000 - -

ATMS and Signal Phasing Upgrades

$37,860,000 $37,860,000

Transit Signal Priority $48,354,000 $48,354,000

Stand Alone Sidewalk Program

$ 9,923,000 $ 9,923,000 - -

Bicycle Facilities $ 83,600,000 $ 83,600,000 - -

Stand Alone Noise Walls $ 1,890,000 $ 1,890,000

Total $ 756,835,000 $ 715,084,000 $7,504,000 $ 34,247,000



4. SUMMARY

The technical analysis presented in this report was used as input for calculation of the City-wide engineering growth-related capital forecast development charge. Details of the rationalization for the residential and non-residential rates are presented in a separate background study report that has been prepared by the City's Corporate Services Department.

APPENDIX A

ROAD INFRASTRUCTURE COSTING ANALYSIS

1 EXCAVATION m³ 16.03$

2 REMOVE EXISTING STORM SEWER (all sizes) m 60.82$

3a BASE COURSE ASPHALT (HL-8) tonne 73.00$

3b BASE COURSE ASPHALT (HDBC) tonne 65.90$

3c SUPERPAVE tonne 72.88$

4a TOP COURSE ASPHALT (HL-1) tonne 74.39$

4b TOP COURSE ASPHALT (HL-3) tonne 67.29$

Weighted Average (Top & Base Asphalt Course) 69.19$

5 GRANULAR A tonne 16.51$

6 GRANULAR B tonne 16.65$

7 CURB & GUTTER REMOVAL m 7.60$

8 CURB & GUTTER INSTALLATION m 41.93$

9 CONCRETE SIDEWALK REMOVAL m² 7.98$

10 CONCERTE SIDEWALK INSTALLATION m² 40.83$

11 SUBDRAINS m 14.58$

12 INSTALL CONCRETE SPLASH PAD m² 38.24$

13 STORM SEWERS (525mm) m 385.63$

14a CATCHBASIN LEADS (250mm) m 186.14$

14b CATCHBASIN LEADS (300mm) m 239.37$

Weighted Average (Catchbasin Leads) 194.55$

15 MANHOLE REMOVAL each 600.08$

16a MANHOLE INSTALL (1200mm) each 5,057.20$

16b MANHOLE INSTALL (1500mm) each 5,785.38$

16c MANHOLE INSTALL (1800mm) each 6,400.76$

16d MANHOLE INSTALL (2400mm) each -$

Weighted Average (Manholes Installed) 5,057.20$

17 CATCHBASIN REMOVAL each 243.08$

18a CATCHBASIN INSTALL (SINGLE) each 2,005.75$

18b CATCHBASIN INSTALL (TWIN) each 3,033.20$

Weighted Average (Catchbasins Installed) 2,073.34$

19 ADJUST MANHOLE (< 400 mm) each 323.98$

20 ADJUST MANHOLE (>400mm) each 250.00$

21 ADJUST CATCHBASIN each 238.73$

22 GRINDING m² 2.38$

ITEM UNIT5 YEAR WT. AVERAGE

(-Hi & Lo)2009-2013

TABLE A-1

CITY OF MISSISSAUGA

2014 DEVELOPMENT CHARGES STUDY UPDATE

SUMMARY OF ANNUAL CONSTRUCTION UNIT PRICES

21/04/2014 Construction Unit Prices--A1 Unit Costs Summary 1

TABLE A-2

CITY OF MISSISSAUGADEVELOPMENT CHARGES UPDATE - 2014

CONSTRUCTION UNIT PRICES FOR 2009 - 2013 PROJECTSWEIGHTED AVERAGE ANALYSIS 2009 2010 2011 2012 2012 2012 2013

2 4 6 8 10 11 13

UNIT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT UNIT PRICE QUANTITY PRODUCT

1 EXCAVATION m³ 15.14$ 7,560.80 114,491.98$ 13.30$ 11,220.00 149,170.00$ 10.72$ 6,323.94 67,805.32$ 20.07$ 7,345.00 147,380.00$ 15.56$ 27,478.75 427,500.00$ 24.79$ 6,200.00 153,706.12$ 27,478.75 6,200.00 32,449.74 66,128.49 427,500.00$

2 REMOVE EXISTING STORM SEWER (all sizes) m 0.00 0.00 0.00 0.00 -$

3a BASE COURSE ASPHALT (HL-8) tonne 75.00$ 45.45 3,408.75$ 85.00$ 81.36 6,915.60$ 63.79$ 160.26 10,222.99$ 90.00$ 120.97 10,887.30$ 77.83$ 1,718.07 133,717.39$ 67.93$ 1,960.00 133,148.30$ 1,960.00 45.45 2,080.66 4,086.11 133,717.39$

3b BASE COURSE ASPHALT (HDBC) tonne 73.51$ 5,613.56 412,631.93$ 58.30$ 4,601.61 268,273.86$ 61.35$ 5,796.82 355,644.22$ 67.70$ 1,954.33 132,308.14$ 67.50$ 9,494.37 640,869.98$ 9,494.37 1,954.33 16,011.99 27,460.69 640,869.98$

3c SUPERPAVE tonne 0.00 0.00 0.00 0.00 -$

4a TOP COURSE ASPHALT (HL-1) tonne 75.00$ 10,378.18 778,363.50$ 75.13$ 4,533.76 340,621.39$ 70.00$ 2,214.40 155,008.00$ 10,378.18 2,214.40 4,533.76 17,126.34 778,363.50$

4b TOP COURSE ASPHALT (HL-3) tonne 80.00$ 7.42 593.60$ 60.92$ 3,052.49 185,966.20$ 58.73$ 2,589.22 152,055.86$ 93.18$ 289.93 27,014.83$ 100.00$ 727.47 72,747.00$ 80.27$ 785.00 63,009.60$ 3,052.49 7.42 4,391.62 7,451.53 185,966.20$

Weighted Average (Top & Base Asphalt Course) 75.00$ 10,431.05 782,365.85$ 74.23$ 10,147.32 753,253.32$ 59.62$ 7,735.46 461,155.66$ 60.60$ 8,546.30 517,923.07$ 71.01$ 4,579.63 325,218.27$ 70.97$ 11,939.91 847,334.37$ 71.46$ 2,745.00 196,157.90$ 27,018.03 56,124.67

5 GRANULAR A tonne 18.39$ 8,309.47 152,811.15$ 16.30$ 6,453.09 105,185.37$ 17.81$ 4,182.05 74,482.31$ 17.10$ 7,047.82 120,517.72$ 14.50$ 17,671.00 256,229.50$ 21.81$ 2,200.00 47,982.00$ 17,671.00 2,200.00 25,992.43 45,863.43 256,229.50$

6 GRANULAR B tonne 14.70$ 5,438.42 79,944.77$ 16.19$ 5,903.71 95,581.06$ 19.81$ 4,200.00 83,202.00$ 5,903.71 4,200.00 5,438.42 15,542.13 95,581.06$

7 CURB & GUTTER REMOVAL m 10.00$ 461.30 4,613.00$ 7.56$ 2,244.90 16,971.44$ 11.20$ 2,061.70 23,091.04$ 7.94$ 1,212.80 9,628.46$ 12.00$ 2,980.90 35,770.80$ 5.00$ 8,969.10 44,845.50$ 9.71$ 610.00 5,923.10$ 8,969.10 461.30 9,110.30 18,540.70 44,845.50$

8 CURB & GUTTER INSTALLATION m 42.47$ 468.10 19,878.60$ 43.60$ 2,956.80 128,908.07$ 51.60$ 3,520.60 181,670.29$ 40.74$ 2,444.50 99,588.45$ 52.98$ 2,988.00 158,290.39$ 34.20$ 10,571.40 361,519.90$ 52.33$ 1,200.00 62,791.60$ 10,571.40 468.10 13,109.90 24,149.40 361,519.90$

9 CONCRETE SIDEWALK REMOVAL m² 10.00$ 913.21 9,132.10$ 7.72$ 2,909.41 22,460.65$ 12.30$ 1,903.10 23,408.13$ 8.25$ 974.57 8,038.39$ 13.60$ 2,356.90 32,053.84$ 5.00$ 7,743.99 38,719.95$ 10.25$ 105.00 1,076.25$ 7,743.99 105.00 9,057.19 16,906.18 38,719.95$

10 CONCERTE SIDEWALK INSTALLATION m² 40.64$ 792.73 32,214.20$ 46.07$ 2,647.77 121,995.42$ 46.23$ 4,035.67 186,580.23$ 32.85$ 3,882.87 127,555.04$ 47.62$ 2,526.55 120,308.49$ 35.13$ 3,906.59 137,255.35$ 45.13$ 120.00 5,415.60$ 4,035.67 120.00 13,756.51 17,912.18 186,580.23$

11 SUBDRAINS m 16.58$ 668.20 11,078.76$ 19.10$ 2,549.20 48,689.72$ 13.68$ 1,628.20 22,275.81$ 20.80$ 2,456.10 51,086.88$ 11.00$ 9,067.20 99,739.20$ 20.54$ 975.00 20,026.50$ 9,067.20 668.20 7,608.50 17,343.90 99,739.20$

12 INSTALL CONCRETE SPLASH PAD m² 45.96$ 850.06 39,068.76$ 44.80$ 836.35 37,468.48$ 44.22$ 63.53 2,809.30$ 54.50$ 56.33 3,069.99$ 35.00$ 4,721.41 165,249.35$ 46.24$ 240.00 11,097.60$ 4,721.41 56.33 1,989.94 6,767.68 165,249.35$

13 STORM SEWERS (all sizes) m 423.24$ 30.40 12,866.50$ 286.22$ 11.50 3,291.53$ 30.40 11.50 0.00 41.90 12,866.50$

14a CATCHBASIN LEADS (250mm) m 381.28$ 107.50 40,987.60$ 100.00$ 224.60 22,460.00$ 195.36$ 136.10 26,588.50$ 268.00$ 97.80 26,210.40$ 145.00$ 557.80 80,881.00$ 263.45$ 156.00 41,098.20$ 557.80 97.80 624.20 1,279.80 80,881.00$

14b CATCHBASIN LEADS (300mm) m 294.16$ 49.90 14,678.58$ 120.00$ 8.10 972.00$ 484.84$ 8.00 3,878.72$ 279.00$ 9.30 2,594.70$ 155.00$ 59.70 9,253.50$ 248.29$ 105.00 26,070.45$ 105.00 8.00 127.00 240.00 26,070.45$

Weighted Average (Catchbasin Leads) #DIV/0! 0.00 -$ 353.66$ 157.40 55,666.18$ 100.70$ 232.70 23,432.00$ 211.43$ 144.10 30,467.22$ 268.96$ 107.10 28,805.10$ 145.97$ 617.50 90,134.50$ 257.35$ 261.00 67,168.65$ 751.20 1,519.80

15 MANHOLE REMOVAL each 0.00 0.00 0.00 0.00 -$

16a MANHOLE INSTALL (1200mm) each 5,562.18$ 2.00 11,124.36$ 4,047.23$ 1.00 4,047.23$ 2.00 1.00 0.00 3.00 11,124.36$

16b MANHOLE INSTALL (1500mm) each 0.00 0.00 0.00 0.00 -$

16c MANHOLE INSTALL (1800mm) each 0.00 0.00 0.00 0.00 -$

16d MANHOLE INSTALL (2400mm) each 0.00 0.00 0.00 0.00 -$

Weighted Average (Manholes Installed) #DIV/0! 0.00 -$ 5,562.18$ 2.00 11,124.36$ #DIV/0! 0.00 -$ #DIV/0! 0.00 -$ #DIV/0! 0.00 -$ 3,469.71$ 21.00 72,864.00$ 4,047.23$ 1.00 4,047.23$ - 3.00

17 CATCHBASIN REMOVAL each 412.62$ 46.00 18,980.52$ 500.00$ 35.00 17,500.00$ 418.33$ 17.00 7,111.61$ 183.29$ 49.00 8,981.00$ 50.00$ 94.00 4,700.00$ 461.26$ 6.00 2,767.56$ 94.00 6.00 147.00 247.00 18,980.52$

18a CATCHBASIN INSTALL (SINGLE) each 1,988.28$ 44.00 87,484.20$ 3,007.50$ 40.00 120,300.00$ 1,919.08$ 34.00 65,248.87$ 2,823.00$ 35.00 98,805.00$ 1,424.15$ 117.00 166,625.00$ 2,226.35$ 14.00 31,168.94$ 117.00 14.00 153.00 284.00 166,625.00$

18b CATCHBASIN INSTALL (TWIN) each 2,562.43$ 4.00 10,249.72$ 4,300.00$ 2.00 8,600.00$ 3,004.36$ 1.00 3,004.36$ 3,922.00$ 5.00 19,610.00$ 2,400.00$ 8.00 19,200.00$ 8.00 1.00 11.00 20.00 19,610.00$

Weighted Average (Catchbasins Installed) #DIV/0! 0.00 -$ 2,036.12$ 48.00 97,733.92$ 3,069.05$ 42.00 128,900.00$ 1,950.09$ 35.00 68,253.23$ 2,960.38$ 40.00 118,415.00$ 1,486.60$ 125.00 185,825.00$ 2,226.35$ 14.00 31,168.94$ 164.00 304.00

19 ADJUST MANHOLE (< 400 mm) each 200.00$ 2.00 400.00$ 340.00$ 49.00 16,660.00$ 291.64$ 21.00 6,124.50$ 346.00$ 16.00 5,536.00$ 50.00$ 2.00 100.00$ 436.49$ 3.00 1,309.47$ 49.00 2.00 42.00 93.00 16,660.00$

20 ADJUST MANHOLE (>400mm) each 250.00$ 1.00 250.00$ 1.00 1.00 -1.00 1.00 250.00$

21 ADJUST CATCHBASIN each 239.25$ 107.00 25,600.00$ 330.00$ 30.00 9,900.00$ 248.68$ 77.00 19,148.20$ 324.00$ 3.00 972.00$ 150.00$ 44.00 6,600.00$ 327.23$ 1.00 327.23$ 107.00 1.00 154.00 262.00 25,600.00$

22 GRINDING m² 1.60$ 76,617.82 122,588.51$ 2.77$ 33,495.36 92,822.68$ 7.30$ 244.52 1,785.00$ 3.85$ 1,051.50 4,048.59$ 1.46$ 22,640.83 33,075.83$ 3.50$ 54,828.00 191,898.00$ 7.10$ 800.00 5,680.00$ 76,617.82 244.52 112,815.69 189,678.03 191,898.00$

05-112 06-108

ITEM

04-103 04-108 04-111 04-115 05-103

Church Street to Creditview Road 1380mHurontario Street to 200m east of Dixie

Road 4400m

Asphalt Overlay Reconstruction Construction Rehabilitation

Whittle Road Extnesion from Britannia Road to Hurontario Street Eastbound Off

Ramp 400m

Reconstruction Reconstruction

Highway 401 to North City Limit 3320m

Duke of York Boulevard to East of Hurontario Street 1000m (including

modifications to Rathburn Road on-ramp from Hurontario Street)

Derry Road West to Battleford Road 1600mBattleford Road/Trelawny Circle to Britannia

Road 1500m

Pro

du

ct (

MA

X)

Whittle Road

Qu

anti

ty (

MA

X)

Qu

anti

ty (

MIN

)

SUM OF QUANTITY (-

Hi&Lo)

SUM OF QUANTITY

(ALL)

Construction

Tenth Line Tenth Line Bristol Road West Burnhamthorpe RoadDESCRIPTION OF PROJECT Hurontario Street Rathburn Road

21/04/2014 Construction Unit Prices--A2 2009-2013 (Major Art&Coll) 1

TABLE A-2


CONSTRUCTION UNIT PRICES FOR 2009 - 2013 PROJECTSWEIGHTED AVERAGE ANALYSIS

UNIT

1 EXCAVATION m³

2 REMOVE EXISTING STORM SEWER (all sizes) m

3a BASE COURSE ASPHALT (HL-8) tonne

3b BASE COURSE ASPHALT (HDBC) tonne

3c SUPERPAVE tonne

4a TOP COURSE ASPHALT (HL-1) tonne

4b TOP COURSE ASPHALT (HL-3) tonne

Weighted Average (Top & Base Asphalt Course)

5 GRANULAR A tonne

6 GRANULAR B tonne

7 CURB & GUTTER REMOVAL m

8 CURB & GUTTER INSTALLATION m

9 CONCRETE SIDEWALK REMOVAL m²

10 CONCERTE SIDEWALK INSTALLATION m²

11 SUBDRAINS m

12 INSTALL CONCRETE SPLASH PAD m²

13 STORM SEWERS (all sizes) m

14a CATCHBASIN LEADS (250mm) m

14b CATCHBASIN LEADS (300mm) m

Weighted Average (Catchbasin Leads)

15 MANHOLE REMOVAL each

16a MANHOLE INSTALL (1200mm) each

16b MANHOLE INSTALL (1500mm) each

16c MANHOLE INSTALL (1800mm) each

16d MANHOLE INSTALL (2400mm) each

Weighted Average (Manholes Installed)

17 CATCHBASIN REMOVAL each

18a CATCHBASIN INSTALL (SINGLE) each

18b CATCHBASIN INSTALL (TWIN) each

Weighted Average (Catchbasins Installed)

19 ADJUST MANHOLE (< 400 mm) each

20 ADJUST MANHOLE (>400mm) each

21 ADJUST CATCHBASIN each

22 GRINDING m²

ITEM

DESCRIPTION OF PROJECT

Sum of Qty. Sum of Product Sum of Qty. Sum of Product Sum of Qty. Sum of Product Sum of Qty. Sum of Product Sum of Qty. Sum of Product Wt. Average Wt. Average Wt. Average Wt. Average Wt. Average Wt. Average

67,805.32$ 564,748.10$ 1,060,053.42$ 17.40$ 16.03$ 0.00 0.00 7,560.80 114,491.98 11,220.00 149,170.00 41,147.69 642,685.32 6,200.00 153,706.12 14.04$ 15.12$ 16.14$ 15.12$ 16.03$ 16.03$

-$ -$ -$ #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

3,408.75$ 161,174.19$ 298,300.33$ 77.46$ 73.00$ 45.45 3,408.75 0.00 0.00 81.36 6,915.60 1,999.30 154,827.68 1,960.00 133,148.30 81.42$ 77.74$ 72.98$ 77.68$ 72.98$ 73.00$

132,308.14$ 1,036,550.01$ 1,809,728.13$ 64.74$ 65.90$ 0.00 0.00 5,613.56 412,631.93 4,601.61 268,273.86 17,245.52 1,128,822.34 0.00 0.00 66.66$ 65.90$ 63.95$ 65.90$ 65.90$ 65.90$

-$ -$ -$ #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! N/A N/A #DIV/0! N/A #DIV/0!

155,008.00$ 340,621.39$ 1,273,992.89$ 75.13$ 74.39$ 10,378.18 778,363.50 4,533.76 340,621.39 0.00 0.00 2,214.40 155,008.00 0.00 0.00 75.04$ 73.45$ 70.00$ 74.39$ 73.45$ 74.39$

593.60$ 314,827.29$ 501,387.09$ 71.69$ 67.29$ 7.42 593.60 0.00 0.00 3,052.49 185,966.20 3,606.62 251,817.69 785.00 63,009.60 60.97$ 65.74$ 67.27$ 65.76$ 67.27$ 67.29$

1,853,172.88 3,883,408.44 68.59$ 69.19$ 10,431.05 782,365.85$ 10,147.32 753,253.32$ 7,735.46 461,155.66$ 25,065.84 1,690,475.71$ 2,745.00 196,157.90$ 70.52$ 67.64$ 66.05$ 69.08$ 69.19$ 69.19$

47,982.00$ 452,996.55$ 757,208.05$ 17.43$ 16.51$ 0.00 0.00 8,309.47 152,811.15 6,453.09 105,185.37 28,900.87 451,229.53 2,200.00 47,982.00 17.48$ 16.24$ 16.09$ 16.24$ 16.51$ 16.51$

79,944.77$ 83,202.00$ 258,727.83$ 15.30$ 16.65$ 0.00 0.00 0.00 0.00 5,438.42 79,944.77 5,903.71 95,581.06 4,200.00 83,202.00 14.70$ 15.48$ 16.65$ 15.48$ 16.65$ 16.65$

4,613.00$ 91,384.84$ 140,843.34$ 10.03$ 7.60$ 461.30 4,613.00 2,244.90 16,971.44 2,061.70 23,091.04 13,162.80 90,244.76 610.00 5,923.10 9.37$ 7.46$ 7.53$ 7.52$ 7.54$ 7.60$

19,878.60$ 631,248.80$ 1,012,647.30$ 48.15$ 41.93$ 468.10 19,878.60 2,956.80 128,908.07 3,520.60 181,670.29 16,003.90 619,398.74 1,200.00 62,791.60 47.58$ 41.37$ 41.68$ 41.39$ 41.92$ 41.93$

1,076.25$ 95,093.11$ 134,889.31$ 10.50$ 7.98$ 913.21 9,132.10 2,909.41 22,460.65 1,903.10 23,408.13 11,075.46 78,812.18 105.00 1,076.25 9.61$ 7.85$ 7.90$ 7.96$ 7.86$ 7.98$

5,415.60$ 539,328.50$ 731,324.33$ 39.21$ 40.83$ 792.73 32,214.20 2,647.77 121,995.42 4,035.67 186,580.23 10,316.01 385,118.88 120.00 5,415.60 45.58$ 40.81$ 39.88$ 40.80$ 40.84$ 40.83$

11,078.76$ 142,078.91$ 252,896.87$ 18.67$ 14.58$ 0.00 0.00 668.20 11,078.76 2,549.20 48,689.72 13,151.50 173,101.89 975.00 20,026.50 18.58$ 14.23$ 14.50$ 14.23$ 14.58$ 14.58$

2,809.30$ 90,704.83$ 258,763.48$ 45.58$ 38.24$ 0.00 0.00 850.06 39,068.76 836.35 37,468.48 4,841.27 171,128.64 240.00 11,097.60 45.38$ 37.94$ 37.13$ 37.94$ 38.24$ 38.24$

3,291.53$ -$ 16,158.03$ #DIV/0! 385.63$ 0.00 0.00 30.40 12,866.50 0.00 0.00 0.00 0.00 11.50 3,291.53 423.24$ 423.24$ 286.22$ 423.24$ 385.63$ 385.63$

22,460.00$ 134,884.70$ 238,225.70$ 216.09$ 186.14$ 0.00 0.00 107.50 40,987.60 224.60 22,460.00 791.70 133,679.90 156.00 41,098.20 191.05$ 175.41$ 168.25$ 175.41$ 186.14$ 186.14$

972.00$ 30,405.50$ 57,447.95$ 239.41$ 239.37$ 0.00 0.00 49.90 14,678.58 8.10 972.00 77.00 15,726.92 105.00 26,070.45 269.84$ 232.43$ 224.98$ 232.43$ 239.37$ 239.37$

165,290.20 295,673.65 220.03$ 194.55$ - - 157.40 55,666.18 232.70 23,432.00 868.70 149,406.82 261.00 67,168.65 202.76$ 181.53$ 176.17$ 181.53$ 194.55$ 194.55$


4,047.23$ -$ 15,171.59$ #DIV/0! 5,057.20$ 0.00 0.00 2.00 11,124.36 0.00 0.00 0.00 0.00 1.00 4,047.23 5,562.18$ 5,562.18$ 4,047.23$ 5,562.18$ 5,057.20$ 5,057.20$


-$ -$ -$ #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! N/A #DIV/0! #DIV/0! #DIV/0!

-$ -$ -$ #DIV/0! #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! N/A #DIV/0! #DIV/0! #DIV/0!

- 15,171.59 #DIV/0! 5,057.20$ - - 2.00 11,124.36 - - - - 1.00 4,047.23 5,562.18$ 5,562.18$ 4,047.23$ 5,562.18$ 5,057.20$ 5,057.20$

2,767.56$ 38,292.61$ 60,040.69$ 260.49$ 243.08$ 0.00 0.00 46.00 18,980.52 35.00 17,500.00 160.00 20,792.61 6.00 2,767.56 450.38$ 237.65$ 204.28$ 237.65$ 243.08$ 243.08$

31,168.94$ 371,838.07$ 569,632.01$ 2,430.31$ 2,005.75$ 0.00 0.00 44.00 87,484.20 40.00 120,300.00 186.00 330,678.87 14.00 31,168.94 2,473.62$ 1,994.31$ 2,008.95$ 1,994.31$ 2,005.75$ 2,005.75$

3,004.36$ 38,049.72$ 60,664.08$ 3,459.07$ 3,033.20$ 0.00 0.00 4.00 10,249.72 2.00 8,600.00 14.00 41,814.36 0.00 0.00 3,141.62$ 3,033.20$ 3,150.90$ 3,033.20$ 3,033.20$ 3,033.20$

409,887.79 630,296.09 2,499.32$ 2,073.34$ - - 48.00 97,733.92 42.00 128,900.00 200.00 372,493.23 14.00 31,168.94 2,518.15$ 2,065.96$ 2,080.32$ 2,065.96$ 2,073.34$ 2,073.34$

100.00$ 13,369.97$ 30,129.97$ 318.33$ 323.98$ 2.00 400.00 0.00 0.00 49.00 16,660.00 39.00 11,760.50 3.00 1,309.47 334.51$ 322.96$ 326.70$ 320.23$ 326.70$ 323.98$

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327.23$ 36,620.20$ 62,547.43$ 237.79$ 238.73$ 107.00 25,600.00 0.00 0.00 30.00 9,900.00 124.00 26,720.20 1.00 327.23 259.12$ 237.79$ 238.37$ 238.39$ 238.37$ 238.73$

1,785.00$ 258,215.61$ 451,898.61$ 2.29$ 2.38$ 76,617.82 122,588.51 33,495.36 92,822.68 244.52 1,785.00 78,520.33 229,022.42 800.00 5,680.00 1.97$ 2.88$ 2.97$ 2.36$ 2.91$ 2.38$

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21/04/2014 Construction Unit Prices--A2 2009-2013 (Major Art&Coll) 2

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CITY OF MISSISSAUGA2014 DEVELOPMENT CHARGES STUDY

ROAD WIDENING BENCHMARK COSTS

ROAD WIDENING ROAD WIDENING ROAD WIDENING2-4 LANES 4-6 LANES 2-6 LANES

(7.5m TO 15m) (15m TO 22.5m) (7.5m TO 22.5m)

EXCAVATION $93,816 $98,023 $183,984GRANULAR 'A' $64,587 $70,531 $124,023GRANULAR 'B' $99,900 $99,900 $199,800HOT MIX (BASE REPAIRS) $207,143 $226,205 $397,765HOT MIX (SURFACE) $118,609 $182,150 $182,150HOT MIX (PADDING) $11,014 $23,722 $11,014CURB & GUTTER (REMOVE) $15,200 $15,200 $15,200CURB & GUTTER (PLACE) $83,860 $83,860 $83,860LATERAL STORMS $16,050 $16,050 $32,101MANHOLES (ADJUST) $3,000 $3,000 $3,000CATCH BASINS (REMOVE) $5,348 $5,348 $5,348CATCH BASINS (PLACE) $45,613 $45,613 $45,613SUBDRAINS $29,160 $29,160 $29,160

SUBTOTAL $793,300 $898,763 $1,313,018

BASIC CONSTRUCTION (15%) $118,995 $134,814 $196,953ENGINEERING (19% *) $150,727.05 $170,764.95 $249,473.50CONTINGENCY (22%) $174,526 $197,728 $288,864

SUBTOTAL $1,237,548 $1,402,070 $2,048,309

INTERSECTION CONNECTIONS $493,000 $493,000 $493,000

TOTAL $1,730,548 $1,895,070 $2,541,309

2014 DC COSTS $1,731,000 $1,895,000 $2,541,000

2009 DC COSTS $1,686,000 $1,834,000 $2,492,000

Note:Benchmark Costs do not include traffic signals, sidewalk, illumination, utility relocation, noise attenuation walls, bicycle paths, etc.

Filename: 3213088TRAFFIC - Benchmark costs - with int improvDate: 21-Apr-14

Table A-4

Based on 5 Year Weighted Average Unit Prices

File:Benchmark costs 2014 DC R1 Jan 29, 2014,14RW21/04/2014


RE-CONSTRUCTION BENCHMARK COSTS

2 LANE 4 LANE 6 LANECONSTRUCTION CONSTRUCTION CONSTRUCTION

(7.5m) (15m) (22.5m)

EXCAVATION $102,191 $192,360 $282,529GRANULAR 'A' $67,361 $126,797 $186,233GRANULAR 'B' $113,220 $213,120 $313,020HOT MIX $165,206 $355,828 $546,450CURB & GUTTER $83,860 $83,860 $83,860STORM SEWER $385,630 $385,630 $385,630REMOVAL OF STORM SEWERS $60,820 $60,820 $60,820LATERAL STORMS $16,050 $32,101 $48,151MANHOLES $60,686 $60,686 $60,686CATCH BASINS $45,613 $45,613 $45,613SUBDRAINS $29,160 $29,160 $29,160

SUBTOTAL $1,129,798 $1,585,976 $2,042,153

ENGINEERING (19%*) $214,661.67 $301,335.37 $388,009.07

SUBTOTAL $1,344,460 $1,887,311 $2,430,162


TOTAL $1,837,460 $2,380,311 $2,923,162

2014 DC COSTS $1,837,000 $2,380,000 $2,923,000

2009 DC COSTS $1,732,000 $2,281,000 $2,830,000

Note: - Benchmark Costs do not include traffic signals, sidewalk, illumination, utility relocation, noise attenuation walls, bicycle paths, etc.

Filename: 3213088TRAFFIC - Benchmark costs - with int improvDate: 21-Apr-14

Table A-5


File: Benchmark costs 2014 DC R1 Jan 29, 2014, 14RC21/04/2014


NEW CONSTRUCTION BENCHMARK COSTS

2 LANE 4 LANE 6 LANECONSTRUCTION CONSTRUCTION CONSTRUCTION

(7.5m) (15m) (22.5m)

EXCAVATION $102,191 $192,360 $282,529GRANULAR 'A' $67,361 $126,797 $186,233GRANULAR 'B' $113,220 $213,120 $313,020HOT MIX $165,206 $355,828 $546,450CURB & GUTTER $83,860 $83,860 $83,860STORM SEWER $385,630 $385,630 $385,630LATERAL STORMS $16,050 $32,101 $48,151MANHOLES $60,686 $60,686 $60,686CATCH BASINS $45,613 $45,613 $45,613SUBDRAINS $29,160 $29,160 $29,160

SUBTOTAL $1,068,978 $1,525,156 $1,981,333

BASIC CONSTRUCTION (10%) $106,898 $152,516 $198,133ENGINEERING (10%) $106,898 $152,516 $198,133

SUBTOTAL $1,282,774 $1,830,187 $2,377,600


TOTAL $1,775,774 $2,323,187 $2,870,600

2014 DC COSTS $1,776,000 $2,323,000 $2,871,000

2009 DC COSTS $1,670,000 $2,223,000 $2,777,000

Note:Benchmark Costs do not include traffic signals, sidewalk, illumination, utility relocation, noise attenuation walls, bicycle paths, etc.

Filename: 3213088TRAFFIC - Benchmark costs - with int improvDate:

Table A-6


File: Benchmark costs 2014 DC R1 Jan 29, 2014, 14NC21/04/2014

APPENDIX B

ROADWAY SERVICE LEVEL ANALYSIS

Table B-1


10 Year Historical Lane Kilometres Per Capita

Year Lane KM Population Employment Pop. + Emp.

2004 1,338 645,718 410,599 1,056,317 1.272005 1,341 657,034 420,515 1,077,549 1.242006 1,353 668,549 430,671 1,099,220 1.232007 1,359 677,296 435,367 1,112,663 1.222008 1,374 686,157 440,115 1,126,272 1.222009 1,380 695,134 444,914 1,140,048 1.212010 1,381 704,229 449,766 1,153,995 1.202011 1,381 713,443 454,671 1,168,114 1.182012 1,373 717,842 460,155 1,177,997 1.172013 1,378 722,268 465,705 1,187,973 1.16

Average 1,366 688,767 441,248 1,130,015 1.21

Average from 2009 DC Study 1.27

(Max Allowable)Growth Only 257 121,554 90,941 212,495 1.21

(Max Allowable)Forecast 2041 1,635 843,822 556,646 1,400,468 1.17

Max Allowable Additional Lane Kms 257 Lane Kms

Proposed Additional Lane Kms 151.4 Lane Kms

Lane KM Per Capita (1000)

22/04/2014 3213088 2014 DC Service level analysis R2 Feb 6 2014--SL LnKp 04-13 41 1

Table B-2


10 Year Historical Average Vehicles Per Lane - 24 Hour

Year Lane KM Vehicle KM Average Vehicle / Lane

2004 1,338 7,688,826 5,7472005 1,341 7,825,679 5,8362006 1,353 7,863,608 5,8142007 1,359 8,018,836 5,9012008 1,374 7,900,020 5,7502009 1,380 7,865,223 5,7002010 1,381 7,915,936 5,7312011 1,381 7,973,864 5,7752012 1,373 8,023,271 5,8442013 1,378 8,183,736 5,939

Average 1,366 7,925,900 5,803

Average from 2009 DC Study 5,730

Growth Only 151 2,371,395 15,663

Forecast 2041 1,529 10,394,666 6,797

2041 Model Lane-km 1482.25Diff 47

10 Year Historical AverageVehicle Kms 7,925,900Lane Kms 1,366Vehicles per Lane 5,803

Proposed Additional Lane Kms151.4 Lane Kms

Required Additional Vehicle Kms in order for all propsed road improvements to be DC eligible878,640 Vehicle kms

22/04/2014 3213088 2014 DC Service level analysis R2 Feb 6 2014--LOS Sum VPL 41 1

Table B-3


10 Year Historical Service LevelRoad Infrastrucutre Value with Property

2004 4,802.3 645,718 410,599 1,056,317 4.552005 4,818.9 657,034 420,515 1,077,549 4.472006 4,833.7 668,549 430,671 1,099,220 4.402007 4,845.1 677,296 435,367 1,112,663 4.352008 4,871.2 686,157 440,115 1,126,272 4.332009 4,881.2 695,134 444,914 1,140,048 4.282010 4,880.8 704,229 449,766 1,153,995 4.232011 4,887.4 713,443 454,671 1,168,114 4.182012 4,890.7 717,842 460,155 1,177,997 4.152013 4,902.1 722,268 465,705 1,187,973 4.13

Average 4,861.3 688,767 441,248 1,130,015 4.31

3.82

2009 DC

1999 3,838.6 584,529 348,117 932,646 4.122000 3,852.0 598,559 364,776 963,335 4.002001 3,929.0 612,925 382,232 995,157 3.952002 3,939.4 623,667 391,463 1,015,130 3.882003 3,991.4 634,597 400,917 1,035,514 3.852004 3,996.7 645,718 410,599 1,056,317 3.782005 4,012.4 657,034 420,515 1,077,549 3.722006 4,020.7 668,549 430,671 1,099,220 3.662007 4,028.4 676,023 435,282 1,111,305 3.622008 4,049.6 683,581 439,972 1,123,553 3.60

Average 3,965.8 638,518 402,454 1,040,973 3.82


Lane KM Per Capita (1000)Year

Road Infrastructure Value($ Millions)

Population Employment Pop. + Emp.

Average from 2009 Study

YearRoad Infrastructure Value

($ Millions)Population Employment Pop. + Emp.

Table B-3


10 Year Historical Service LevelRoad Infrastrucutre Value with Property

2004 4,802.3 645,718 410,599 1,056,317 4.552005 4,818.9 657,034 420,515 1,077,549 4.472006 4,833.7 668,549 430,671 1,099,220 4.402007 4,845.1 677,296 435,367 1,112,663 4.352008 4,871.2 686,157 440,115 1,126,272 4.332009 4,881.2 695,134 444,914 1,140,048 4.282010 4,888.5 704,229 449,766 1,153,995 4.242011 4,895.2 713,443 454,671 1,168,114 4.192012 4,898.5 717,842 460,155 1,177,997 4.162013 4,909.9 722,268 465,705 1,187,973 4.13

Average 4,864.5 688,767 441,248 1,130,015 4.31

3.82

2009 DC

1999 3,838.6 584,529 348,117 932,646 4.122000 3,852.0 598,559 364,776 963,335 4.002001 3,929.0 612,925 382,232 995,157 3.952002 3,939.4 623,667 391,463 1,015,130 3.882003 3,991.4 634,597 400,917 1,035,514 3.852004 3,996.7 645,718 410,599 1,056,317 3.782005 4,012.4 657,034 420,515 1,077,549 3.722006 4,020.7 668,549 430,671 1,099,220 3.662007 4,028.4 676,023 435,282 1,111,305 3.622008 4,049.6 683,581 439,972 1,123,553 3.60

Average 3,965.8 638,518 402,454 1,040,973 3.82





Average from 2009 Study



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APPENDIX C

HISTORICAL INFRASTRUCTURE INVENTORY

1 - ROAD NETWORK 7 - LANDSCAPING/TREE PLANTING

# of lanes Centreline km Value/Lane km º Total Value Centreline KM Value/km ³ Total cost

2 105.8 1,776,000$ 187,959,408$ 366 95,000$ 34,755,959$

3 0.4 2,049,500$ 717,325$

4 216.1 2,323,000$ 501,969,869$

5 1.2 2,597,000$ 3,168,340$ 8 - RAIL GRADE SEPARATIONS

6 42.4 2,871,000$ 121,622,163$

# of Rail Grade Separations

Value/Grade

Separation 2 Total Cost

Total 365.9 815,437,105$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$

Type of intersection. # of Intersections Value/Inter. ¹ Total Value

9 - SPECIAL ITEMS

4 Way 339 165,000$ 55,935,000$

3 Way 71 155,000$ 11,005,000$ Item Length Value/km Total Cost

Traffic Computer Cost 1 3,000,000$ 3,000,000$

Concrete Median 45.5 426,000$ 19,387,260$

Total Intersections 410 69,940,000$ Centre Turn Lane 130.0 391,000$ 50,830,000$

Left Turn Lanes 28.5 274,000$ 7,803,520$

3 - STRUCTURES Bicycle Lanes C-1 30.5 200,000$ 6,100,000$

Bicycle Lanes C-2 9.2 235,000$ 2,162,000$

a - Bridges Bicycle Lanes C-3 5.1 2,000$ 10,200$

Structure Type # of Structure Deck Area m² Value/m² ² Total Value

Total 86,292,980$

O-PED 14 3,681.9 4,000$ 14,727,520$

O-RR 1 1,229.0 4,300$ 5,284,743$ 10 - ZEBRA STRIPED CROSSWALKS

O-RD 4 7,323.1 3,500$ 25,630,920$

O-WAT 69 53,167.2 3,500$ 186,085,235$ # Intersections Value/Intersection Total Value

U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 0 10,000$ -$

Total 94 66,462.4 235,973,018$ Total 0 -$

b - Culverts 11 - RIGHT-OF-WAY PROPERTY


Land Use Type Area (m2) Value/m2 Total Value

O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,640,523 371$ 1,349,389,548$

O-RD 0 0.0 - - Commercial 3,706,521 309$ 1,144,876,746$

O-WAT 102 25,439.5 6,300$ 160,269,064$ Industrial 130,138 284$ 36,981,447$

U-PED 0 0.0 - - Institutional 5 20,586 321$ 6,612,950$ Utility 5 27,633 321$ 8,876,871$

Road/Rail 5 398,768 321$ 128,099,159$

Total 103 25,613.1 161,362,744$ Park 5 1,312 321$ 421,492$ TBD 5

979,957 321$ 314,798,439$

4 - NOISE BARRIER

Total 8,905,439 2,990,056,651$

Barrier Location Length (m) Value/m ³ Total Value

12 - TOTAL INFRASTRUCTURE COST

Concrete 16,769 840$ 14,085,960$

wood 25,717 825$ 21,216,525$

With ROW Property Value (No.1-12) 4,802,320,943$

Total 42486 35,302,485$ Note:

º - Unit Cost based on 4 year weighted average analysis for new construction.

5 - SIDEWALKS ¹ - Unit Cost acquired from MRC Electrical Department

² - Unit Cost acquired from MRC Structural Department

Length of SW (Km) Value Per Km Total Cost ³ - Increased 2004 DC Study Value using construction index. 4 - Parking Lot value per space, property value per m2

599 61,245$ 36,675,956$ 5 - Based on 1,000,000$/acre (average of residential, commercial and industrial property)

Total 36,675,956$

6 - ILLUMINATION

Centreline KM VALUE PER KM TOTAL COST

366 236,500$ $ 86,524,045

* - Average light pole spacing of luminaires every 50m (both sides)

CITY OF MISSISSAUGA

TABLE C-1

2004 INFRASTRUCTURE COST

2014 DEVELOPMENT CHARGES UPDATE STUDY

23/04/2014 2014 Miss DC Study City's Historical Infrastructure Spreadsheet R4 Feb 6 2014--2004 1



2 104.5 1,776,000$ 185,650,608$ 366 95,000$ 34,755,959$

3 0.4 2,049,500$ 717,325$

4 217.4 2,323,000$ 504,989,769$


6 42.4 2,871,000$ 121,622,163$


Value/Grade


Total 365.9 816,148,205$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 346 165,000$ 57,090,000$



Concrete Median 46.7 426,000$ 19,898,460$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 9.2 235,000$ 2,162,000$



Total 87,102,880$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 0 10,000$ -$

Total 96 69,098.7 245,200,173$ Total 0 -$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,643,909 371$ 1,350,644,299$

O-RD 0 0.0 - - Commercial 3,709,968 309$ 1,145,941,327$

O-WAT 103 25,532.3 6,300$ 160,853,704$ Industrial 130,259 284$ 37,015,835$


Road/Rail 5 399,139 321$ 128,218,274$

Total 104 25,705.9 161,947,384$ Park 5 1,313 321$ 421,884$ TBD 5

980,868 321$ 315,091,160$

4 - NOISE BARRIER

Total 8,913,720 2,992,837,002$



Concrete 16,867 840$ 14,168,280$

wood 25,717 825$ 21,216,525$


Total 35,384,805$ Note:






Total 37,265,133$

6 - ILLUMINATION


366 236,500$ $ 86,524,045


CITY OF MISSISSAUGA

TABLE C-2






2 104.5 1,776,000$ 185,650,608$ 368 95,000$ 34,945,959$

3 0.4 2,049,500$ 717,325$

4 217.3 2,323,000$ 504,827,159$


6 44.4 2,871,000$ 127,565,133$


Value/Grade


Total 367.9 821,928,565$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 356 165,000$ 58,740,000$



Concrete Median 48.0 426,000$ 20,452,260$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 10.6 235,000$ 2,491,000$



Total 88,831,880$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 12 10,000$ 120,000$

Total 96 69,098.7 245,200,173$ Total 12 120,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,649,309 371$ 1,352,645,862$

O-RD 0 0.0 - - Commercial 3,715,466 309$ 1,147,639,534$

O-WAT 103 25,532.3 6,300$ 160,853,704$ Industrial 130,452 284$ 37,070,690$


Road/Rail 5 399,731 321$ 128,408,284$

Total 104 25,705.9 161,947,384$ Park 5 1,315 321$ 422,509$ TBD 5

982,322 321$ 315,558,103$

4 - NOISE BARRIER

Total 8,926,929 2,997,272,182$



Concrete 16,867 840$ 14,168,280$

wood 25,717 825$ 21,216,525$


Total 42584 35,384,805$ Note:






Total 37,734,882$

6 - ILLUMINATION


368 236,500$ $ 86,997,045


CITY OF MISSISSAUGA

TABLE C-3






2 104.5 1,776,000$ 185,650,608$ 369 95,000$ 35,014,834$

3 0.4 2,049,500$ 717,325$

4 216.7 2,323,000$ 503,352,054$


6 45.8 2,871,000$ 131,469,693$


Value/Grade


Total 368.6 824,358,020$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 370 165,000$ 61,050,000$



Concrete Median 49.8 426,000$ 21,226,728$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 12.8 235,000$ 3,008,000$



Total 90,123,348$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 31 10,000$ 310,000$

Total 97 69,346.5 246,067,473$ Total 31 310,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,652,857 371$ 1,353,960,898$

O-RD 0 0.0 - - Commercial 3,719,078 309$ 1,148,755,264$

O-WAT 103 25,532.3 6,300$ 160,853,704$ Industrial 130,579 284$ 37,106,730$


Road/Rail 5 400,119 321$ 128,533,122$

Total 104 25,705.9 161,947,384$ Park 5 1,317 321$ 422,920$ TBD 5

983,277 321$ 315,864,887$

4 - NOISE BARRIER

Total 8,935,608 3,000,186,117$



Concrete 17,742 840$ 14,903,280$

wood 25,717 825$ 21,216,525$


Total 43459 36,119,805$ Note:






Total 37,973,737$

6 - ILLUMINATION


369 236,500$ $ 87,168,508


CITY OF MISSISSAUGA

TABLE C-4






2 100.4 1,776,000$ 178,280,208$ 369 95,000$ 35,014,834$

3 0.4 2,049,500$ 717,325$

4 216.5 2,323,000$ 502,940,883$


6 49.5 2,871,000$ 142,169,910$


Value/Grade


Total 368.6 828,834,866$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 382 165,000$ 63,030,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 17.5 235,000$ 4,112,500$



Total 92,454,368$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 41 10,000$ 410,000$

Total 100 71,400.7 253,257,278$ Total 41 410,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 371$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 309$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284$ 37,204,406$


Road/Rail 5 401,173 321$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321$ 424,033$ TBD 5

985,865 321$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 17,937 840$ 15,067,080$

wood 25,897 825$ 21,365,025$


Total 36,432,105$ Note:






Total 38,175,846$

6 - ILLUMINATION


369 236,500$ $ 87,168,508


CITY OF MISSISSAUGA

TABLE C-5






2 100.4 1,776,000$ 178,280,208$ 369 95,000$ 35,014,834$

3 0.4 2,049,500$ 717,325$

4 216.5 2,323,000$ 502,940,883$


6 49.5 2,871,000$ 142,169,910$


Value/Grade


Total 368.6 828,834,866$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 390 165,000$ 64,350,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 22.7 235,000$ 5,334,500$



Total 95,391,968$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 24 10,000$ 240,000$

Total 100 71,400.7 253,257,278$ Total 24 240,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 370.66$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 308.88$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284.17$ 37,204,406$

U-PED 0 0.0 - - Institutional 5 20,710 321.24$ 6,652,819$ Utility 5 27,800 321.24$ 8,930,389$

Road/Rail 5 401,173 321.24$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321.24$ 424,033$ TBD 5

985,865 321.24$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 23,684 840$ 19,894,560$

wood 25,897 825$ 21,365,025$


Total 41,259,585$ Note:






Total 38,614,360$

6 - ILLUMINATION


369 236,500$ $ 87,168,508

<- are we leaving this cost as an increase of

10%?


TABLE C-6

CITY OF MISSISSAUGA






2 99.7 1,776,000$ 177,037,008$ 370 95,000$ 35,128,834$

3 0.4 2,049,500$ 717,325$

4 218.4 2,323,000$ 507,354,583$


6 49.5 2,871,000$ 142,169,910$


Value/Grade


Total 369.8 832,005,366$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 398 165,000$ 65,670,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 28.0 235,000$ 6,580,000$



Total 97,077,468$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 28 10,000$ 280,000$

Total 100 71,400.7 253,257,278$ Total 28 280,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 371$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 309$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284$ 37,204,406$


Road/Rail 5 401,173 321$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321$ 424,033$ TBD 5

985,865 321$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 23,684 840$ 19,894,560$

wood 25,897 825$ 21,365,025$


Total 41,259,585$ Note:






Total 38,876,489$

6 - ILLUMINATION


370 236,500$ $ 87,452,308


TABLE C-7

CITY OF MISSISSAUGA






2 99.7 1,776,000$ 177,037,008$ 370 95,000$ 35,128,834$

3 0.4 2,049,500$ 717,325$

4 218.4 2,323,000$ 507,354,583$


6 49.5 2,871,000$ 142,169,910$


Value/Grade


Total 369.8 832,005,366$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 406 165,000$ 66,990,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 34.2 235,000$ 8,037,000$



Total 99,774,468$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 15 10,000$ 150,000$

Total 100 71,400.7 253,257,278$ Total 15 150,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 371$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 309$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284$ 37,204,406$


Road/Rail 5 401,173 321$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321$ 424,033$ TBD 5

985,865 321$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 25,955 840$ 21,802,200$

wood 25,897 825$ 21,365,025$


Total 43,167,225$ Note:






Total 39,450,354$

6 - ILLUMINATION


370 236,500$ $ 87,452,308


TABLE C-8

CITY OF MISSISSAUGA






2 99.7 1,776,000$ 177,037,008$ 370 95,000$ 35,128,834$

3 0.4 2,049,500$ 717,325$

4 218.4 2,323,000$ 507,354,583$


6 49.5 2,871,000$ 142,169,910$


Value/Grade


Total 369.8 832,005,366$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 411 165,000$ 67,815,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 36.5 235,000$ 8,577,500$



Total 100,558,968$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 4 7,323.1 3,500$ 25,630,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 10 10,000$ 100,000$

Total 100 71,400.7 253,257,278$ Total 10 100,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 371$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 309$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284$ 37,204,406$


Road/Rail 5 401,173 321$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321$ 424,033$ TBD 5

985,865 321$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 27,066 840$ 22,735,440$

wood 25,897 825$ 21,365,025$


Total 44,100,465$ Note:






Total 39,937,252$

6 - ILLUMINATION


370 236,500$ $ 87,452,308


TABLE C-9

CITY OF MISSISSAUGA






2 100.6 1,776,000$ 178,635,408$ 372 95,000$ 35,299,834$

3 0.7 2,049,500$ 1,332,175$

4 218.7 2,323,000$ 507,935,333$


6 49.6 2,871,000$ 142,457,010$


Value/Grade


Total 371.6 835,735,716$

2 - TRAFFIC SIGNALS 10 25,000,000$ 250,000,000$


9 - SPECIAL ITEMS

4 Way 414 165,000$ 68,310,000$



Concrete Median 51.4 426,000$ 21,916,848$


Left Turn Lanes 28.5 274,000$ 7,803,520$


Bicycle Lanes C-2 43.2 235,000$ 10,152,000$



Total 100,533,468$

O-PED 14 3,681.9 4,000$ 14,727,520$


O-RD 7 8,493.1 3,500$ 29,725,920$


U-PED 6 1,061.2 4,000$ 4,244,600$

Intersections 14 10,000$ 140,000$

Total 103 72,570.7 257,352,278$ Total 14 140,000$




O-PED 1 173.6 6,300$ 1,093,680$

O-RR 0 0.0 - - Residential 3,662,472 371$ 1,357,524,953$

O-RD 0 0.0 - - Commercial 3,728,868 309$ 1,151,779,153$

O-WAT 104 25,742.3 6,300$ 162,176,704$ Industrial 130,923 284$ 37,204,406$


Road/Rail 5 401,173 321$ 128,871,462$

Total 105 25,915.9 163,270,384$ Park 5 1,320 321$ 424,033$ TBD 5

985,865 321$ 316,696,344$

4 - NOISE BARRIER

Total 8,959,130 3,008,083,559$



Concrete 29,348 840$ 24,652,320$

wood 25,897 825$ 21,365,025$


Total 46,017,345$ Note:






Total 40,158,347$

6 - ILLUMINATION


372 236,500$ $ 87,878,008


TABLE C-10

CITY OF MISSISSAUGA




1 -

Roa

d N

etw

ork

815,

437,

105

$

816,

148,

205

$

821,

928,

565

$

824,

358,

020

$

828,

834,

866

$

828,

834,

866

$

832,

005,

366

$

832,

005,

366

$

832,

005,

366

$

835,

735,

716

$

2 -

Tra

ffic

Sig

nals

69,9

40,0

00$

71

,715

,000

$

73,3

65,0

00$

75

,830

,000

$

78,1

20,0

00$

80,0

55,0

00$

81,8

45,0

00$

83,4

75,0

00$

84,6

10,0

00$

85,4

15,0

00$

3a -

Brid

ges

235,

973,

018

$

245,

200,

173

$

245,

200,

173

$

246,

067,

473

$

253,

257,

278

$

253,

257,

278

$

253,

257,

278

$

253,

257,

278

$

253,

257,

278

$

257,

352,

278

$

3b -

Cul

vert

s 16

1,36

2,74

4$

16

1,94

7,38

4$

16

1,94

7,38

4$

16

1,94

7,38

4$

16

3,27

0,38

4$

16

3,27

0,38

4$

16

3,27

0,38

4$

16

3,27

0,38

4$

16

3,27

0,38

4$

16

3,27

0,38

4$

4 -

Noi

se B

arrie

rs35

,302

,485

$

35,3

84,8

05$

35

,384

,805

$

36,1

19,8

05$

36

,432

,105

$

41

,259

,585

$

41

,259

,585

$

43

,167

,225

$

44

,100

,465

$

46

,017

,345

$

5 -

Sid

ewal

ks36

,675

,956

$

37,2

65,1

33$

37

,734

,882

$

37,9

73,7

37$

38

,175

,846

$

38

,614

,360

$

38

,876

,489

$

39

,450

,354

$

39

,937

,252

$

40

,158

,347

$

6 -

Illum

inat

ion

86,5

24,0

45$

86

,524

,045

$

86,9

97,0

45$

87

,168

,508

$

87,1

68,5

08$

87,1

68,5

08$

87,4

52,3

08$

87,4

52,3

08$

87,4

52,3

08$

87,8

78,0

08$

7 -

Land

scap

ing/

Tre

e P

lant

ing

34,7

55,9

59$

34

,755

,959

$

34,9

45,9

59$

35

,014

,834

$

35,0

14,8

34$

35,0

14,8

34$

35,1

28,8

34$

35,1

28,8

34$

35,1

28,8

34$

35,2

99,8

34$

8 -

Rai

l Gra

de S

epar

atio

ns25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

25

0,00

0,00

0$

9 -

Spe

cial

Item

s86

,292

,980

$

87,1

02,8

80$

88

,831

,880

$

90,1

23,3

48$

92

,454

,368

$

95

,391

,968

$

97

,077

,468

$

99

,774

,468

$

10

0,55

8,96

8$

10

0,53

3,46

8$

10 -

Zeb

ra S

trip

ed C

ross

wal

ks-

$

-

$

12

0,00

0$

31

0,00

0$

41

0,00

0$

24

0,00

0$

28

0,00

0$

15

0,00

0$

10

0,00

0$

14

0,00

0$

11 -

Pro

pert

y R

OW

2,99

0,05

6,65

1$

2,99

2,83

7,00

2$

2,99

7,27

2,18

2$

3,00

0,18

6,11

7$

3,00

8,08

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1

APPENDIX D

ROAD INFRASTRUCTURE IMPROVEMENTS

2014

MAJOR ROADWAY SECTIONS SW ILLUM. PTY % %

NAME FROM TO COSTS COSTS COSTS DC DEV. DC DEV

ARTERIAL ROAD SYSTEM

BURNHAMTHORPE RD. W NINTH LINE LOYALIST DR. 1.60 2 4 3.20 2.77 0.04 0.40 0.67 3.88 3.88 90% 10% 3.49 0.00 0.39 -widening of overpass at Hwy. 403

BURNHAMTHORPE RD. E. HURONTARIO ST. CAWTHRA RD. 2.08 4 6 4.16 3.94 0.52 0.87 1.02 0.00 6.35 6.84 1.13 14.32 80% 20% 11.46 0.00 2.86 - structure and culvert. TPS

BURNHAMTHORPE RD. E. CAWTHRA RD. DIXIE RD. 2.20 4 6 4.40 4.17 0.55 0.88 0.92 0.60 0.21 0.12 7.44 1.06 1.43 9.93 80% 20% 7.94 0.00 1.99 - culvert. Resurfacing existing CTL

BURNHAMTHORPE RD. E. DIXIE RD. ETOBICOKE CREEK 2.20 4 6 4.40 4.17 0.55 0.88 0.92 1.27 7.79 1.00 0.22 9.01 80% 20% 7.21 0.00 1.80 -culvert. Does not include widening of the Etobicoke Creek Bridge

SUBTOTAL 8.08 16.16 0.00 15.05 0.04 2.02 1.76 3.37 2.89 0.21 0.00 0.12 0.00 25.46 8.90 2.78 37.14 30.10 0.00 7.04

COURTNEYPARK DR. E. / HIGHWAY 410 RAMPS NB ON RAMP SB OFF RAMP 0 3 4.60 4.60 0.40 5.00 100% 5.00 0.00 0.00 City of Mississauga Estimate (Total cost $10 M reflects 50% cost share with Peel)

COURTNEYPARK DR. E. & W. MARITZ DRIVE KENNEDY RD. 1.73 4 6 3.46 3.28 0.25 0.43 0.72 0.16 0.09 4.94 4.94 80% 20% 3.95 0.00 0.99 Resurfacing existing CTL. TPS

COURTNEYPARK DR. E. KENNEDY RD. TOMKEN RD. 1.45 4 6 2.90 2.75 0.21 0.36 0.60 0.14 0.22 4.29 4.29 80% 20% 3.43 0.00 0.86 Reconstrcution raised median.

COURTNEYPARK DR. E. TOMKEN RD. DIXIE RD. 1.35 4 6 2.70 2.56 0.20 0.34 0.56 0.13 0.07 3.85 2.10 5.95 80% 20% 4.76 0.00 1.19 Resurfacing existing CTL

SUBTOTAL 4.53 9.06 0.00 8.58 0.66 1.13 0.00 1.89 0.00 0.43 0.00 0.39 0.00 13.08 2.10 0.00 15.18 12.15 0.00 3.04

DUNDAS ST. W. WINSTON CHURCHILL BLVD. GLEN ERIN DRIVE 1.10 4 6 2.20 2.08 0.27 0.44 0.46 0.29 0.06 3.61 0.34 3.95 80% 20% 3.16 0.00 0.79 -culvert. Resurfacing existing CTL. TPS & queue jump lanes

DUNDAS ST. W. GLEN ERIN DRIVE ERIN MILLS PKWY. 0.85 4 6 1.70 1.61 0.21 0.34 0.35 0.30 0.08 0.04 2.95 2.95 80% 20% 2.36 0.00 0.59 Resurfacing existing CTL. TPS

DUNDAS ST. W. ERIN MILLS PKWY. THE CREDIT WOODLANDS 2.22 4 6 4.44 4.21 0.55 0.93 0.21 0.00 5.90 4.56 10.46 80% 20% 8.37 0.00 2.09 TPS & queue jump lanes

DUNDAS ST. W. CLAYHILL RD HURONTARIO ST. 1.40 4 6 2.80 2.65 0.35 0.58 0.13 0.00 3.72 4.89 8.60 80% 20% 6.88 0.00 1.72 TPS & queue jump lanes (New in 2014 DC)

DUNDAS ST. E HURONTARIO ST. CAWTHRA RD. 2.10 4 6 4.20 3.98 0.52 0.88 0.20 0.00 5.58 0.63 5.48 11.68 80% 20% 9.35 0.00 2.34 TPS & queue jump lanes

SUBTOTAL 7.67 15.34 0.00 14.53 0.00 1.92 0.78 3.20 0.60 0.62 0.00 0.10 0.00 21.75 0.63 15.27 37.65 30.12 0.00 7.53

CREEKBANK RD MATHESON BLVD. NORTH LIMIT OF CREEKBANK 0.30 2 4 0.60 0.52 0.04 0.07 0.13 0.03 0.79 0.17 0.96 100% 0% 0.96 0.00 0.00

CREEKBANK RD NORTH LIMIT OF CREEKBANK SOUTH OF 401 0.30 0 4 1.20 0.70 0.04 0.07 0.13 0.03 0.96 2.00 2.96 25% 75% 0.74 2.22 0.00

CREEKBANK RD SOUTH OF 401 BRITANNIA RD. E 1.46 0 4 5.84 6.61 12.63 9.89 29.13 100% 0% 29.13 0.00 0.00 -N.S. Arterial Roadway Planning/Feasibility Study. Adjusted 2004 cost by construction index

SUBTOTAL 2.06 7.64 0.70 0.52 0.08 0.15 0.00 0.25 0.00 0.06 0.00 0.00 0.00 8.37 14.80 9.89 33.06 30.84 2.22 0.00

MAVIS RD. CPR CROSSING CENTRAL PARKWAY W 0.60 5 6 0.60 0.57 0.04 0.15 0.24 0.25 0.03 0.03 1.31 1.31 80% 20% 1.05 0.00 0.26 Resurfacing existing CTL

MAVIS RD. CENTRAL PARKWAY W. BURNHAMTHORPE RD. W 0.70 4 6 1.40 1.33 0.10 0.17 0.28 0.29 0.07 2.24 2.24 80% 20% 1.79 0.00 0.45

MAVIS RD. HWY. 401 DERRY RD. W 1.80 4 6 3.60 3.41 0.26 0.45 0.72 0.75 0.17 5.77 5.77 80% 20% 4.61 0.00 1.15

MAVIS RD. DERRY RD. W N. CITY LIMIT 1.45 4 6 2.90 2.75 0.21 0.36 0.58 0.60 0.14 0.22 4.87 4.87 80% 20% 3.90 0.00 0.97 Reconstrcution raised median. TPS & queue jump lanes (New in 2014 DC)

SUBTOTAL 4.55 8.50 0.00 8.05 0.62 1.14 1.82 1.90 0.00 0.40 0.00 0.26 0.00 14.19 0.00 0.00 14.19 11.35 0.00 2.84

NINTH LINE EGLINTON ROAD W BRITANNIA ROAD W 3.09 2 4 6.18 5.35 0.38 0.77 1.24 1.29 0.29 0.16 9.48 0.00 0.57 10.05 90% 10% 9.05 0.00 1.01 Resurfacing existing CTL

NINTH LINE BRITANNIA RD. W. DERRY RD. W 3.06 2 4 6.12 5.30 0.22 0.76 1.28 0.29 0.53 8.38 0.00 3.20 11.58 90% 10% 10.43 0.00 1.16 - culvert widenings; rolling terrain surcharge; requires retaining walls

NINTH LINE DERRY RD. W HWY. 401 2.45 2 4 4.90 5.83 0.36 0.61 1.02 0.23 0.47 0.91 9.44 0.00 0.76 10.19 90% 10% 9.17 0.00 1.02 -Hwy 401 crossing (assumed length); relocate track signals+padding; 4-lane reconstruction

SUBTOTAL 8.60 17.20 5.83 10.65 0.96 2.15 1.24 3.59 0.00 0.82 0.00 1.16 0.91 27.29 0.00 4.53 31.83 28.64 0.00 3.18

WINSTON CHURCHILL BLVD DERRY RD. BRITANNIA RD. 3.00 4 6 6.00 5.69 0.75 1.20 1.25 0.29 0.47 9.64 0.00 9.64 80% 20% 7.71 0.00 1.93 Reconstrcution raised median.

WINSTON CHURCHILL BLVD. BRITANNIA RD. ERIN CENTRE BLVD. 2.50 4 6 5.00 4.74 0.04 0.62 1.00 1.04 0.24 0.39 8.07 0.00 8.07 80% 20% 6.46 0.00 1.61 Reconstrcution raised median.

WINSTON CHURCHILL BLVD. DUNDAS ST. HWY. 403 3.20 4 6 6.40 6.06 0.47 0.80 1.28 1.33 0.76 0.30 0.50 11.50 0.07 11.57 80% 20% 9.26 0.00 2.31 Reconstrcution raised median.

SUBTOTAL 8.70 17.40 16.49 0.51 2.17 3.48 3.63 0.76 0.83 0.00 1.35 0.00 29.21 0.07 0.00 29.28 23.42 0.00 5.86

ARTERIAL ROADS TOTAL 44.19 91.30 11.13 73.87 2.88 10.68 9.08 17.82 4.25 3.37 0.00 3.37 0.91 143.96 26.89 32.47 203.321 171.618 2.222 29.482

2014


NAME FROM TO COSTS COSTS COSTS DC DEV. DC DEV

MAJOR COLLECTOR ROAD SYSTEM

ARGENTIA ROAD TENTH LINE NINTH LINE 1.40 0 4 5.60 3.25 0.17 0.35 0.58 0.13 4.49 0.80 5.29 25% 75% 1.32 3.97 0.00

BELGRAVE DRIVE CANTAY MAVIS RAMP EXT. 0.60 2 4 1.20 1.04 0.09 0.15 0.25 0.06 1.58 1.30 2.88 90% 10% 2.59 0.00 0.29

CENTREVIEW DRIVE DUKE OF YORK RATHBURN ROAD W 0.80 4 5 0.80 0.76 0.20 0.33 1.29 0.00 1.29 80% 20% 1.03 0.00 0.26

CENTREVIEW DRIVE LINK CENTREVIEW DRIVE HWY 403 0.50 0 1 0.50 6.51 1.55 7.16 15.22 100% 15.22 0.00 0.00 2009 DC City of Mississauga estimate-2 Structures. Increased by construction index

CITYCENTRE DR. FLYOVER RATHBURN RD.W NORTHERN DISTRIBUTION ROAD 0.73 0 4 2.92 1.70 0.18 0.30 0.07 0.56 2.81 4.51 6.88 14.20 100% 14.20 0.00 0.00 Use same road and bridge crossing as the Duke of York Flyover

CITYCENTRE DR RAMP CITYCENTRE DRIVE NORTHERN DISTRIBUTION ROAD 0.25 0 1 0.25 0.38 0.06 0.10 0.02 0.57 0.77 1.34 100% 1.34 0.00 0.00 Use same road and bridge crossing as the Duke of York Flyover

CONFEDERATION PKWY. RAMP CONFEDERATION PARKWAY NORTHERN DISTRIBUTION ROAD 0.25 0 1 0.25 0.38 0.06 0.10 0.02 0.57 0.77 1.34 100% 1.34 0.00 0.00 Use same Ramp Costing as Duke of York Ramp

CREDITVIEW RD. BANCROFT DR ARGENTIA RD. 1.40 2 4 2.80 2.42 0.20 0.35 0.56 0.58 0.81 0.13 5.06 0.00 4.99 10.05 90% 10% 9.04 0.00 1.00

CREDITVIEW RD. ARGENTIA RD. OLD CREDITVIEW 0.80 2 4 1.60 1.38 0.12 0.20 0.32 0.33 0.08 2.43 0.00 4.47 6.90 90% 10% 6.21 0.00 0.69

DREW RD. TOMKEN RD. DIXIE RD. 1.50 0 4 6.00 3.48 0.18 0.37 0.63 0.14 4.81 0.00 4.30 9.11 100% 9.11 0.00 0.00 -Etob Creek Str (assumed length)

DREW RD. TORBRAM RD. 660M EAST OF TORBRAM 0.66 2 4 1.32 1.14 0.10 0.16 0.26 0.28 0.06 2.01 0.00 2.01 100% 2.01 0.00 0.00

DREW RD. 660M EAST OF TORBRAM 530M WEST OF AIRPORT RD. 0.40 0 4 1.60 0.00 0.00 1.42 1.42 100% 1.42 Only tunnel structure costs

DUKE OF YORK BLVD. FLYOVER RATHBURN RD.W NORTHERN DISTRIBUTION ROAD 0.73 0 4 2.92 1.70 0.18 0.30 0.07 0.56 2.81 4.51 6.88 14.20 100% 14.20 0.00 0.00

DUKE OF YORK BLVD. RAMP DUKE OF YORK BLVD. NORTHERN DISTRIBUTION ROAD 0.25 0 1 0.25 0.38 0.06 0.10 0.02 0.57 0.77 1.34 100% 1.34 0.00 0.00

EDWARDS BLVD NORTH OF TOPFLIGHT DRIVE HURONTARIO/HWY 407 0.50 0 2 1.00 0.89 0.06 0.12 0.21 0.05 1.33 3.10 4.43 100% 4.43 0.00 0.00

HWY 401 EB RAMP EXT. MAVIS RD. BELGRAVE RD. 0.23 0 2 0.46 0.41 0.03 0.06 0.10 0.02 0.15 0.76 1.42 1.43 3.61 100% 3.61 0.00 0.00 Special Project-Ramp Realign. Structure to connect to Belgrade Dr.

NORTHERN DISTRIBUTION ROAD MAVIS ROAD HURONTARIO STREET 2.04 0 2 4.08 3.62 0.51 0.85 22.00 0.85 27.83 15.14 3.36 46.33 100% 46.33 0.00 0.00 Retaining walls along 403 Bridge over Cooksville Creek and grade separation at Mavis ramp.

HWY 403 WB OFF RAMP HWY 403 NORTHERN DISTRIBUTION ROAD 2.00 0 2 4.00 4.00 0.75 3.15 7.90 100% 7.90 0.00 0.00 Ramp connection from Hwy 403 to NSR (1.0 km) & ex. ramp realignment (0.5+0.5 km)

HWY 401 /DIXIE WB OFF RAMP HWY 401 ENTERPRISE DR. 1.30 0 2 2.60 2.31 0.32 0.54 0.12 0.38 3.67 4.14 3.49 11.30 100% 11.30 0.00 0.00 Special Poject-Extra cost for traffic signage

KATESON DR 125m S. OF PROLOGIS BLVD MADILL BLVD EXTENSION 0.45 0 4 1.78 1.13 0.22 0.18 0.19 0.03 1.75 0.00 1.75 25% 75% 0.44 1.31 0.00

LIVING ARTS DRIVE RATHBURN RD.W CENTREVIEW DR. 0.20 0 2 0.40 0.36 0.10 0.08 0.08 0.08 0.01 0.08 0.80 3.40 4.20 100% 4.20 Property Cost Based on $3M per acre

McLAUGHLIN ROAD BRISTOL RD. BRITANNIA RD. W 1.52 2 4 3.04 2.63 0.22 0.38 0.61 0.63 0.14 0.14 4.76 0.61 5.36 90% 10% 4.83 0.00 0.54 - retaining walls, Resurfacing existing CTL

SHERIDAN PARK DRIVE WEST LEG SPEAKMAN EAST LEG SPEAKMAN 1.00 0 2 2.00 1.78 0.12 0.25 0.42 0.10 2.66 0.70 3.36 100% 3.36 0.00 0.00 Property cost provided by City

CREDIT RIVER CROSSING FRONT ST N. STAVEBANK RD 0.10 0 2 0.20 0.18 0.01 0.02 0.04 0.04 0.30 14.33 14.63 100% 14.63 0.00 0.00 Length is 330m including 250m Bridge Deck

SQUARE ONE DRIVE W CONFEDERATION PARKWAY RATHBURN RD. W 0.26 0 2 0.52 2.00 0.03 0.06 6.00 0.11 0.02 0.60 8.83 8.83 100% 8.83 0.00 0.00 Special Project - Roundabout

SQUARE ONE DRIVE E HURONTARIO ST RATHBURN RD. E 0.25 0 2 0.50 0.44 0.03 0.06 0.10 0.10 0.02 0.60 1.36 4.43 1.89 7.68 100% 7.68 0.00 0.00 Specia; Project - Roundabout

TENTH LINE BRITANNIA RD. W DERRY RD. 3.06 2 4 6.12 5.30 0.45 0.76 1.22 1.28 1.87 0.29 11.17 0.00 11.17 90% 10% 10.05 0.00 1.12

TENTH LINE DERRY RD. W. RAILWAY TRACKS 1.30 2 4 2.60 2.25 0.19 0.32 0.52 0.54 0.12 0.54 4.49 0.00 4.49 90% 10% 4.04 0.00 0.45 Special Project-Railway Crossing

TENTH LINE RAILWAY TRACKS ARGENTIA RD. 0.30 2 4 0.60 0.52 0.04 0.07 0.12 0.13 0.03 0.91 0.00 0.91 90% 10% 0.82 0.00 0.09

WHITTLE RD BRITANNIA RD. E MATHESON BLVD. E 1.10 2 4 2.20 1.90 0.13 0.27 0.44 0.46 0.10 3.32 0.00 3.32 90% 10% 2.98 0.00 0.33

MAJOR COLECTOR ROAD TOTAL 25.88 60.11 24.37 19.35 2.50 5.85 10.28 9.58 2.68 1.88 0.00 25.52 0.93 113.44 48.67 63.75 225.863 215.815 5.282 4.765

ALL ROADS TOTAL 70.07 151.41 35.49 93.22 5.38 16.53 19.35 27.40 6.92 5.25 0.00 28.89 1.84 257.40 75.56 96.22 429.18 387.43 7.50 34.25

LAND-SCAPING

HOV LANES

NON GRTH COST

NON GRTH COST

COSTS

GROWTH

NON GRTH

CNTRE TURN LANE

SPECIAL PROJ

GROWTH

NON GRTH

CITY OF MISSISSAUGA

DEVELOPMENT CHARGES - DRAFT ROAD IMPROVEMENT PROGRAM COSTS ($000,000's)


LAND-SCAPING

HOV LANES

GROWTH

UTILITY COSTS

ROAD WIDEN. COSTS

TOTAL COSTS

SUBTOT. ROAD COSTS

IMP. LTH. (KM) EX. LN.

ROAD CONST COSTS

ROAD WIDEN. COSTS

SUBTOT. ROAD COSTS

TRAFFIC SIGNAL COSTS

NEW ACSTCL WALLS

STRUC. COSTS

ROAD CONST COSTS

ADDIT LANE KM.

CNTRE TURN LANE

UTILITY COSTS

TOTAL COSTS



SPECIAL PROJFUT. LN.

SPECIAL PROJECTS / COMMENTS

NEW ACSTCL WALLS SPECIAL PROJECTS / COMMENTS

FUT. LN.ADDIT

LANE KM.

STRUC. COSTS

TABLE D-1

COSTS

GROWTH

28/04/2014 2041 Mississauga DC Program Revised April 28 2014.xls-PROGRAM14 1

2014


NAME FROM TO COSTS COSTS COSTS DC DEV. DC DEVNON GRTH

COST

CNTRE TURN LANE

GROWTH

NON GRTH

CITY OF MISSISSAUGA

DEVELOPMENT CHARGES - DRAFT ROAD IMPROVEMENT PROGRAM COSTS ($000,000's)


LAND-SCAPING

HOV LANES

UTILITY COSTS

ROAD WIDEN. COSTS

SUBTOT. ROAD COSTS

ROAD CONST COSTS

ADDIT LANE KM. TOTAL COSTS



SPECIAL PROJFUT. LN.

NEW ACSTCL WALLS SPECIAL PROJECTS / COMMENTS

STRUC. COSTS

TABLE D-1

COSTS

GROWTH

RAILWAY GRADE SEPARATIONS (6) 77.425 100% 77.43 0.00

58.500 100% 58.50 0.00

ATMS PLAN AND SIGNAL PHASING UPGRADES 37.860 100% 37.86 0.00

TRANSIT SIGNAL PRIORITY 48.354 100% 48.35 0.00

BICYCLE FACILITIES 83.600 100% 83.60 0.00

STAND ALONE SIDEWALK COSTS 9.923 100% 9.92 0.00

STAND ALONE NOISE WALLS 1.890 100% 1.89 0.00

DC, OP and TMP STUDIES 2.500 100% 2.50 0.00

EA STUDIES (1.5% OF ROADS AND RAIL GRADE SEPARATIONS) 7.599 100% 7.60 0.00

SUBTOTAL - ADDITIONAL STAND ALONE COSTS 327.651 327.65 0.00

GRAND TOTAL 756.84 715.084 7.504 34.248

All Unit Prices were Updated to Reflect 2014 Costs

UNIT COSTSNEW CONSTRUCTION - 1 LANE 1.503 CITY CONTRACT AVERAGE CONSTRUCTION COSTS 2009-2013

NEW CONSTRUCTION - 2 LANES 1.776 CITY CONTRACT AVERAGE CONSTRUCTION COSTS 2009-2013



ROAD WIDENING - 2 TO 4 1.731 CITY CONTRACT AVERAGE CONSTRUCTION COSTS 2009-2013



2 LANE RE-CONSTRUCTION 1.838 CITY CONTRACT AVERAGE CONSTRUCTION COSTS 2009-2013



ACOUSTICAL NOISE WALLS (PER SIDE) 0.840 - CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

LANDSCAPING / TREE PLANTING - ROAD WIDENING 0.095 CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

- NEW CONSTRUCTION 0.095 CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

SIDEWALKS (PER SIDE) - ROAD WIDENING 0.073 CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

- NEW CONSTRUCTION 0.061 CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

UTILITY RELOCATIONS 0.400 CITY OF MISSISSAUGA CURRENT CONTRACT PRICE

ILLUMINATION - ARTERIALS 0.250 ILLUMINATION COST BASED MMM GROUP ESTIMATE FROM CURRENT CONTRACTS

- COLLECTORS 0.250 ILLUMINATION COST BASED MMM GROUP ESTIMATE FROM CURRENT CONTRACTS

TRAFFIC SIGNALS 0.417 CITY OF MISSISSAUGA SIGNAL AND INTERSECTION IMPROVEMENT COST

CENTRE TURN LANE (5m roadway) ROAD WIDENING 0.605 CALCULATED BASED ON A 5M WIDE CENTRE TURN LANE (2009 DC COST INDEXED BY 5%)

NEW CONSTRUCTION 0.415 CALCULATED BASED ON A 5M WIDE CENTRE TURN LANE

SPECIAL PROJECTS 1. MAJOR ROAD PROFILE CHANGES (SURCHARGE) - ROAD WIDENING 10% -CONSTRUCTION COST FACTORS FROM RIMS PROGRAM

- NEW CONSTRUCTION 15% -CONSTRUCTION COST FACTORS FROM RIMS PROGRAM

2. MEDIAN BOULEVARD 0.426 CALCULATED BASED ON A 5M WIDE LANDSCAPED MEDIAN (2009 DC COST INDEXED BY 5%)

3. RAISED MEDIAN 0.155 CALCULATED BASED ON A 5M WIDE ASPHALT MEDIAN (2009 DC COST INDEXED BY 5%)

4. RETAINING WALL 0.217 INCREASED FROM 2009 DC BY CONSTRUCTION INDEX TO REFLECT THE CURRENT MARKET VALUE

5. RESURFACING EXISTING CTL 0.053 BASED ON COST OF RESURFACING A 5M WIDE CTL

6. AT-GRADE CROSSING (2-4 LANE WIDENING) SIGNAL RELOCATION 0.315 BASED ON RAIL GRADE CROSSING IMPROVEMENTS ON COLERAINE DRIVE IN BOLTON 2009 (INDEXED BY 5%)

PADDING PER TRACK 0.158 BASED ON RECENT RAIL GRADE CROSSING IMPROVEMENTS ON COLERAINE DRIVE IN BOLTON

$M/KM

STAND ALONE SIGNALIZED INTERSECTION IMPROVEMENTS

$M/KM$M/KM$M/KM

UNITS

PER LOCATIONPER TRACK

$M/KM$M/KM$M/KM

$M/KM$M/KM

$M/KM

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$M/KM$M/KM$M/KM

$M/KM

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$M/KM

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28/04/2014 2041 Mississauga DC Program Revised April 28 2014.xls-PROGRAM14 2

STRUCTURE ROAD BRIDGE TYPE DECK TRAVELLED TOTAL DECK TRAVELLED ADDITIONAL TOTAL ADDITIONAL COMMENTS

TYPESECTION NUMBER LANES LENGTH WIDTH DECK WIDTH LANES LENGTH WIDTH WIDTH DECK WIDTH DECK AREA

WIDENING OF EXISTING BRIDGE STRUCTURES

BURNHAMTHORPE ROAD E

- COOKSVILLE CREEK BRIDGE 21018 21005 O-WAT 4 8.8 17 23.8 6 8.8 25.5 8.5 32.3 75 $939,000 3 $984,500 $895,000 3

- LITTLE ETOBICOKE CREEK (BRIDGE) BRIDGE 20023 20001 O-WAT 4 13.4 18.5 28 6 13.4 27.0 8.5 36.5 114 $1,430,000 3 $1,498,200 $1,362,000 3

$2,369,000 $2,482,700 $2,257,000

DUNDAS STREET E & W

- OVER THE CREDIT RIVER - 0.12KM EAST OF MISSISSAUGA RD. BRIDGE 17002 O-WAT 4 53 16.6 26 6 53 25.1 8.5 34.5 451 $4,243,000 3 $4,445,100 $4,041,000 3

- OVER RAILWAY - 0.4KM WEST OF CAWTHRA BRIDGE 14004 O-RR 4 57.7 15 21.3 6 57.7 23.5 8.5 29.8 490 $4,619,000 3 $4,838,900 $4,399,000 3

$8,862,000 $9,284,000 $8,440,000

NINTH LINE

- BRITANNIA ROAD W TO DERRY ROAD BRIDGE O-WAT 2 40 11 22.5 4 40 19.5 8.5 31.0 340 $3,202,000 3 $3,355,000 $3,050,000 3

CREDITVIEW ROAD

- BANCROFT TO N. OF HIGHWAY 401 (CREDIT RIVER) BRIDGE 45113 45001 O-WAT 2 69.2 9.2 12.2 4 69.2 17.7 8.5 20.7 588 $4,986,000 3 $5,223,900 $4,749,000 3

- BANCROFT TO N. HWY 401 (HWY 401 OVER PASS) BRIDGE O-HWY 2 62 7 9.5 4 62 15.5 8.5 18.0 527 $4,467,000 3 $4,679,400 $4,254,000 3

$9,453,000 $9,903,300 $9,003,000

BRIDGE STRUCTURE WIDENINGSUBTOTAL $23,886,000 $25,025,000 $22,750,000

ROAD BRIDGE TYPE ADDITIONAL TOTAL ADDITIONAL COMMENTSSECTION NUMBER LENGTH LENGTH DECK AREA

WIDENING OF EXISTING CULVERT STRUCTURES

BURNHAMTHORPE ROAD E.

- COOKSVILLE CREEK EAST (CULVERT) CULVERT 21018 21006 O-WAT 4 3.6 29.9 6 3.6 8.5 38.4 31 $193,000 4 $202,400 $184,000 4

- 0.1KM EAST OF PONYTRAIL (LITTLE ETOB.CREEK TRIB.) CULVERT 19014 19002 O-WAT 4 4.1 28.7 6 4.1 8.5 37.2 35 $220,000 4 $229,900 $209,000 4

$413,000 $432,300 $393,000

DUNDAS STREET W

- 0.7 KM E. OF WINSTON CHURCHILL BLVD. (LOYALIST CREEK CULVERT 18018 18000 O-WAT 4 6.4 175 6 6.4 8.5 183.5 54 $343,000 4 $358,600 $326,000 4

CULVERT)

- AT MISSISSAUA ROAD (SAWMILL CREEK) CULVERT 17003 O-WAT 4 6 78.5 6 6 8.5 87.0 51 $321,000 4 $336,600 $306,000 4

- OVER COOKSVILLE CREEK - 0.25KM EAST OF HURONTARIO CULVERT 14003 O-WAT 4 12 95 6 12 4.3 99.3 51 $321,000 4 $336,600 $306,000 4

- 0.45KM WEST OF CONFEDERATION PKWY. (OVER MARY FIX CREEK) CULVERT 15001 O-WAT 4 10 38.7 6 10 8.5 47.2 85 $535,000 4 $561,000 $510,000 4

$1,520,000 $1,592,800 $1,448,000

NINTH LINE

- 1.2 KM SOUTH OF BRITANNIA ROAD W CULVERT 57003 57000 O-WAT 2 5.4 45.4 4 5.4 8.5 53.9 46 $289,000 4 $302,500 $275,000 4

- 0.6 KM K SOUTH OF BRITANNIA ROAD W CULVERT 57003 57001 O-WAT 2 5.3 45.3 4 5.3 8.5 53.8 45 $284,000 4 $297,000 $270,000 4

$573,000 $599,500 $545,000

CULVERT STRUCTURE WIDENING

SUBTOTAL $2,506,000 $2,624,600 $2,386,000

SPAN

2009 IMPROVEMENT

COST

2014 IMPROVEMENT COST

2009 IMPROVEMENT

COST

Est 2014 BASED ON 2009 COST

STRUCTURE TYPE

EXISTING 8 YEAR 2041

Table D-2

LOCATION

STRUCTURE COSTS

CITY OF MISSISSAUGA2014 DEVELOPMENT CHARGES STUDY UPDATE

LOCATIONLENGTHLANES

YEAR 2041EXISTINGEst 2014 BASED ON 2009 COST

2014 IMPROVEMENT COSTLANES SPAN

22/04/2014 2041 Mississauga DC Program Revised Feb 11 2014-STRUCTURES14 1

Table D-2

STRUCTURE COSTS



TYPE SECTION NUMBER LANES LENGTH WIDTH DECK WIDTH LANES LENGTH WIDTH WIDTH DECK WIDTH DECK AREA

NEW BRIDGE CONSTRUCTION

CREEKBANK RD

- STRUCTURE OVER 401 BRIDGE O-HWY 0 0 0 4 115 15 22.50 22.50 2588 $9,889,000 3 $10,360,900 $9,419,000 3

HIGHWAY 401 / CREEKBANK - WB OFF RAMP

- OVER ETOBICOKE CREEK BRIDGE O-WAT 0 0 0 1 79.9 9.90 9.90 791 $3,488,000 N/A N/A CITY OF MISSISSAUGA COST ESTIMATE 2014

CENTREVIEW DRIVE LINK TO HWY 403

- CREEK AND UNDERPASS BRIDGE O-RD 0 0 0 1 60 3.75 5.25 5.25 315 $7,161,754 3 $7,161,754 $6,510,685 3INCREASED 2004 DC ESTIMATE BY CONSTRUCTION INDEX

DREW ROAD

- TOMKEN RD TO DIXIE RD (ETOBICOKE CREEK) BRIDGE O-WAT 0 0 0 4 50 15 22.50 22.50 1125 $4,300,000 3,2 $4,504,500 $4,095,000 3,2ASSUMED SPAN

DUKE OF YORK FLYOVER STRUCTURE

- RATHBURN ROAD W TO NORTHERN DISTRIBUTION RD BRIDGE O-HWY 0 0 0 4 80 15 22.50 22.50 1800 $6,880,000 3 $7,207,200 $6,552,000 3

CENTREVIEW DRIVE FLYOVER STRUCTURE

- RATHBURN ROAD W TO NORTHERN DISTRIBUTION RD BRIDGE O-HWY 0 0 0 4 80 15 22.50 22.50 1800 $6,880,000 3 $7,207,200 $6,552,000 3ASSUME SIMILAR STRUCTURE AS DUKE OF YORK

HWY 401 RAMP EXTENSION

- MAVIS ROAD TO BELGRADE DRIVE BRIDGE O-RD 0 0 0 2 25 7.5 15.00 15.00 375 $1,433,000 3 $1,501,500 $1,365,000 3

HWY 403 NORTHERN DISTRIBUION RD

- MAVIS ROAD TO HURONTARIO STREET (COOKSVILLE CREEK) BRIDGE O-WAT 0 0 0 2 16 7.5 15.00 15.00 240 $917,000 3 $961,400 $874,000 3

- GRADE SEPARATION AT MAVIS RAMPS BRIDGE U-HWY 0 0 0 2 20 7.5 15.00 15.00 300 $2,447,000 3 $2,631,200 $2,392,000 3$1.3M FOR EARTHWORK AND REALIGNMENT OF EX. RAMP.

$3,364,000 $3,266,000

HWY 403 WB OFF RAMP

- FROM HWY 403 TO NORTHERN DISTRIBUTION ROAD BRIDGE U-HWY 0 0 0 2 55 7.5 15.00 15.00 825 $3,153,000 3 $3,303,300 $3,003,000 3

CREDIT RIVER CROSSING BRIDGE O-WAT 0 0 0 2 250 7.5 15.00 15.00 3750 $14,333,000 N/A N/A

NEW BRIDGE CONSTRUCTIONSUBTOTAL $60,881,754 $44,838,954 $40,762,685

ROAD BRIDGE TYPE ADDITIONAL TOTAL ADDITIONAL COMMENTSSECTION NUMBER LENGTH LENGTH DECK AREA

NEW CULVERT CONSTRUCTION

NINTH LINE

-IMMEDIATELY NORTH OF DERRY ROAD (EXISTING STEEL PIPE) CULVERT U-RD 0 0 0 4 3 40.0 40.0 120 $756,000 4 $316,800 $288,000 4

DREW ROAD- TORBRAM RD. TO AIRPORT RD. (TUNNEL IMMEDIATELY EAST OF RAIL GRADE SEPARATION) CULVERT U-RD 0 0 0 4 15 15.00 15.00 225 $1,417,000 4 $1,485,000 $1,350,000

4

SQUARE ONE DRIVE EAST- HURONTARIO STREET TO RATHBURN ROAD E CULVERT U-RD 0 0 0 2 12 25.00 25.00 300 $1,890,000 4 N/A N/A

NEW CULVERT CONSTRUCTION

SUBTOTAL $4,063,000 $1,801,800 $1,638,000

TOTAL $91,336,754 $74,290,354 $67,536,685

LOCATIONEXISTING YEAR 2041 2009

IMPROVEMENT COST


LOCATIONSTRUCTURE

TYPE


2009 IMPROVEMENT

COSTLANES SPAN LENGTH LANES SPAN

EXISTING YEAR 20412009 IMPROVEMENT

COSTEst 2014 BASED ON 2009 COST


Table D-2

STRUCTURE COSTS


BRIDGES REMOVED FROM ROADS PROGRAM


TYPE SECTION NUMBER LANES LENGTH WIDTH DECK WIDTH LANES LENGTH WIDTH WIDTH DECK WIDTH DECK AREA

HURONTARIO RAMP TERMINAL (Project Completed - Add to Inventory)

- HIGHWAY 401WB OFF-RAMP OVER HURONTARIO BRIDGE O-RD 0 0 0 2 26 7.5 15.00 15.00 390 $2,200,000 5 $2,420,000 $2,200,000 5CITY'S ESTIMATE (2009)

- HIGHWAY 401WB OFF-RAMP OVER HWY 401 ON-RAMP BRIDGE O-RD 0 0 0 2 20 7.5 15.00 15.00 300 $1,300,000 5 $1,430,000 $1,300,000 5CITY'S ESTIMATE (2009)

$3,500,000 $3,500,000

HURONTARIO STREET (Completed Remove and Add to Inventory)

-HWY 401 OVERPASS WIDENING FROM 6 TO 8 LANES BRIDGE O-HWY 6 46 22 27 8 46 30.5 8.5 35.5 391 $5,500,000 5 $6,050,000 $5,500,000 5CITY'S ESTIMATE (2009)

BURNHAMTHORPE ROAD W- 0.15KM EAST OF TAMARCK GATE BRIDGE 25006 O-PED 4 28.5 14.5 20 6 28.5 23.0 8.5 28.5 242 $3,042,000 3 $3,186,700 $2,897,000 3

- 0.1KM W. OF SOUTH COMMON CT. BRIDGE 25014 25004 O-PED 4 15.2 19 23.3 6 15.2 27.5 8.5 31.8 129 $1,622,000 3 $1,699,500 $1,545,000 3

- 0.40 KM WEST OF CREDIT WOODLANDS (CREDIT RIVER) BRIDGE 24031 24001 O-WAT 4 393 15.8 20 6 393 24.3 8.5 28.5 3341 $25,170,000 3 $26,368,100 $23,971,000 3COMPLICATED PROJECT (INCLUDES ADDITIONAL 20%)

- 0.15 KM EAST OF MISSISSAUGA ROAD (MULLET CREEK) BRIDGE 24031 24002 O-WAT 4 137 15.8 20 6 137 24.3 8.5 28.5 1165 $8,774,000 3 $9,191,600 $8,356,000 3COMPLICATED PROJECT (INCLUDES ADDITIONAL 20%)

- 0.20 KM WEST OF SAW MILL VALLEY DR. BRIDGE 24019 24004-1-2 O-WAT 2 23.2 7.5 11.5 3 23.2 11.8 4.3 15.8 99 $1,486,000 3 $1,556,500 $1,415,000 3COMPLICATED PROJECT (INCLUDES ADDITIONAL 20%)

- 0.20 KM WEST OF SAW MILL VALLEY DR. BRIDGE 24019 24004-2-2 O-WAT 2 23.2 7.5 11.5 3 23.2 11.8 4.3 15.8 99 $1,486,000 3 $1,556,500 $1,415,000 3COMPLICATED PROJECT (INCLUDES ADDITIONAL 20%)

BRITANNIA ROAD

- BURNSIDE CRT. TO BRITANNIA ROAD WEST TERMINAL BRIDGE U-HWY 0 0 0 2 280 7.5 15.00 15.00 4200 $19,263,000 3 $20,180,600 $18,346,000 3COMPLICATED PROJECT (INCLUDES ADDITIONAL 20%)

MADILL DRIVE EXTENSION

- KATESON DRIVE TO HURONTARIO STREET BRIDGE U-RD 0 0 0 3 20 11.25 18.75 18.75 375 $2,000,000 5 $2,200,000 $2,000,000 5 CITY'S ESTIMATE (2009)

NOTES: 1. DECK WIDTH CAN ACCOMMODATE 5 LANES.

2. ASSUMED TOTAL BRIDGE SPAN

3. CONSTRUCTION COSTS ARE BASED ON A UNIT COST OF $4,830 - $9,660 PER SQM FOR ROAD WIDENING AND $2,940 PER SQM

NEW CONSTRUCTION PLUS 15% CONTINGENCY AND 15% ENGINEERING

4. CULVERT CONSTRUCTION COSTS ARE BASED ON A UNIT COST OF $4846 PER SQM PLUS 15% CONTINGENCY AND 15% ENGINEERING

5. COST ARE BASED ON CITY OF MISSISSAUGA COST ESTIMATE

6. DOES NOT INCLUDE BICYCLE LANE WIDENING (COSTED SEPARATELY)

7. BASED ON NORTH SOUTH ROADWAY PLANNING/FEASIBILTY STUDY-ALT. S2N2 ADJUSTED BY 25% TO REFLECT INCREASE IN COST FROM 1999 TO 2004

8. ALL EXISTING WIDTHS AND LENGTHS WERE MEASURED OFF AERIAL PHOTOGRAPHY AND COMPARED TO THE CITY INVENTORY OF ALL BRIDGES AND CULVERTS

UNIT COSTS

WIDENING EXISTING BRIDGE -Small Bridges (<150m2) $9,660 $1,449 $1,449 $12,558 $15,070 -Medium Bridges (150m2-500m2) $7,245 $1,087 $1,087 $9,419 $11,302 -Medium Bridges (500m2-900m2) $6,521 $978 $978 $8,477 $10,172 -Large Structures (>900m2) $4,830 $725 $725 $6,279 $7,535NEW CONSTRUCTION $2,940 $441 $441 $3,822 $4,586

CULVERTS $4,846 $727 $727 $6,299 $7,559NOTE: UNIT COSTS INCLUDE BRIDGE DECK, ABUTMENTS, PIERS AND TYPICAL GRADING OF SLOPES

COMPLEX PROJECTS (+20%)BASE CONT. ENG. TOTAL



2009 IMPROVEMENT

COSTLOCATION

EXISTING 8 YEAR 2041


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D-2

APPENDIX E

GROWTH / NON-GROWTH COST SHARING ASSUMPTIONS

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Res

pons

ibili

ty)

(Sha

red

City

and

DC

)C

ost S

harin

gIm

prov

emen

t 1C

ost

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ovem

ent

Cos

tN

on-G

row

thG

row

th

Exi

stin

g 2

Lane

Rur

al R

oad

Res

urfa

ce 2

Lan

e R

oad

$101

,000

Rec

onst

ruct

2 L

ane

Urb

an R

oad

$1,8

30,0

006%

94%

Exi

stin

g 2

Lane

Rur

al R

oad

Res

urfa

ce 2

Lan

e R

oad

$101

,000

Rec

onst

ruct

4 L

ane

Urb

an R

oad

$2,3

73,0

004%

96%

Exi

stin

g 2

Lane

Rur

al R

oad

Res

urfa

ce 2

Lan

e R

oad

$101

,000

Res

urfa

ce a

nd W

iden

from

2 to

4 L

anes

$1,7

24,0

006%

94%

Exi

stin

g 2

Lane

Urb

an R

oad

Res

urfa

ce 2

Lan

e R

oad

$211

,000

Res

urfa

ce a

nd W

iden

from

2 to

4 L

anes

$1,7

24,0

0012

%88

%

Exi

stin

g 2

Lane

Urb

an R

oad

Res

urfa

ce 2

Lan

e R

oad

$211

,000

Res

urfa

ce a

nd W

iden

from

2 to

6 L

anes

$2,5

34,0

008%

92%

Exi

stin

g 4

Lane

Urb

an R

oad

Res

urfa

ce 4

Lan

e R

oad

$337

,000

Res

urfa

ce a

nd W

iden

from

4 to

6 L

anes

$1,8

88,0

0018

%82

%

1 - A

ssum

es r

esur

faci

ng o

f ent

ire r

oad

surf

ace

and

50%

cur

b an

d gu

tter

repl

acem

ent

DA

TE

:22

-Apr

-14

RE

CO

MM

ED

ED

GR

OW

TH

NO

N-G

RO

WT

H C

OS

T S

HA

RIN

G

Typ

e of

Roa

d Im

prov

emen

tN

on-G

row

thG

row

th (

DC

)

2 to

4 L

ane

Wid

enni

ngs

10%

90%

2 to

6 L

ane

Wid

enni

ngs

10%

90%

4 to

6 la

ne W

iden

ning

s20

%80

%

Tab

le E

-1

Gro

wth

Non

-Gro

wth

Cos

t Sha

ring

Ana

lysi

s

Table E-2

CITY OF MISSISSAUGA


DEVELOPER / DC COST SHARINGON MAJOR COLLECTOR ROADS

2 Lane Urban 4 Lane Urban Estimated CostCosting Items Construction (7.5m) Construction (14.5m) of a 5th Lane

Road Construction Cost 1,769,000 2,316,000 273,500 Sidewalks 122,000 122,000 Illumination 236,500 236,500 Total Cost 2,127,500 2,674,500 273,500

Portion of Total Road Cost That is Attributable to the Developer

Curb to Curb only Road, SW, and Illum.

2 Lane Collector 100% 100%



RECOMMENDED COST SHARING

Costing Items Developer DC

4 Lane Collectors 75% 25%

5 Lane Collectors 70% 30%

DATE: 22-Apr-14

Developer DC Costsharing for Collector Roads

mmm group limited final draft · 50 m on both sides of the road on arterials and major collectors....

Documents