additional capacity/capability acc committed projects ......

Capital Budget Project Detail Report Alphabetical Index by Department

Page Number

Project Detail Reference Guide 1 Engineering Department - Design and Construction

Infrastructure Project Maps Page Number Project Name Page Number Project Type

Infrastructure Project Phase Map 2 Little Lake Drainage Area Culvert Inlet Upgrades - Livingstone, North of Osprey Ridge 36 ACC

Little Lake Sewage Pumping Station Upgrade 37 ACC

Barrie Fire and Emergency Services Department - Operations Lovers Creek New Bridge - Tollendal Mill, 150m West of Coxmill 38 Renewal

Mapleview Drive E - Huronia to Country Lane 39 ACC

Project Name Page Number Project Type Mapleview Drive East - Country Lane to Yonge 40 ACC

Heavy Extrication Equipment Replacement 3 Renewal Memorial Square Park 41 Renewal

Mobile ASTRO Repeater New Unit 4 ACC Morrow Road - Ardagh to Patterson 42 Renewal

Self Contained Breathing Apparatus Replacement 5 Renewal Mulcaster Street Storm Outlet Replacement 43 Renewal

Rodney Street ROW Replacement - Collingwood to Kempenfelt 44 Renewal

Barrie Fire and Emergency Services Department - Training, Prevention and Communication Sanitary Servicing - Royal Oak, Bay, Cottage 45 ACC

Sewer Rehabilitation Program 46 Renewal

Project Name Page Number Project Type Sidewalk Infill Program 47 ACC

Portable Radio Replacement 6 Renewal Sophia Creek Culvert Expansion - Grove, 30m East of Davidson 48 Renewal

Back-up Communications Centre New Console 7 ACC Sophia Creek Minor Drainage Improvements - Howard and Lay 49 Renewal

Sunnidale Road New Transmission Watermain - Letitia to Wellington 50 ACC

Engineering Department - Design and Construction Tiffin Street ROW Expansion - Hwy 400 Underpass 51 Renewal

Tiffin Street Streetlight Installation - Ferndale to Dyments 52 ACC

Project Name Page Number Project Type Vancouver Street Culvert and Drainage Outlet Replacement - Kempenfelt Drive to Kempenfelt Bay 53 Renewal

Anne and Innisfil Street Railway Crossing Upgrade 8 ACC Water Service and Backflow Prevention Upgrades for Parks and Open Spaces 54 Renewal

Baldwin Lane Watermain Replacement - William to Bayview 9 Renewal Watermain Cathodic Protection Program 55 Renewal

Big Bay Point Booster Station VFD Upgrade 10 Renewal Wildflower Court Storm Sewer Expansion - Ardagh to End 56 ACC

Biosolids Facility Storage Tank Mixers Replacement 11 Renewal WwTF New Heat Exchanger - Primary Digester 3 57 ACC

Bunker's Creek - Shirley Avenue to Highway 400 12 ACC WwTF New Hot Water Balancing - Primary Digester 3 58 ACC

Centennial Park Expansion 13 Renewal WwTF Secondary Clarifier Alum System Upgrade 59 ACC

Cundles Road Pavement and Watermain Rehabilitation - Sunnidale to Leacock 14 Renewal WwTF Selector Tank Mixer Upgrade 60 ACC

Duckworth Street New Transmission Watermain and ROW Expansion - Bell Farm to St. Vincent 15 ACC

Dunlop and Tiffin/Miller Intersection Improvements 16 ACC Engineering Department - Development Services

Dunlop, Poyntz and Berczy New Watermain and ROW Replacement - Codrington to Mulcaster 17 ACC

Dunlop Street East Road Replacement - Toronto to Mulcaster 18 Renewal Project Name Page Number Project Type

Dyments Creek Culvert Expansion and Channel Improvements - Bradford Street 19 ACC Mapleview Drive East New Sanitary Sewer and Watermain - 419 and 423 Mapleview 61 ACC

Essa Road ACDC New Railway Crossing - Tiffin to Gowan 20 ACC

Essa Road ROW Expansion - Ferndale to Coughlin 21 ACC Engineering Department - Infrastructure Planning

Ferndale Drive North ROW Expansion - Dunlop to Tiffin 22 ACC

Ferris Lane Streetlight Installation - Bayfield to Cundles 23 ACC Project Name Page Number Project Type

Glen Echo Drive and College Crescent Watermain and Pavement Replacement - Lonsdale to Nelson 24 Renewal Bayview Drive ROW Expansion - Little to Big Bay Point 62 ACC

Grove Street East Watermain Replacement - Davies to Cook 25 Renewal Bell Farm Road ROW Expansion - St. Vincent to Duckworth 63 ACC

Gunn Street ROW Replacement and Sophia Creek Expansion - Peel to St. Vincent 26-27 Renewal Big Bay Point Road ROW Expansion - Bayview to Huronia 64 ACC

Harvie Road and Big Bay Point Road New Crossing - Highway 400 28 ACC Dock Road Park Expansion - Parts 1 and 2 65 ACC

Henry Street ROW Replacement - Frances to Eccles 29 Renewal Essa Road New Watermain and Road Expansion - Coughlin to Mapleview 66 Growth

Hotchkiss Creek Expansion - Essa Road, Anne to Gowan 30 ACC Harvie Road ROW Expansion - Essa to Veterans 67 ACC

Huronia Creek Drainage Area Outfall Rehabilitation - Trans Canada Trail 31 ACC Harvie Road ROW Expansion - Veterans to Bryne 68 ACC

Huronia Road Pavement Holding Strategy - N of Webb to Big Bay Point 32 Renewal Heritage Park Splash Pad Rehabilitation 69 Renewal

Interim Watermain Replacement Pilot Program 33 Renewal Heritage Trail Sign Expansion - Waterfront 70 ACC

Johnson Street ROW Replacement - Shanty Bay to Johnson's Beach 34 Renewal Infrastructure Master Plans / DC Technical Studies Update 71 Growth

Kidds Creek Storm Grate Upgrade - Storm Pond KD01 35 Renewal John Edwin Coupe Park Rehabilitation 72 Renewal

Project Type Abbreviation

Additional Capacity/Capability ACC

Committed Projects Committed

Corporate Need Corporate

Growth Growth

Legislated Requirement Legislated

Renewal Renewal

LEGEND

2016 Capital Budget Project Detail Reports

Table of Contents of 3

Engineering Department - Infrastructure Planning Facilities and Transit Department - Facilities, Development and Planning

Project Name Page Number Project Type Project Name Page Number Project Type

Little Lake Park New Development 73 ACC Eastview Arena Refrigeration Condenser Replacement 111 Renewal

Lockhart Road New Watermain and Reservoir and ROW Expansion - Veterans to Bayview 74 Growth Environmental Centre New Waste Segregation Kiosk 112 Renewal

Lockhart Road ROW Expansion - Bayview to Yonge 75 Growth Environmental Centre Safety Renovation - Main Building 113 Renewal

Lockhart Road ROW Expansion - Yonge to Prince William 76 Growth Facility High Security Upgrade Program 114 Renewal

Mapleview Drive East New Transmission Watermain and Road Expansion - East of Yonge to Prince William 77 Growth Facility Lighting Upgrade Program 115 Renewal

McKay Road New Interchange and Transmission Watermain - Highway 400 78 Growth Fire Station 4 Apparatus Bay New Concrete Pads 116 Renewal

Military Heritage Park New Development 79 ACC Fire Station 6 New Building Development 117 ACC

Painswick Park Rehabilitation and Expansion 80 ACC First Responders Campus New Buildings, Infrastructure and Site 118 ACC

Playground Replacement Program 81 ACC Hewitt Community Centre New Building Development 119 Growth

Ross and Collier and Bayfield Intersection Improvements and Ross Street Road Expansion - Toronto to Bayfield 82 ACC Hewitts Creek Branch Library New Development 120 Growth

Tennis Court Rehabilitation Program 83 Renewal Holly Community Centre Pool Tank Rehabilitation 121 Renewal

Whiskey Creek Trans Canada Trail Expansion - Yonge to Little 84 ACC Marina Bayfield Basin Area Upgrade 122 ACC

Willoughby Park Walkway Rehabilitation 85 Renewal Operations Centre Carbon Monoxide Detectors and Alarm System Replacement 123 Legislated

Operations Centre Domestic Hot Water Tank Replacement 124 ACC

Operations Centre New Bulk Water Station Ice Melting Pad 125 Renewal

Operations Centre New Paint and Flammables Storage Building 126 Legislated

Environmental Services Department - Environmental Operations Parkview Community Centre Retaining Wall Repair 127 Renewal

Police Services 79 Bell Farm Road Site Grading Repair 128 Renewal

Project Name Page Number Project Type Queen's Park Washroom Building Renovation 129 Renewal

Environmental Centre South Landfill Leachate Collection Gallery Replacement 86 Renewal Spirit Catcher Commercial Complex New Development 130 ACC

TCE Groundwater Monitoring Well Program 87 Legislated Temporary New BFES Training Facility 131 ACC

Waterfront Centre / Sea Cadet New Building 132 ACC

Environmental Services Department - Wastewater Operations

IT Department - Application Services

Project Name Page Number Project Type

WwTF Cogeneration Engine #2 Rehabilitation 88 Renewal Project Name Page Number Project Type

Archibus Technology Program 133 Corporate

Environmental Services Department - Water Operations Citizen Relationship Management (CRM) Solution 134 Corporate

Cityworks Technology Program 135 Corporate

Project Name Page Number Project Type External Web Site Technology Program 136 Corporate

Air Valve/Main Valve Chamber Condition Assessment and Rehabilitation Program 89 Renewal Land and Growth Management Solution 137 Corporate

Frozen Water Service Repair Program 90 Renewal Server and Desktop Software Program 138 Corporate

Facilities and Transit Department - Facilities, Development and Planning IT Department - Technology Services

Project Name Page Number Project Type Project Name Page Number Project Type

Allandale Recreation Centre Parking Lot Rehabilitation 91 Renewal City of Barrie New Wireless Connectivity Solution 139 Corporate

Allandale Recreation Centre Rooftop Exhaust Fan Replacement - Concession Booth 92 Renewal Corporate Audio Visual Technology Infrastructure Program 140 Corporate

Barrie Community Sports Complex Dosing Chamber (Septic System) Control Replacement 93 Renewal Corporate Communications Technology Infrastructure Program 141 Corporate

Barrie Community Sports Complex Electrical Grounding Surge Protection Upgrade 94 ACC Corporate Imaging Technology Infrastructure Program 142 Corporate

Barrie Community Sports Complex Roof and Cladding Replacement - Pump House 95 Renewal Corporate PC Technology Infrastructure Program 143 Corporate

Barrie Molson Centre Supply Fan 3, 4, 8, and 9 Replacement 96 Renewal Enterprise Resource Planning Solution 144 Corporate

Bayfield Basin Customer Service Kiosk Replacement & Sea Cadet Building Rehabilitation 97 Renewal Mobility Technology Program 145 Corporate

Centennial Beach Concession Building Renovation and New Concession Building 98 Renewal Network Technology Infrastructure Program 146 Corporate

Centennial Beach Pavilion Replacement 99 Renewal Public Safety Communications Technology Infrastructure Program 147 Corporate

City Hall 5th Floor Space Renovation 100 ACC Server and Storage Technology Infrastructure Program 148 Corporate

City Hall Accessibility Renovation - Council Chambers and Rotunda 101 Legislated

City Hall Building Envelope and Window Rehabilitation 102 Renewal Legislative & Court Services Department - Legislative Services

City Hall Heating, Ventilation and Air Conditioning Upgrade 103 Renewal

City Hall Parking Garage Rehabilitation 104 Renewal Project Name Page Number Project Type

City Hall Site Upgrade 105 Renewal Mail Room Equipment Replacement - Postage Machine and Inserter/Stuffer 149 Renewal

Collier Centre New Office Accommodation 106 ACC

Downtown Branch Library HVAC Control and VAV Box Replacement 107 Renewal Roads, Parks and Fleet Department - Fleet Services

Downtown Transit Terminal Metal Ceiling Tiles Replacement 108 Renewal

East Bayfield Community Centre Security Camera Replacement 109 Renewal Project Name Page Number Project Type

Eastview Arena Parking Lot Replacement and New LED Lighting - Rear Lot 110 Renewal 100 Foot Aerial Platform Truck Replacement (05-5006) - BFES 150 Renewal


Roads, Parks and Fleet Department - Fleet Services


2015 Additional Fleet - Approved Service Level Changes 151 ACC

2016 Additional Fleet - Approved Service Level Changes 152 Corporate

5 Ton Plow Truck Replacement (99-548) - Roads 153 Renewal

Car Replacement (02-158) - BFES 154 Renewal

Conventional Transit Bus Replacement 2016 155 Renewal

Gradall Replacement (87-816) - Roads 156 Renewal

Hydro Excavation Truck Replacement (02-416) - Roads 157 Renewal

Pickup Truck Replacement (03-1016) - Roads 158 Renewal

Pickup Truck Replacement (03-1021) - Roads 159 Renewal

Pickup Truck Replacement (06-1053) - BFES 160 Renewal

Pumper Rescue Truck Replacement (06-5014) - BFES 161 Renewal

Sander/Salter Replacement (03-5002) - Roads 162 Renewal

Sidewalk Sander/Salter/Plow Replacement (01-212) - Roads 163 Renewal



Specialized Transit Bus Replacement 2016 166 Renewal

Specialized Transit Compliance New Buses - AODA Legislative Compliance 167 Legislated

Stacker Replacement (06-6039) - Roads 168 Renewal

Tractor Replacement (04-2011) - Roads 169 Renewal

Zamboni Replacement (02-2002) - Recreation 170 Renewal

Roads, Parks and Fleet Department - Roads and Parks Operations


Downtown Sidewalk Replacement Program 171 Renewal

Roadway Surveillance Camera Expansion Program 172 ACC

Roads, Parks and Fleet Department - Traffic Services


Grove Street New Bicycle Lane 173 ACC

Pay & Display Machine Replacement 174 Renewal

Traffic Signal Cabinet Upgrade - Cundles & Coulter 175 Renewal

Traffic Signal Cabinet Upgrade - Cundles & Harding 176 Renewal


Organizational Branch name within the Department specified.

Year – The year in which the funding/phase is proposed.

Category, previously assigned Account # (if an existing project), and Project Phase for each component of the project within the year specified.

Budget Req – Gross of all newly requested amounts to be approved as part of the 2016 Capital Plan, identified by year; or, funding for the 2016 (or future year) phase of a multiyear project that was committed in a previous Capital Plan.

Forecast – Gross of all amounts required in future phases of the project, with approval to be requested in future capital plans, identified by year.

DevAgr – Funding contributions from pre-existing development agreements.

Reserves – Funding contributions from reserves (except for the Tax Capital Reserve).

Sewer Rate – Funding contributions required from the wastewater user rate.

Water Rate – Funding contributions required from the water user rate.

DCA – Funding contributions required from development charges in accordance with the 2014 development charges background study.

Grants – Funding contributions from government agencies through grant programs (e.g. Infrastructure Stimulus Fund, Lake Simcoe Clean Up Fund), and anticipated MTO funding.

FGT – Funding contributions from Federal Gas Tax.

Other – Funding contributions from Provincial Gas Tax, resident contributions, library contributions, police contributions.

TaxCap. Res – Funding contributions required from the Tax Capital Reserve.

TaxDebt – Amount of tax supported funding that is planned to be debentured. SewerDebt – Amount of wastewater user rate supported funding that is planned to be debentured. WaterDebt – Amount of water user rate supported funding that is planned to be debentured.

Specific Project Name.

Project # and/or Intake Form # assigned for tracking purposes in the Capital Plan.

Project Type (Additional Capacity/Capability, Corporate Need, Growth, Legislated, or Renewal) for the specified project.

Project Description outlining scope of proposed work.

Project Rationale to justify moving forward with the project.

Year Total provided for Budget Request, Forecast, and all funding sources, summed for all components in the specified year.

1

156

684

120

180

132

167

169

183

850

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189

417

434

455

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2

BFES Department Project Report

Operations

Heavy Extrication Equipment Replacement

Renewal46Project # Intake Form # Project Type

2016 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt

Capital PurchasesB.F.E.S. 34,000 0 0 0 0 34,000 0 0 0 0 0 0 0 0

34,000 0 0 0 0 0 0 34,000 0 Year Total 0 0 0 0 0


Capital PurchasesB.F.E.S. 0 0 0 0 0 35,000 0 0 0 35,000 0 0 0 0

0 0 0 0 0 0 0 35,000 0 Year Total 35,000 0 0 0 0


Capital PurchasesB.F.E.S. 0 0 0 0 0 37,000 0 0 0 37,000 0 0 0 0

0 0 0 0 0 0 0 37,000 0 Year Total 37,000 0 0 0 0

Project Description

Rationale

Replacement of heavy extrication tools.

The existing heavy extrication tools are at the end of their useful life due to age, level of service (technology and safety), and financial efficiency. The proposed equipment is battery operated which reduces trip hazards, is easier to

transport and may be used indoors. The new tools are also more cost-effective, more versatile and safer to operate.

3


Operations

Mobile ASTRO Repeater New Unit

Additional Capacity/Capability1642 111Project # Intake Form # Project Type


Capital PurchasesB.F.E.S. 40,000 0 0 0 0 40,000 0 0 0 14-15-2105-1642 0 0 0 0 0

40,000 0 0 0 0 0 0 40,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Purchase of a new mobile Astro Repeater.

With the current growth, high-rise construction and the types of buildings being constructed within the City of Barrie, emergency services are experiencing many instances of the reduction or complete loss of in-building emergency radio

coverage. This is a health and safety risk to not have sufficient radio coverage or a plan to provide some kind of alternative solution. BFES currently has one of these units but have many instances of multiple emergency scenes operating

at the same time that require the use of a mobile repeater. The City of Barrie has provided radio tower infrastructure throughout the City, but in-building coverage is often compromised due to the construction of the building, underground

portions of the building and even the manufacturing use within the building. The use of mobile repeaters that can be placed in a responding fire apparatus and utilized when in-building radio coverage is reduced or completely compromised

is an integral part of an overall emergency radio system. A communications system directly impacts on the ability to provide effective fire protection and contributes to a safer working environment for emergency responders. Coroner's Jury

recommendations into fatalities of firefighters emphasize the need for effective communication devices and procedures as a critical component in emergency operations. The Ministry of Labour and Ontario Fire Service Section 21

Committee state that fire departments should take into consideration the needs for effective fireground communications, the need for radio interoperability with other emergency agencies as well as the need for in-building radio coverage.

4


Operations

Self Contained Breathing Apparatus Replacement

Renewal1639 44Project # Intake Form # Project Type



700,000 0 0 0 0 0 0 700,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Self Contained Breathing Apparatus (SCBA) in a 1 year period.

The air packs being replaced do not meet current industry and NFPA standards, are nearing the end of their life cycle or do not have the most up-to-date technology critical to firefighter safety and wellness. Moreover, none of our packs

have the snap-change cylinder connection. Standards for air packs are established by NFPA 1981 and 1982 and reviewed every 5 years to update the quality of product and to provide the best protection available to the wearer. Some of

the packs to be replaced cannot be retrofitted due to age and compliance with the new standards as it is cost prohibitive or unavailable. Leveraging the new Snap-Change (quick-connect) cylinder connection will reduce firefighter

entanglement hazards through the removal of the high pressure line, which can be a costly repair, if required. BFES has 53 air packs that were purchased a number of years ago that do not meet current industry standards and should be

taken OOS along with 55 air packs that do not have the most current technology and ergonomics that are critical to firefighter survival, safety and wellness. None of these packs are compatible with the new snap-change cylinder

connection. The current 108 packs cannot be retrofitted to meet the new NFPA 1981 - 2013 standards or be fitted to the most current technology and should be replaced. The wholesale change will require approximately 85 packs to be

purchased along with 5 RIT kits to reduce our total inventory and lessen overall maintenance costs in future years, as we will only be maintaining the most current style of X3 SCBA. Scott Safety warranty on the new packs includes: 5

years on electronics; 10 years on all other parts; and 15 years on the pressure reducer. If a firefighter wears these older packs or BFES has 3 different types of breathing apparatus, BFES is not being diligent from an H&S perspective. If a

firefighter were to be injured wearing breathing apparatus that did not meet current industry standards or due to the inherent challenges in firefighters using 3 types of safety equipment, charges could be laid under the OH&S Act. The

proposed SCBA's will meet the current NFPA Standards. Life Cost Cycle Analysis (LCCA) was performed for lease and lease to own alternatives and was found to be cost prohibitive.

5


Training, Prevention and Communication

Portable Radio Replacement




33,000 0 0 0 0 0 0 33,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of 20, XTS 3000 Portable Radios which have reached the end of their useful life and should no longer be used in emergency conditions. The project duration is 3 years.

The existing spare communications hardware is at the end of their useful life. These existing assets are no longer repairable and should not be used in emergency situations. The purpose of these assets is to provide spare

communications hardware when main radios go out of service due to repair or programming updates. It is critical that reliable communication hardware is available at all times.

6


Training, Prevention and Communications

Back-up Communications Centre New Console

Additional Capacity/Capability1139Project # Intake Form # Project Type


Capital PurchasesB.F.E.S. 90,000 0 0 0 0 90,000 0 0 0 0 0 0 0 0

90,000 0 0 0 0 0 0 90,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Purchase of a new IP dispatching console as Phase 1 of an overall project to achieve a sustainable emergency back-up communications location. The first phase provides basic functionality not currently available while a multi-year

solution is identified and implemented.

The City's BFES are currently not meeting the recommended Provincial guidelines and industry best practices and standards for emergency communications systems. In 2015 Council adopted short-term recommendations in the updated

Fire Master Plan. Included was the implementation of a sustainable back-up communications location. Purchase of an IP dispatching console will be Phase 1 of an overall project to achieve a sustainable fire emergency back-up

communications location. As BFES continue to review the potential solutions, participants and locations for a more sustainable back-up communications location, this first phase will provide some basic functionality that BFES are not able

to perform now. This will allow the City's staff to further research and review possible solutions and provide specific recommendations. A multi-year solution will be required to complete a large project of this size. The recent availability of a

product that is compatible, flexible and deployable in various City facilities is a good step towards allowing some required functionality while continuing to work towards a sustainable back-up communications centre.

7

Engineering Department Project Report

Design and Construction

Anne and Innisfil Street Railway Crossing Upgrade



DesignRailway 150,000 0 0 0 0 150,000 0 0 0 14-16-2510-1757 0 0 0 0 0

150,000 0 0 0 0 0 0 150,000 0 Year Total 0 0 0 0 0


Const - Year 1Railway 0 0 0 0 0 500,000 0 0 0 14-16-2510-1757 500,000 0 0 0 0

0 0 0 0 0 0 0 500,000 0 Year Total 500,000 0 0 0 0

Project Description

Rationale

Based on the results of the safety assessment of a railway grade crossing at Anne Street, improvements will be made to meet compliance requirements and safety factors at the crossing.

To cross the tracks on Anne Street S, pedestrians are required to walk on the paved road shoulder on the west side or on the edge of the road on the east side, which poses health and safety risks to the community and increases risk to

the City. At present time, minimizing the hazards of an unsafe railway crossing are important since the surrounding neighbourhood is largely residential and local residents have expressed concerns about safety. With intensification and

infill within the former City boundary it is estimated that traffic volumes on Anne Street will increase to approximately 16,000 ADT by 2031; if the Event Centre lands are developed, this figure is projected to be substantially higher. The

Transportation Master Plan recommends improvements to the Anne Street right of way by 2027-2031, and ensuring that the railway crossing meets safety standards will become an even more important step in preparing for this future

growth.

8



Baldwin Lane Watermain Replacement - William to Bayview



DesignWatermain 30,000 0 0 0 0 0 0 0 0 0 0 30,000 0 0

30,000 0 0 0 0 0 0 0 0 Year Total 0 0 30,000 0 0


Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 550,000 0 550,000 0 0

0 0 0 0 0 0 0 0 0 Year Total 550,000 0 550,000 0 0

Project Description

Rationale

Watermain replacement on Baldwin Lane from William Street to Bayview Drive.

The existing watermain on Baldwin Lane between William Street and Bayview Drive is in poor structural condition, with an extensive history of breaks and service issues for local residents. If the main is not replaced, there is great risk of

repeated failure; replacing the main will restore the required levels of service for drinking water provision to the local community, and reduce operating expenses and staff time for the Water Operations branch as emergency repairs and

maintenance needs decrease.

9



Big Bay Point Booster Station VFD Upgrade



Const - Year 1Watermain 392,000 0 0 0 0 0 0 0 0 0 0 392,000 0 0

392,000 0 0 0 0 0 0 0 0 Year Total 0 0 392,000 0 0



49,000 0 0 0 0 0 0 0 0 Year Total 0 0 49,000 0 0

Project Description

Rationale

Replace existing pump starters with Variable Frequency Drives (VFD), retrofit pump motors, and revise SCADA programming at the Big Bay Point Booster Station.

The existing mechanical equipment is nearing the end of useful service life providing an opportunity to evaluate potential upgrades. The recommended upgrades include replacement of current pump starters with VFD's, retrofit pump

motors, and revision of SCADA programming of pump motors. The proposed upgrades will increase energy efficiency, flow control and overall booster station operability.

10



Biosolids Facility Storage Tank Mixers Replacement



Const - Year 1Biosolids/Stor

age

800,000 0 0 0 0 0 0 0 0 14-16-2515-1659 0 0 0 800,000 0

800,000 0 0 0 0 0 0 0 0 Year Total 0 0 0 800,000 0



age

800,000 0 0 0 0 0 0 0 0 14-16-2515-1659 0 0 0 800,000 0

800,000 0 0 0 0 0 0 0 0 Year Total 0 0 0 800,000 0



age

1,600,000 0 0 0 0 0 0 0 0 14-16-2515-1659 0 0 0 1,600,000 0

1,600,000 0 0 0 0 0 0 0 0 Year Total 0 0 0 1,600,000 0



age

348,000 0 0 0 0 0 0 0 0 14-16-2515-1659 0 0 0 348,000 0

348,000 0 0 0 0 0 0 0 0 Year Total 0 0 0 348,000 0

Project Description

Rationale

Replacement of Storage Tank Mixers with a hydraulic jet mixing system at the Biosolids Facility located in Oro Medonte.

The existing storage tank mixers were identified to be replaced in a 2005 condition assessment prepared by CH2M Hill, as they have reached their end of their useful life. In addition to physical mortality, it was noted that new mixer

technologies should be evaluated in order to resolve the operational concerns with mechanical pumps which are conducive to debris build-up in this type of application. In 2012/2013, a study was carried out to evaluate hydraulic jet-mixer

technology and to measure its effectiveness. The study resulted in the recommendation to replace the existing mixers with a hydraulic jet mixing system.

11



Bunker's Creek - Shirley Avenue to Highway 400



Const - Year 1Watercourses 500,000 75,000 0 0 0 118,238 0 0 306,762 14-16-2523-1577 0 0 0 0 0

Const - Year 1Watercourses 355,000 15,300 0 0 0 287,119 0 0 52,581 14-16-2523-1577 0 0 0 0 0

855,000 90,300 0 0 0 0 359,343 405,357 0 Year Total 0 0 0 0 0

Project Description

Rationale

Increase to the Bunker's Creek channel capacity to convey the 100 year storm and improve the stability of the channel and channel banks. The proposed solution includes: bank stabilization; channel improvements; construction of access

road for construction and maintenance.

The Bunker's Creek Channel from Shirley Avenue to Highway 400 has unstable banks that continually erode during storm events that are 2-year events or greater (i.e. more intense rainfall). The eroded material flows downstream during

the rain event and fills in storm pipe, channels and/or Kempenfelt Bay where it settles out. In 2013, during the construction of Bunker's Creek Northeast Branch Improvements, Contract 2012-076T, one storm event in August filled the new

box culvert pipe crossing Wellington Street approximately 0.6 m deep with eroded material from the creek channel. The box culvert opening is 1.2 m high, 4.8 m wide, and 68 m long. The box culvert had approximately 200 m3 of eroded

material cleaned out. Over the years, the storm sewer downstream of the box culvert that conveys the base flow was also filled with eroded material. The pipe is 675 mm diameter and 135 m long. It was approximately 75% filled with

eroded material (i.e. approximately 35 m3). The cost of removing the eroded material from the box culvert and the storm sewer was approximately $36,000 (excluding HST). The LSRCA provided a permit to Barrie for work upstream of

this project with the condition that this proposed work be committed to and completed to complete work on Bunker's Creek Northeast Branch at Shirley Avenue, an emergency project.

12



Centennial Park Expansion



Const - Year 1Parks/EP/OS 1,553,866 0 0 0 363,604 0 870,262 0 0 14-16-2351-1224 0 320,000 0 0 0

Const - Year 1Parking Lots 720,543 0 0 0 342,257 0 378,286 0 0 14-18-4020-1224 0 0 0 0 0

Const - Year 1Bridges 614,028 0 0 0 143,682 470,346 0 0 0 14-16-2511-1224 0 0 0 0 0

2,888,437 0 849,543 0 0 0 0 470,346 1,248,548 Year Total 0 320,000 0 0 0


Const - Year 2Parks/EP/OS 1,040,088 0 0 0 243,380 0 176,708 0 0 14-16-2351-1224 0 620,000 0 0 0

Const - Year 2Parking Lots 2,011,254 0 0 0 955,345 0 1,055,909 0 0 14-18-4020-1224 0 0 0 0 0

3,051,342 0 1,198,725 0 0 0 0 0 1,232,617 Year Total 0 620,000 0 0 0

Project Description

Rationale

Expansion of Centennial Park, including implementation of renewed pathways; electrical and water fountain servicing; pathway lighting;, and irrigation for Centennial Park from the Marina at Toronto Street southerly to Hotchkiss Creek.

Parts of the old roadway base will be utilized and resurfaced for parking.

The infrastructure within the parklands (Centennial Park and its parking lots) is at the end of its life cycle. Surface drainage in areas of the parkland needs to be improved to remove significant areas of ponding. Park improvements will

allow this major community park to function at optimum levels, and provide residents and visitors with a beautiful recreational area in the heart of the City's downtown.

13



Cundles Road Pavement and Watermain Rehabilitation - Sunnidale to Leacock



Const - Year 1Watermain 75,000 0 0 0 0 0 0 0 0 14-16-2535-1644 0 0 75,000 0 0

75,000 0 0 0 0 0 0 0 0 Year Total 0 0 75,000 0 0


Const - Year 2Roads 400,000 2,814 0 0 0 0 0 0 0 14-16-2510-1644 0 397,186 0 0 0

Const - Year 2Sidewalks 50,000 0 0 0 0 50,000 0 0 0 14-16-2525-1644 0 0 0 0 0

Const - Year 2Traffic Signals 50,000 0 0 0 0 50,000 0 0 0 14-16-2361-1644 0 0 0 0 0

500,000 2,814 0 0 0 0 0 100,000 0 Year Total 0 397,186 0 0 0

Project Description

Rationale

Rehabilitation of the pavement through full depth resurfacing and installation of watermain Cathodic protection on Cundles Road between Sunnidale Road and Leacock Drive.

The existing asphalt pavement is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective lifecycle strategies. Full depth resurfacing is required to address distresses not adequately

corrected through partial depth resurfacing such as severe potholes, medium to high severity cracking, and/or severe rutting. The existing watermain assets are approximately halfway through their useful life and due to being a ferrous

material, the installation of Cathodic protection on the ductile iron main is recommended in conjunction with the pavement rehabilitation to slow the rate corrosion and extend the assets' useful life.

14



Duckworth Street New Transmission Watermain and ROW Expansion - Bell Farm to St. Vincent



DesignRoads 204,000 0 0 0 132,600 71,400 0 0 0 0 0 0 0 0

DesignWatermain 112,000 0 0 0 71,680 0 0 0 0 0 0 40,320 0 0

DesignSanitary

Sewers

35,000 0 35,000 0 0 0 0 0 0 0 0 0 0 0

351,000 0 204,280 0 35,000 0 0 71,400 0 Year Total 0 0 40,320 0 0


PropertyRoads 0 0 0 0 292,500 157,500 0 0 0 450,000 0 0 0 0

0 0 292,500 0 0 0 0 157,500 0 Year Total 450,000 0 0 0 0


UtilitiesSanitary

Sewers

0 0 510,000 0 0 0 0 0 0 510,000 0 0 0 0

UtilitiesWatermain 0 0 0 0 153,600 0 0 0 0 240,000 0 86,400 0 0

0 0 153,600 0 510,000 0 0 0 0 Year Total 750,000 0 86,400 0 0


Const - Year 1Roads 0 2,317 0 0 1,323,843 712,840 0 0 0 2,039,000 0 0 0 0

Const - Year 1Watermain 0 0 0 0 719,360 0 0 0 0 1,124,000 0 404,640 0 0

Const - Year 1Sanitary

Sewers

0 0 347,000 0 0 0 0 0 0 347,000 0 0 0 0

0 2,317 2,043,203 0 347,000 0 0 712,840 0 Year Total 3,510,000 0 404,640 0 0



Sewers

0 0 347,000 0 0 0 0 0 0 347,000 0 0 0 0

Const - Year 2Watermain 0 0 0 0 719,360 0 0 0 0 1,124,000 0 404,640 0 0

Const - Year 2Roads 0 0 0 0 1,325,350 713,650 0 0 0 2,039,000 0 0 0 0

0 0 2,044,710 0 347,000 0 0 713,650 0 Year Total 3,510,000 0 404,640 0 0

Project Description

Rationale

Reconstruction of Duckworth Street from Bell Farm Road to St. Vincent Street including property acquisition for widening of the right-of-way, utility relocations, road & sidewalk reconstruction, installation of new transmission watermain,

replacement of distribution watermain and water services, replacement of sanitary sewer and sanitary laterals, replacement of storm sewer system, upgrades to streetlighting system, replacement of the traffic signal systems at

Duckworth/Codrington, at Duckworth/Wellington/Steel, at Duckworth/Grove, and at Duckworth/Rose/Bernick.

The existing road surface has failed, and with the increase growth of Georgian College and RVH there will be additional traffic volume on Duckworth Street. Phases 1 & 2 of the Class EA process were completed as part of the Annexation

Transportation Masterplan. Phases 3 & 4 of the Class EA process were completed in 2015, and provided recommendations for road improvements and lane configurations which includes buffered bicycle lanes. Replacement of all

existing municipal infrastructure (i.e. watermain, sanitary & storm sewers) is to be undertaken as part of this project in order to bundle the infrastructure components and thereby reduce capital and operating costs in the long term,

minimize disruption to the community, and limit environmental damages from unnecessary construction. The Water Storage and Distribution Master Plan prepared by Amec in 2013 identified the need for a 300mm watermain on

Duckworth Street from Bell Farm Road to St Vincent Street for Zone 2N reinforcement. The Water Storage and Distribution Master Plan indicates that this improvement is required to be completed as early as 2017 but no later than 2021.

The Transportation Master Plan indicates that the Roads improvement (widening and active transportation) is required as early as 2027 but no later than 2031.

15



Dunlop and Tiffin/Miller Intersection Improvements



Const - Year 1Traffic Signals 470,000 0 0 0 305,500 164,500 0 0 0 14-16-2361-1400 0 0 0 0 0

Const - Year 1Roads 3,078,000 78,813 0 0 1,949,471 0 1,049,716 0 0 14-16-2510-1400 0 0 0 0 0


Sewers

50,000 0 50,000 0 0 0 0 0 0 14-16-2515-1400 0 0 0 0 0


3,698,000 78,813 2,254,971 0 50,000 0 0 164,500 1,049,716 Year Total 0 0 100,000 0 0


Const - Year 2Roads 162,000 9,213 0 0 99,311 53,476 0 0 0 14-16-2510-1400 0 0 0 0 0

162,000 9,213 99,311 0 0 0 0 53,476 0 Year Total 0 0 0 0 0

Project Description

Rationale

Expansion of the Right of Way at the Dunlop Street West / Tiffin Street / Miller Avenue intersection including pavement structure replacement, new storm culverts, traffic signal replacement, intersection street lighting, new sanitary sewer

and new watermain from the intersection of Dunlop Street and Miller Drive easterly for approximately 100m.

The existing Right of Way traffic capacity is insufficient as identified in the Multi-Modal Active Transportation Master Plan. A recently completed Schedule C Environmental Assessment for Dunlop Street recommends the preferred solution

be a five lane cross section for both the City's and County's portion of Highway 90 / Dunlop Street. This Right of Way is not urbanized or fully serviced and requires the installation of new sanitary sewers, storm sewers, and watermain

realignment to be in compliance with City Standards. Additional to the required capacity upgrades, various other existing Right of Way assets have reached the end of their useful lives and require replacement.

16



Dunlop, Poyntz and Berczy New Watermain and ROW Replacement - Codrington to Mulcaster



UtilitiesRoads 100,000 0 0 0 0 100,000 0 0 0 14-16-2510-1593 0 0 0 0 0

UtilitiesSanitary

Sewers

28,000 0 28,000 0 0 0 0 0 0 14-16-2515-1593 0 0 0 0 0

UtilitiesWatermain 72,000 0 0 0 18,000 0 0 0 0 14-16-2535-1593 0 0 54,000 0 0

200,000 0 18,000 0 28,000 0 0 100,000 0 Year Total 0 0 54,000 0 0


Const - Year 1Roads 0 13,734 0 0 0 0 0 0 0 14-16-2510-1593 1,250,000 1,236,266 0 0 0


Sewers

0 0 350,000 0 0 0 0 0 0 14-16-2515-1593 350,000 0 0 0 0

Const - Year 1Watermain 0 0 0 0 225,000 0 0 0 0 14-16-2535-1593 900,000 0 675,000 0 0

0 13,734 225,000 0 350,000 0 0 0 0 Year Total 2,500,000 1,236,266 675,000 0 0


Const - Year 2Roads 0 0 0 0 0 150,000 0 0 0 14-16-2510-1593 150,000 0 0 0 0


Sewers

0 0 42,000 0 0 0 0 0 0 14-16-2515-1593 42,000 0 0 0 0

Const - Year 2Watermain 0 0 0 0 27,000 0 0 0 0 14-16-2535-1593 108,000 0 81,000 0 0

0 0 27,000 0 42,000 0 0 150,000 0 Year Total 300,000 0 81,000 0 0

Project Description

Rationale

Installation of new transmission watermain on Dunlop Street from Mulcaster Street to Poyntz Street, Poyntz Street from Dunlop Street to Berczy Street, and Berczy Street from Poyntz Street to Codrington Street. The project also includes

pavement structure replacement, sanitary sewer replacement, storm sewer replacement, sidewalk installation, and streetlight replacement.

The Water Storage and Distribution Master Plan prepared by Amec in 2013 identified the need for this 400mm reinforcement watermain for pressure Zone 2N. This project is required to complete a network of transmission watermains, as

identified in the “Out to Boundary” scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech Canada Inc.). The looping of this 400mm watermain completes network looping which improves Pressure

Zone 1 Fire Flows and resolves low pressure conditions at the Codrington Street Booster Pumping Station. Resolving these low pressure conditions ensure the City is able to supply water and ensure fire safety pressure in Zones 1 and

2N. Additional to the required watermain capacity upgrades, the majority of Right of Way assets have reached the end of their useful lives and require replacement. The sanitary sewer is a clay pipe and in need of replacement. The area

requires additional drainage improvements. The existing street lights do no meet current City standards.

17



Dunlop Street East Road Replacement - Toronto to Mulcaster



DesignRoads 270,000 0 0 0 0 270,000 0 0 0 0 0 0 0 0

270,000 0 0 0 0 0 0 270,000 0 Year Total 0 0 0 0 0


DesignRoads 270,000 0 0 0 0 270,000 0 0 0 0 0 0 0 0

270,000 0 0 0 0 0 0 270,000 0 Year Total 0 0 0 0 0


UtilitiesRoads 0 0 0 0 0 1,080,000 0 0 0 1,080,000 0 0 0 0

0 0 0 0 0 0 0 1,080,000 0 Year Total 1,080,000 0 0 0 0

Project Description

Rationale

Reconstruction of the Dunlop Street E right of way, including new pavement structure (base granular to remain), enhancement of the pedestrian environment via sidewalk replacement/widening and creation of a flexible boulevard, curb

replacement, landscape/streetscape programming replacement, street lighting and duct replacement and cathodic protection of existing watermain. Underground works are to remain in place, pending stormwater management report.

The Class Environmental Assessment reviewed alternatives to provide a more equitable allocation of road space between all modes of transport in the downtown core. The Preferred Alternative (Reconfigurable Street) has been

approved by Council. This option consists of two-way traffic, reconfigurable boulevard that can be used for pedestrian space or parking and wider permanent sidewalks adjacent to the buildings. As part of the two year design phase; year

one will include of an urban design phase to finalize the urban landscape design and ultimate cross-section. The remaining time will be spent on detailed design.

18



Dyments Creek Culvert Expansion and Channel Improvements - Bradford Street



DesignCulverts 470,000 0 0 0 211,500 258,500 0 0 0 0 0 0 0 0

470,000 0 211,500 0 0 0 0 258,500 0 Year Total 0 0 0 0 0


PropertyCulverts 0 0 0 0 108,985 133,205 0 0 0 242,190 0 0 0 0

UtilitiesCulverts 0 0 0 0 15,750 19,250 0 0 0 35,000 0 0 0 0

0 0 124,735 0 0 0 0 152,455 0 Year Total 277,190 0 0 0 0


Const - Year 1Culverts 0 0 0 0 2,529,000 3,091,000 0 0 0 5,620,000 0 0 0 0

0 0 2,529,000 0 0 0 0 3,091,000 0 Year Total 5,620,000 0 0 0 0


Const - Year 2Culverts 0 0 0 0 292,500 357,500 0 0 0 650,000 0 0 0 0

0 0 292,500 0 0 0 0 357,500 0 Year Total 650,000 0 0 0 0

Project Description

Rationale

Replacement and expansion of the Dyments Creek culvert on Bradford Street (124 metres north of Brock Street), construction of a 30 meter wide floodway and low flow channel for a distance of 30 m upstream and 106 m downstream of

the culvert. The project will include localized utility relocations as well as road and boulevard reinstatement.

The Dyments Creek Master Drainage Plan investigated various watershed conveyance deficiencies and different alternatives to address existing flood deficiencies of this road crossing. Storm events that are greater than the 5 year event

in the Dyments Creek watershed have a direct impact upon the City's Wastewater Treatment Facility (WwTF) as flooding will spill into the plant property and prohibit use of the north property access. The Regional Storm event conveyance

was recommended to ensure the WwTF and adjacent lands are not flooded during major storm events. Conveyance upgrades have been initiated upstream at the Anne Street crossing with future conveyance improvements planned for

the Sanford and Innisfil street crossings in the next 3 years. The implementation of the upstream works prior to the Bradford St culvert and channel works will increase the flooding impacts and vehicle safety of the crossing during storm

events greater than the 5 year event. Risks of flooding, and the associated environmental and property damage as well as risks to public safety, are expected to be reduced upon completion of the proposed works.

19



Essa Road ACDC New Railway Crossing - Tiffin to Gowan



Const - Year 1Railway 710,000 0 0 0 0 710,000 0 0 0 14-16-2510-1401 0 0 0 0 0

710,000 0 0 0 0 0 0 710,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of a new at-grade crossing warning system at the Essa Road ACDC Level railway crossing. The project includes the installation of a warning system consisting of flashing lights and bells, crossing gates, cantilevers and

auxiliary signals.

Several studies have been undertaken with respect to the operation and un-safe conditions of the existing at-grade railway crossing on Essa Road. The recommendation of the studies is that a grade crossing warning system consisting of

flashing lights and bells, crossing gates, cantilevers and auxiliary signals be installed. Coordination of the crossing signals with the adjacent traffic signals at (i) Gowan Street-Essa Road intersection; and, (ii) the traffic signals at the

Bradford Street-Tiffin Street-Essa Road intersection is required. Implementation of the work will improve safety for both drivers and pedestrians.

20



Essa Road ROW Expansion - Ferndale to Coughlin



Const - Year 2Roads 306,953 0 0 0 199,519 107,434 0 0 0 14-16-2510-0547 0 0 0 0 0


Sewers

43,856 0 27,015 0 0 0 0 0 16,841 14-16-2515-0547 0 0 0 0 0

Const - Year 2Watermain 23,504 0 0 0 0 0 0 0 4,607 14-16-2535-0547 0 0 18,897 0 0

Const - Year 2Storm Sewers 82,186 0 0 0 53,420 28,766 0 0 0 14-16-2520-0547 0 0 0 0 0

Const - Year 2Sidewalks 35,273 0 0 0 22,927 12,346 0 0 0 14-16-2525-0547 0 0 0 0 0

Const - Year 2Traffic Signals 46,296 0 0 0 30,092 16,204 0 0 0 14-16-2361-0547 0 0 0 0 0

Const - Year 2Streetlights 15,432 0 0 0 10,030 5,402 0 0 0 14-16-2363-0547 0 0 0 0 0

553,500 0 315,988 0 27,015 0 21,448 170,152 0 Year Total 0 0 18,897 0 0

Project Description

Rationale

Essa Road Right of Way Improvements including pavement structure replacement, new watermain and sanitary and storm sewers in areas not previously serviced, new traffic signals at Harvie Road and Coughlin Road and replacement

signals at Mapleton Avenue, new sidewalks and multi-use trail, and new street lighting.

Essa Road between Ferndale Drive and Coughlin Road is deficient with respect to traffic capacity, sidewalks, bicycle transportation, water servicing, storm sewer, sanitary sewer, street lights and traffic signals at Coughlin Road and Harvie

Road. The proposed work will increase traffic capacity and resolve transportation and other servicing deficiencies, thereby allowing the City to provide the expected levels of service to the community while reducing risk associated with

physically deteriorated and under-capacity roads and subsurface infrastructure.

21



Ferndale Drive North ROW Expansion - Dunlop to Tiffin



Const - Year 1Storm Sewers 1,000,000 12,000 0 0 642,200 345,800 0 0 0 14-16-2520-0308 0 0 0 0 0


Sewers

500,000 0 500,000 0 0 0 0 0 0 14-16-2515-0308 0 0 0 0 0


Const - Year 1Roads 2,000,000 13,184 0 0 1,291,430 695,386 0 0 0 14-16-2510-0308 0 0 0 0 0

Const - Year 1Culverts 500,000 20,000 0 0 312,000 168,000 0 0 0 14-16-2521-0308 0 0 0 0 0

4,600,000 45,184 2,245,630 0 500,000 0 0 1,209,186 0 Year Total 0 0 600,000 0 0


Const - Year 2Culverts 100,000 2,000 0 0 63,700 34,300 0 0 0 14-16-2521-0308 0 0 0 0 0


Sewers

50,000 0 50,000 0 0 0 0 0 0 14-16-2515-0308 0 0 0 0 0

Const - Year 2Sidewalks 160,000 0 0 0 104,000 56,000 0 0 0 14-16-2525-0308 0 0 0 0 0

Const - Year 2Storm Sewers 150,000 2,500 0 0 95,875 51,625 0 0 0 14-16-2520-0308 0 0 0 0 0

Const - Year 2Streetlights 120,000 0 0 0 78,000 42,000 0 0 0 14-16-2363-0308 0 0 0 0 0


Const - Year 2Roads 1,000,000 7,000 0 0 645,450 347,550 0 0 0 14-16-2510-0308 0 0 0 0 0

1,630,000 11,500 987,025 0 50,000 0 0 531,475 0 Year Total 0 0 50,000 0 0


Const - Year 3Culverts 20,000 0 0 0 13,000 7,000 0 0 0 14-16-2521-0308 0 0 0 0 0

Const - Year 3Roads 250,000 0 0 0 162,500 87,500 0 0 0 14-16-2510-0308 0 0 0 0 0

270,000 0 175,500 0 0 0 0 94,500 0 Year Total 0 0 0 0 0

Project Description

Rationale

The project includes reconstructing and widening Ferndale Drive from Dunlop Street at Tiffin Street as per the Ferndale Drive EA. Services to be installed include large diameter storm sewer, Dyments Creek culvert crossing, sanitary

sewer and street lighting. The existing 300mm diameter watermain is to be replaced with a 400mm diameter watermain. Sidewalks are proposed for both sides of the road.

Ferndale Drive experiences capacity and level of service deficiencies from Dunlop to Tiffin. The existing road is in very poor shape. Providing additional capacity through widening was recommended in the April 1999 City of Barrie

Transportation Study (Read, Voorhees & Associates Limited), and subsequent Class Environmental Assessment documents. This project will also service the area with needed sanitary servicing and storm sewer and improve the existing

road surface through reconstruction. Dyments Creek experiences flow capacity deficiencies, and recommended improvements that were identified in the Dyments Creek Master Drainage Plan will be undertaken as part of this project. The

water model identified the need for a 400mm diameter watermain, required for reinforcement and redundancy for pressure Zone 1. The existing watermain experiences capacity deficiencies and is unable to transport water supply from the

area to service Zone 1 effectively. Street lighting does not meet current City standards.

22



Ferris Lane Streetlight Installation - Bayfield to Cundles



DesignStreetlights 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

Const - Year 1Streetlights 180,000 16,927 0 0 0 163,073 0 0 0 0 0 0 0 0

200,000 16,927 0 0 0 0 0 183,073 0 Year Total 0 0 0 0 0

Project Description

Rationale

Expansion of streetlight system on Ferris Lane between Bayfield Street and Cundles Road. The project includes the installation of new streetlight poles, LED fixtures, underground conduit and associated power supply requirements.

Development Agreement funding is as follows: $975 (01-02-0135-9028), $1,200 (01-02-0135-9031), $10,500 (01-02-0135-9034), $331.97 (01-02-0135-9036), $272.25 (01-02-0135-9043), $664 (01-02-0136-9124) and $2,984.11

(01-02-0135-9131).

In data collection and mapping of GIS assets, Ferris Lane was identified as having sub standard illumination as it is an older system. The stretch of Ferris Lane proposed for lighting installation has limited to no streetlighting. The current

city standard is to design and illuminate the road to IES RP-8 standard for roadway lighting. Staff have received several complaints that this stretch of road is under lit as compared to other similar roadways. Staff have received several

requests from area residents to improve the illumination of the roadway. The roadway connects to a commercial area that attracts pedestrians who may be on the roadway during the evening and early morning. New illumination is required

to bring the roadway to current standard illumination levels on top of the recent LED retrofit.

23



Glen Echo Drive and College Crescent Watermain and Pavement Replacement - Lonsdale to Nelson



UtilitiesRoads 120,000 0 0 0 0 120,000 0 0 0 14-16-2510-1645 0 0 0 0 0

UtilitiesWatermain 80,000 0 0 0 0 0 0 0 0 14-16-2535-1645 0 0 80,000 0 0

200,000 0 0 0 0 0 0 120,000 0 Year Total 0 0 80,000 0 0


Const - Year 1Roads 0 0 0 0 0 0 0 0 0 14-16-2510-1645 400,000 400,000 0 0 0

Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 14-16-2535-1645 200,000 0 200,000 0 0

0 0 0 0 0 0 0 0 0 Year Total 600,000 400,000 200,000 0 0


Const - Year 2Roads 0 0 0 0 0 100,000 0 0 0 14-16-2510-1645 100,000 0 0 0 0

0 0 0 0 0 0 0 100,000 0 Year Total 100,000 0 0 0 0

Project Description

Rationale

Partial road reconstruction including new curb and gutter, asphalt and sidewalk repairs on Glen Echo Drive from College Crescent to College Crescent and on College Crescent from Lonsdale Drive to Nelson Street. The existing

watermain is to be replaced.

The existing asphalt pavement is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective lifecycle strategies. Full depth resurfacing is required to address distresses not adequately

corrected through partial depth resurfacing such as severe potholes, medium to high severity cracking, and/or severe rutting. The existing watermain assets are exhibiting signs of physical mortality through frequent break history indicating

the end of their useful life. The watermains are recommended to be replaced in conjunction with the pavement rehabilitation.

24



Grove Street East Watermain Replacement - Davies to Cook




25,000 0 0 0 0 0 0 0 0 Year Total 0 0 25,000 0 0



0 0 0 0 0 0 0 0 0 Year Total 440,000 0 440,000 0 0

Project Description

Rationale

Watermain replacement on Grove Street from Davies Crescent to Cook Street.

The existing watermain on Grove Street between Davies Crescent and Cook Street is in poor structural condition, and Water Operations staff have identified that it poses ongoing maintenance and repair challenges. Given the age and

current poor condition of the watermain there is great risk of continuing, repeated failure; replacing the main will allow the City to continue to provide adequate drinking water and fire flows to local residents, and it is anticipated that

operational costs and staff time will decrease as maintenance needs are reduced.

25



Gunn Street ROW Replacement and Sophia Creek Expansion - Peel to St. Vincent


Project Description

Rationale

Replacement of the road and infrastructure on Gunn Street from Peel Street to St. Vincent Street, including watermain, sanitary sewers, sidewalks, and streetlighting. The project also includes the installation of storm sewers and culverts,

as well as expansion of Sophia Creek watercourse from Davidson Street downstream to the Berczy Street crossing, just North of Queen Street.

Given the age and deteriorated condition of all infrastructure within this Right of Way, other lifecycle strategies (status quo, do nothing/run to failure, maintain differently, and/or rehabilitate) are not expected to significantly extend the

existing remaining life of current assets. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as

physical condition continues to deteriorate and probability of failure becomes greater. The proposed solution will ensure safe drinking water and adequate fire protection, provide adequate drainage and reduce the risk of flooding by the

installation of appropriately-sized storm sewers and watercourse improvements, provide reliable wastewater collection, and provide a transportation system that is safe, efficient, convenient and equitable through reconstruction.

26



Gunn Street ROW Replacement and Sophia Creek Expansion - Peel to St. Vincent


DesignRoads 150,000 0 0 0 0 150,000 0 0 0 0 0 0 0 0

DesignSanitary 40,000 0 40,000 0 0 0 0 0 0 0 0 0 0 0


DesignSidewalks 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

DesignStorm Sewers 40,000 0 0 0 0 40,000 0 0 0 0 0 0 0 0


DesignTraffic Signals 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

DesignCulverts 70,000 0 0 0 17,500 52,500 0 0 0 0 0 0 0 0

400,000 0 17,500 0 40,000 0 0 307,500 0 Year Total 0 0 35,000 0 0


DesignCulverts 20,000 0 0 0 5,000 15,000 0 0 0 0 0 0 0 0

DesignRoads 40,000 0 0 0 0 40,000 0 0 0 0 0 0 0 0

DesignSanitary 20,000 0 20,000 0 0 0 0 0 0 0 0 0 0 0


PropertyCulverts 0 0 0 0 43,000 129,000 0 0 0 172,000 0 0 0 0

100,000 0 48,000 0 20,000 0 0 184,000 0 Year Total 172,000 0 20,000 0 0


UtilitiesRoads 0 0 0 0 0 162,000 0 0 0 162,000 0 0 0 0


UtilitiesSanitary 0 0 54,000 0 0 0 0 0 0 54,000 0 0 0 0

UtilitiesWatermain 0 0 0 0 0 0 0 0 0 40,000 0 40,000 0 0

0 0 48,500 0 54,000 0 0 307,500 0 Year Total 450,000 0 40,000 0 0


Const - Year 1Culverts 0 0 0 0 750,000 0 0 0 0 3,000,000 2,250,000 0 0 0

0 0 750,000 0 0 0 0 0 0 Year Total 3,000,000 2,250,000 0 0 0


Const - Year 2Roads 0 1,300 0 0 0 0 0 0 0 2,239,000 2,237,700 0 0 0

Const - Year 2Sanitary 0 0 833,500 0 0 0 0 0 0 833,500 0 0 0 0


0 1,300 0 0 833,500 0 0 0 0 Year Total 3,700,000 2,237,700 627,500 0 0

27



Harvie Road and Big Bay Point Road New Crossing - Highway 400



DesignBridges 725,000 0 0 0 485,750 239,250 0 0 0 14-16-2511-1790 0 0 0 0 0

725,000 0 485,750 0 0 0 0 239,250 0 Year Total 0 0 0 0 0


DesignBridges 725,000 0 0 0 485,750 239,250 0 0 0 14-16-2511-1790 0 0 0 0 0

725,000 0 485,750 0 0 0 0 239,250 0 Year Total 0 0 0 0 0


PropertyBridges 0 0 0 0 1,340,000 660,000 0 0 0 14-16-2511-1790 2,000,000 0 0 0 0

0 0 1,340,000 0 0 0 0 660,000 0 Year Total 2,000,000 0 0 0 0


UtilitiesBridges 0 25,000 0 0 1,490,750 734,250 0 0 0 14-16-2511-1790 2,250,000 0 0 0 0

0 25,000 1,490,750 0 0 0 0 734,250 0 Year Total 2,250,000 0 0 0 0


Const - Year 1Bridges 0 180,000 0 0 9,209,150 0 4,535,850 0 0 14-16-2511-1790 13,925,000 0 0 0 0

0 180,000 9,209,150 0 0 0 0 0 4,535,850 Year Total 13,925,000 0 0 0 0

Project Description

Rationale

Construction of a new highway crossing to connect Big Bay Point Road and Harvie Road, across Highway 400, including the crossing over Highway 400; removal of the existing railway crossing on Big Bay Point between Bayview and

Fairview Drives; buffered bike lanes and sidewalks on both sides; and accommodation for five lanes of traffic between Bryne and Bayview Drives.

The Harvie Road and Big Bay Point Road Crossing of Highway 400 is recommended to reduce traffic congestion and support growth in the south end of Barrie by connecting Harvie Road to Big Bay Point Road across Highway 400. The

preferred design alternative includes: the crossing over Highway 400, removal of the existing railway crossing on Big Bay Point between Bayview Drive and Fairview Drive, buffered bike lanes and sidewalks on both sides, five lanes in the

interim and ultimate of seven lanes between Bryne Drive and Bayview Drive, and protection of land for a potential future Highway interchange. Community and Council support for completion of the project is high.

28



Henry Street ROW Replacement - Frances to Eccles



DesignRoads 35,000 0 0 0 0 35,000 0 0 0 0 0 0 0 0

DesignSanitary

Sewers

15,000 0 15,000 0 0 0 0 0 0 0 0 0 0 0




85,000 0 0 0 15,000 0 0 55,000 0 Year Total 0 0 15,000 0 0


UtilitiesRoads 0 3,115 0 0 0 96,885 0 0 0 100,000 0 0 0 0

0 3,115 0 0 0 0 0 96,885 0 Year Total 100,000 0 0 0 0


Const - Year 1Roads 0 2,315 0 0 0 0 0 0 0 682,000 679,685 0 0 0


Sewers

0 0 230,000 0 0 0 0 0 0 230,000 0 0 0 0


0 2,315 0 0 230,000 0 0 0 0 Year Total 1,112,000 679,685 200,000 0 0

Project Description

Rationale

Right of Way Reconstruction of Henry Street between Frances Street and Eccles Street including road reconstruction, watermain replacement, water service replacement, sanitary sewer replacement, sanitary lateral replacement, storm

sewer installation, sidewalk replacement, and streetlighting replacement / upgrading.

This section of Henry Street was constructed between the time frame of 1947 and 1950 and nearly every piece of infrastructure has experienced severe deterioration and no longer provides reliable service. CCTV performed in 2015

confirms that the existing sanitary sewers are in very poor condition, and the proposed timing for sanitary renewal is based on need being immediate. The proposed solution includes replacing the sanitary sewers. There is a strong

likelihood that some or all laterals are bituminous fibre connections, which have a high risk of physical failure. Under Council Motion (94-G-339), sewer connections that are bituminous fiber pipe and that are in a state of failure, are the

responsibility of the City including all costs associated with the replacement of the sewer connection from the sewer main to the property line. To mitigate the high probability of failure and to effectively control the City's responsibility with

these assets, the proposed solution also includes the replacement of all sanitary laterals. The watermain is undersized, and well beyond its expected useful service life, and has begun to severely impact levels of service including water

quality and restricted flow rates. The proposed solution includes watermain renewal and extending to Eccles Street for improved water service reliability. There are no local storm sewers within this Right of Way. This results in a public

safety concern with potential for roadway flooding during major storm events. The proposed solution includes the installation of local storm sewers and catch basins from Kidds Creek at Eccles upstream to Frances. The sewer will be

sized appropriately to adequately convey local drainage to the limit of the watershed drainage divide. The surface pavement is estimated to have been constructed in 1979. Based on 2014 road condition assessment, and the City's

updated Transportation Asset Management Plan, 2015, the road is in relatively good condition. The pavement assets are not a project driver; however, as a result of the subsurface infrastructure renewal needs, the proposed solution

includes pavement reconstruction. Reconstruction of the entire Right of Way is anticipated to improve levels of service in water provision and stormwater management, and will reduce the City's risk of flood damage to property and the

environment.

29



Hotchkiss Creek Expansion - Essa Road, Anne to Gowan



UtilitiesStorm Sewers 550,000 0 0 0 440,000 110,000 0 0 0 14-16-2520-1519 0 0 0 0 0

550,000 0 440,000 0 0 0 0 110,000 0 Year Total 0 0 0 0 0


Const - Year 1Storm Sewers 0 0 0 0 3,120,000 0 0 0 0 14-16-2520-1519 3,900,000 780,000 0 0 0

0 0 3,120,000 0 0 0 0 0 0 Year Total 3,900,000 780,000 0 0 0


Const - Year 2Storm Sewers 0 0 0 0 400,000 0 0 0 0 14-16-2520-1519 500,000 100,000 0 0 0

0 0 400,000 0 0 0 0 0 0 Year Total 500,000 100,000 0 0 0

Project Description

Rationale

Road reconstruction and replacement of a large diameter storm sewer and inlet structures for Hotchkiss Creek on Essa Road from 100m east of Anne Street to Gowan Street. The project also includes sanitary sewer replacement to

permit the installation of the storm sewer, upgrading the street lights and traffic signals.

The existing storm sewer is considered to be under capacity resulting in the risk of flooding on Essa Road to a depth of 0.16m above the crown of the road during the 100 year storm event. This is not compliant with City Drainage Policies.

The proposed storm sewer and inlet structures will convey the 100 year storm event as recommended by the Hotchkiss Creek Master Drainage Plan. The storm sewer outlet works along Gowan Street to Kempenfelt Bay have recently

been constructed providing an outlet for the proposed capacity upgrades. The street lighting does not meet current City standards and the traffic signals are reaching the end of their lifecycle.

30



Huronia Creek Drainage Area Outfall Rehabilitation - Trans Canada Trail




50,000 0 0 0 0 0 0 50,000 0 Year Total 0 0 0 0 0


Const - Year 1Storm Sewers 0 0 0 0 0 700,000 0 0 0 700,000 0 0 0 0

0 0 0 0 0 0 0 700,000 0 Year Total 700,000 0 0 0 0

Project Description

Rationale

Rehabilitation of the Huronia Creek Drainage Area outfall located near the Trans Canada Trail approximately 200m East of the Southshore Community Centre. This project is an interim solution to correct the immediate issues that exist;

an ultimate solution is to be coordinated with future road works undertaken on Lakeshore Drive.

The existing outfall is perched, creating safety and erosion concerns. The erosion concerns extend downstream to Lake Simcoe. The project is the interim solution and includes large round river rock to be placed at the outfall to reduce

erosive velocities and minimize negative impacts to the environment and Lake Simcoe due to high flows, and a fence or railing to be installed between the edge of the Trans Canada Trail and the outfall to improve safety.

31



Huronia Road Pavement Holding Strategy - N of Webb to Big Bay Point



Const - Year 1Roads 268,000 147,172 0 0 0 0 0 0 0 14-16-2510-1728 0 120,828 0 0 0

268,000 147,172 0 0 0 0 0 0 0 Year Total 0 120,828 0 0 0

Project Description

Rationale

Installation of asphalt pavement overlay to provide a short term holding strategy for Huronia Road from north of Webb Street to Big Bay Point Road. Shoulders will also be paved, and rumble strips installed. Development Agreement

funding is as follows: $3,600 (01-02-0135-9011), $9,531 (01-02-0135-9012), $22,096.14 (01-02-0135-9024), $2,894 (01-02-0135-9037), $16,034 (01-02-0135-9040), $16,099.51 (01-02-0135-9049), $38,843.53 (01-02-0135-9059),

$14,158 (01-02-0135-9074), $21,636 (01-02-0136-9134) and $2,300 (01-02-0136-9135).

The existing pavement structure on Huronia Road requires immediate rehabilitation work, in advance of the Right of Way reconstruction proposed within the next 10 years. The pavement condition is very poor. The proposed holding

strategy will be an interim solution as more extensive replacement and expansion including subsurface assets (watermain, sanitary sewer, and storm sewer) will occur within the next 10 years. The holding strategy is recommended to

improve road surface to an acceptable Level of Service at a financial efficiency over rigorous patching and repair efforts.

32



Interim Watermain Replacement Pilot Program





440,000 0 0 0 0 0 0 0 0 Year Total 0 0 440,000 0 0


DesignWatermain 0 0 0 0 0 0 0 0 0 15,000 0 15,000 0 0


0 0 0 0 0 0 0 0 0 Year Total 425,000 0 425,000 0 0




0 0 0 0 0 0 0 0 0 Year Total 425,000 0 425,000 0 0

Project Description

Rationale

Watermain replacement pilot project for various old and undersized galvanized watermains using trenchless technology.

Throughout the City there are many small galvanized watermains, many of them dead ends, that are below the 150mm recommended minimum diameter as per City standards. Water Operations staff have identified substantial

challenges in achieving adequate drinking water and fire flows at these mains, and are regularly required to perform maintenance activities in attempts to improve service to residents. Many of the mains are older and require upsizing and

replacement. A program for replacement of the deficient mains is required. A pilot project utilizing trenchless technology to reduce overall operational and capital costs by minimizing road restoration works is recommended for the mains

identified as most critical by Water Operations staff; if successful, this program may be expanded and extended in future years.

33



Johnson Street ROW Replacement - Shanty Bay to Johnson's Beach



Const - Year 1Roads 1,239,000 0 0 0 0 0 0 0 0 14-16-2510-1625 0 1,239,000 0 0 0


Sewers

89,000 0 89,000 0 0 0 0 0 0 14-16-2515-1625 0 0 0 0 0


1,400,000 0 0 0 89,000 0 0 0 0 Year Total 0 1,239,000 72,000 0 0

Project Description

Rationale

Replacement of Johnson Street between Shanty Bay Road and Johnson's Beach including reconstruction of the road, storm sewer, watermain, streetlighting and sidewalk and a new sanitary forcemain.

The storm drainage system on Johnson Street between Shanty Bay Road and Johnson’s Beach is deficient in both capacity and condition resulting in frequent washing out of the beach during heavy rainfall events. There are operational

concerns with the existing sanitary forcemain. The proposed solution will reduce the risk of flooding and erosion, increase reliability in wastewater collection system, provide adequate fire protection, and improve accessibility to Johnson’s

Beach.

34



Kidds Creek Storm Grate Upgrade - Storm Pond KD01



Const - Year 1Storm Ponds 275,000 0 0 0 0 275,000 0 0 0 14-16-2522-1586 0 0 0 0 0

275,000 0 0 0 0 0 0 275,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the headwall and storm grate for the Storm Pond KD01 outlet structure in Sunnidale Park.

Kidd's Creek watershed conveys flows form the north central portion of the City through Sunnidale Park and outletting to Kempenfelt Bay. The stormwater facility located in Sunnidale Park is considered a significant hydraulic feature in the

watershed providing flood protection for the Highway 400 and lands downstream. The control structure will convey approx. 27m3/s for the Hazel storm event with an additional 29 m3/s flowing through the SWMF spillway. The current

design does not include a grate. As a result twigs, branches, leaves and trash debris accumulate and block the pond pipe outlet structure and water begins to backup, resulting in Operations staff frequently having to clean the pipe inlet

out. The amount of organic debris and trash that the creek carries from the wooded area upstream in Sunnidale Park has become a substantial operational problem. In addition, with the lack of protective grating the safety and liability to

park users and City employees has become a significant concern and issue. The material must be removed from in front of the outlet pipe and piled to the side until there is a sufficient amount, at which time an excavator will be brought in

to remove and haul this material away for disposal. This has become a dangerous procedure for staff as it is difficult to locate the submerged outlet pipe due to excessive water depths (3 meters plus). As a result, mechanical means are

used often as it keeps staff away from the watercourse and reducing chances of injury. A new headwall and grate design is necessary to decrease the effort required for watercourse maintenance.

35



Little Lake Drainage Area Culvert Inlet Upgrades - Livingstone, North of Osprey Ridge



DesignCulverts 15,000 0 0 0 0 15,000 0 0 0 0 0 0 0 0

15,000 0 0 0 0 0 0 15,000 0 Year Total 0 0 0 0 0


Const - Year 1Culverts 0 0 0 0 0 75,000 0 0 0 75,000 0 0 0 0

0 0 0 0 0 0 0 75,000 0 Year Total 75,000 0 0 0 0

Project Description

Rationale

Upgrades to the Little Lake Drainage Area culvert Inlet located at Livingstone Street, approximately 100m North of Osprey Ridge Road.

The existing inlet to the culvert is prone to blockage during significant rainfall events due to the heavily wooded area adjacent to the creek upstream of the culvert. Upgrades to a parabolic type inlet grate would reduce the risk of blockage

causing flooding. Livingston Street is a Collector Road and as such, flooding of this roadway would likely create significant safety concerns and could cause an emergency management event.

36



Little Lake Sewage Pumping Station Upgrade




Sewers

30,000 0 30,000 0 0 0 0 0 0 14-16-2515-1652 0 0 0 0 0

30,000 0 0 0 30,000 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Upgrades to the Little Lake Sewage Pumping Station, including the installation of a new valve chamber and associated piping, instrumentation and safety devices.

The existing force main is currently being twinned as part of the Duckworth Street Interchange project; however the Little Lake Sewage Pumping Station has no means of switching the duty force main. The proposed project includes the

installation of a new valve chamber and associated piping, instrumentation and safety devices to facilitate the selection of the duty force main. This will enable maintenance serviceability, reduce service disruptions, and could also lead to a

reduction in emergency repairs resulting in an operational cost savings.

37



Lovers Creek New Bridge - Tollendal Mill, 150m West of Coxmill



DesignCulverts 225,000 0 0 0 146,250 78,750 0 0 0 0 0 0 0 0

DesignRoads 15,000 0 0 0 0 15,000 0 0 0 0 0 0 0 0


245,000 0 146,250 0 0 0 0 98,750 0 Year Total 0 0 0 0 0



0 0 19,500 0 0 0 0 10,500 0 Year Total 30,000 0 0 0 0


Const - Year 1Culverts 0 0 0 0 1,625,000 0 0 0 0 2,500,000 875,000 0 0 0

0 0 1,625,000 0 0 0 0 0 0 Year Total 2,500,000 875,000 0 0 0

Project Description

Rationale

Replacement of the existing Tollendal Mill Road culvert at Lovers Creek with a bridge structure to increase hydraulic capacity including road replacement, watercourse rehabilitation and a new watermain.

The existing Lovers Creek culverts under Tollendal Mill Road are in structurally poor condition. This set of large diameter culverts requires biennial inspection by a professional engineer as per the Ontario Structure Inspection Manual

(OSIM); as a result of the most recent inspection in June 2015, it was noted that the culvert barrels exhibited more severe invert deterioration and excessive deformations and that high velocity creek flows had compromised the stability of

the Lovers Creek channel. The consultant recommended that replacement work be completed as quickly as possible to ensure that the culvert structure was physically sound. This project is therefore proposed to be complete within 3

years, by 2018. Engineering staff have also identified that the culverts are hydraulically deficient so replacement with a bridge structure is required along with creek restoration when the existing culverts are removed. There is no

watermain on this section of Tollendal Mill Road and it should be installed as part of this project to reinforce the water distribution system in the area. Completion of the work is expected to improve stormwater conveyance capacity, and

will help to safeguard local road networks and private property from flood damage.

38



Mapleview Drive E - Huronia to Country Lane



Const - Year 2Roads 1,650,000 5,000 0 0 1,069,250 0 575,750 0 0 14-16-2510-1135 0 0 0 0 0


Sewers

1,485,000 16,800 293,640 0 1,174,560 0 0 0 0 14-16-2515-1135 0 0 0 0 0

Const - Year 2Storm Sewers 598,125 0 0 0 388,781 0 209,344 0 0 14-16-2520-1135 0 0 0 0 0

Const - Year 2Culverts 2,363,625 0 0 0 1,772,718 0 590,907 0 0 14-16-2521-1135 0 0 0 0 0

Const - Year 2Sidewalks 239,250 0 0 0 155,512 0 83,738 0 0 14-16-2525-1135 0 0 0 0 0

Const - Year 2Watermain 519,750 0 0 0 519,750 0 0 0 0 14-16-2535-1786 0 0 0 0 0

Const - Year 2Watermain 404,250 9,420 0 0 0 0 0 0 0 14-16-2535-1135 0 0 394,830 0 0

Const - Year 2Traffic Signals 132,000 20,000 0 0 72,800 0 39,200 0 0 14-16-2361-1135 0 0 0 0 0

Const - Year 2Streetlights 206,250 0 0 0 134,062 0 72,188 0 0 14-16-2363-1135 0 0 0 0 0

7,598,250 51,220 5,287,433 0 293,640 0 0 0 1,571,127 Year Total 0 0 394,830 0 0


Const - Year 3Roads 550,000 38,122 0 0 332,720 0 179,158 0 0 14-16-2510-1135 0 0 0 0 0


Sewers

495,000 2,500 98,500 0 394,000 0 0 0 0 14-16-2515-1135 0 0 0 0 0

Const - Year 3Storm Sewers 199,375 0 0 0 129,593 0 69,782 0 0 14-16-2520-1135 0 0 0 0 0

Const - Year 3Culverts 787,875 0 0 0 590,906 0 196,969 0 0 14-16-2521-1135 0 0 0 0 0

Const - Year 3Sidewalks 79,750 0 0 0 51,837 0 27,913 0 0 14-16-2525-1135 0 0 0 0 0

Const - Year 3Watermain 173,250 0 0 0 173,250 0 0 0 0 14-16-2535-1786 0 0 0 0 0


Const - Year 3Traffic Signals 44,000 0 0 0 28,600 0 15,400 0 0 14-16-2361-1135 0 0 0 0 0

Const - Year 3Streetlights 68,750 0 0 0 44,687 0 24,063 0 0 14-16-2363-1135 0 0 0 0 0

2,532,750 40,622 1,745,593 0 98,500 0 0 0 513,285 Year Total 0 0 134,750 0 0

Project Description

Rationale

Mapleview Drive East Improvements from Huronia Road to Country Lane including road expansion, new trunk sanitary sewers, new storm sewers, new transmission and local watermains, new sidewalks and bicycle paths, new Lover's

Creek crossing culverts, new streetlights and new traffic signals at Country Lane.

Mapleview Drive East from Huronia Road to Country Lane is currently experiencing capacity and level of service deficiencies including traffic capacity, pedestrian and bicycle transportation, lack of storm sewer, sanitary sewer, watermain

and street lights. There is requirement for a trunk sanitary sewer and a transmission watermain on this section of Mapleview Drive. The existing Lovers Creek crossing culvert is deficient in hydraulic capacity. The completion of this

proposed work will address these capacity and service deficiencies.

39



Mapleview Drive East - Country Lane to Yonge



PropertyRoads 315,000 0 0 0 267,750 47,250 0 0 0 14-16-2510-1589 0 0 0 0 0

315,000 0 267,750 0 0 0 0 47,250 0 Year Total 0 0 0 0 0


UtilitiesRoads 0 0 0 0 212,500 37,500 0 0 0 14-16-2510-1589 250,000 0 0 0 0

0 0 212,500 0 0 0 0 37,500 0 Year Total 250,000 0 0 0 0


Const - Year 1Roads 0 0 0 0 1,034,450 182,550 0 0 0 14-16-2510-1589 1,217,000 0 0 0 0


Sewers

0 0 269,500 0 0 0 0 0 220,500 14-16-2515-1589 490,000 0 0 0 0

Const - Year 1Watermain 0 0 0 0 1,035,000 0 0 0 0 14-16-2535-1589 1,035,000 0 0 0 0

0 0 2,069,450 0 269,500 0 220,500 182,550 0 Year Total 2,742,000 0 0 0 0


Const - Year 2Watermain 0 0 0 0 1,375,000 0 0 0 0 14-16-2535-1589 1,375,000 0 0 0 0


Sewers

0 0 481,800 0 0 0 0 0 394,200 14-16-2515-1589 876,000 0 0 0 0

Const - Year 2Roads 0 0 0 0 1,809,650 319,350 0 0 0 14-16-2510-1589 2,129,000 0 0 0 0

0 0 3,184,650 0 481,800 0 394,200 319,350 0 Year Total 4,380,000 0 0 0 0


Const - Year 3Roads 0 0 0 0 186,575 32,925 0 0 0 14-16-2510-1589 219,500 0 0 0 0


Sewers

0 0 49,500 0 0 0 0 0 40,500 14-16-2515-1589 90,000 0 0 0 0

Const - Year 3Watermain 0 0 0 0 137,000 0 0 0 0 14-16-2535-1589 137,000 0 0 0 0

0 0 323,575 0 49,500 0 40,500 32,925 0 Year Total 446,500 0 0 0 0

Project Description

Rationale

Widening of Mapleview Dr. E from Country Lane to Yonge to 5 lanes including: road widening and reconstruction; sanitary sewer and service installation; local storm sewer installation; water service installation; new transmission

watermain (750 from country Lane to Madeline, 600 from Madelaine to Yonge); multi-use asphalt trail on the north side; streetlight installation; and new traffic signal installation at Madelaine and at Dean.

Mapleview Drive East between Huronia Road and Country Lane is deficient with respect to traffic capacity, sidewalks, bicycle transportation, streetlights, domestic watermain and storm sewers. The Lover's Creek crossing is under sized

with respect to hydraulic capacity and requires replacement. There is a transmission watermain and a sanitary trunk sewer required on this section of Mapleview Drive East. The proposed work will increase traffic capacity and resolve

transportation and other servicing deficiencies, thereby allowing the City to provide the expected levels of service to the community while reducing risk associated with physically deteriorated and under-capacity roads and subsurface

infrastructure.

40



Memorial Square Park

Renewal1626 Eng0776Project # Intake Form # Project Type


Const - Year 1Parks/EP/OS 1,312,249 0 0 0 0 0 1,312,249 0 0 14-16-2351-1626 0 0 0 0 0

Const - Year 1Parks/EP/OS 1,312,249 0 0 0 0 0 0 0 1,312,249 14-16-2351-1626 0 0 0 0 0

Const - Year 1Parks/EP/OS 1,312,249 0 0 0 0 0 0 0 1,312,249 14-16-2351-1626 0 0 0 0 0

3,936,747 0 0 0 0 0 2,624,498 0 1,312,249 Year Total 0 0 0 0 0

Project Description

Rationale

Upgrade and redevelopment of Memorial Square Park, including installation of hard surfacing, planters, fountains, lighting, irrigation and event servicing; addition of artistic features; and relocation of the Cenotaph. This project is in

partnership with the BIA.

To revitalize the city centre and improve community involvement, in support of goals outlined in the 2010-2014 City Council Strategic Plan, the City developed a new design concept for Memorial Square. As per the cost-sharing

agreement outlined in Staff Report ENG022-13, the City committed to contributing one third toward total project costs, with the BIA contributing one third and fundraising the final third; City funding, and the construction phase, were to be

initiated once 80% of the fundraising monies had been pledged. This threshold was met in 2014, so construction can be scheduled in compliance with the partnership agreement. Redevelopment of the square is anticipated to attract

people downtown and raise the profile of the City Centre, by creating a new destination at an important linkage between downtown and waterfront areas.

41



Morrow Road - Ardagh to Patterson



Const - Year 1Roads 2,020,000 17,241 0 0 0 0 0 0 0 14-16-2510-1591 0 2,002,759 0 0 0


Sewers

360,000 0 0 0 0 0 0 0 360,000 14-16-2515-1591 0 0 0 0 0


Const - Year 1Culverts 630,000 9,884 0 0 0 620,116 0 0 0 14-16-2521-1591 0 0 0 0 0

3,700,000 27,125 0 0 0 0 360,000 620,116 0 Year Total 0 2,002,759 690,000 0 0


Const - Year 2Roads 180,000 0 0 0 0 180,000 0 0 0 14-16-2510-1591 0 0 0 0 0

180,000 0 0 0 0 0 0 180,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

A hybrid Right of Way reconstruction strategy for Morrow Road where the need to urbanize is acknowledged but not addressed to ensure effective use of all assets useful life. The project Includes pavement replacement, paved shoulders

in lieu of sidewalks, watermain replacement, sanitary sewer upgrading for a portion of the project limits, and a box culvert to upsize and replace the existing CSP culvert for Hotchkiss Creek crossing Morrow Road. Additional sanitary

sewer will be replaced to accommodate a new development on Essa Road.

The majority of existing Right of Way assets have reached the end of their useful lives. A hybrid Right of Way reconstruction strategy is recommended for Morrow Road to better align co-dependent infrastructure renewal activities with the

sub-surface infrastructure. This will ensure effective use of the sanitary sewer assets which are approximately halfway through their expected useful life. A portion of the sanitary sewer will be replaced for capacity upgrades as

recommended by the Wastewater Collection Master Plan. Hotchkiss Creek crosses Morrow Road near Fraser Court via culvert that is currently undersized. The project includes expansion to a 1500mm x 4000mm concrete box culvert as

recommended by the Hotchkiss Creek Master Plan as well as some minor channel works to facilitate the operations of the proposed culvert. Additional sanitary sewer will be replaced to accommodate a new development on Essa Road

to achieve construction cost efficiencies. This helps encourage development within the former City boundary.

42



Mulcaster Street Storm Outlet Replacement



Const - Year 1Storm Sewers 1,125,000 0 0 0 0 0 1,125,000 0 0 14-16-2520-1592 0 0 0 0 0

1,125,000 0 0 0 0 0 0 0 1,125,000 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of a failing storm outlet for the Mulcaster Street catchment area with increased capacity using a material that has a longer and more reliable life cycle.

The Mulcaster Street storm outlet has failed in terms of its physical condition and capacity. There are significant structural issues with this sewer. The outlet is corrugated steel pipe that is constantly underwater. The issue has been

monitored by Operations for some time. The City tried unsuccessfully to complete a CCTV inspection of the pipe last year. Mulcaster Street from Dunlop to Simcoe Street was reconstructed as part of the Simcoe Street reconstruction

project. The storm sewer from Dunlop to the bottom of the hill was constructed to convey 25-year flows. The outlet of these work was not completed at the same time as these works due the complexity of the project and approvals

involved. Numerous calls have been received from residents complaining about flooding on Simcoe St and run-off into Heritage Park. Operations has tried to decrease the numerous occurrences of flooding and displacement of

maintenance hole lids from the maintenance hole by installing perforated lids. This has helped keep the lids on but there is still frequent flooding of the roadway of over 0.3m in depth likely due to the fact that the outlet is approximately

80-90% blocked. The new storm outlet will help provide adequate drainage, reducing the risk of public safety concerns and property and environmental damage due to flooding.

43



Rodney Street ROW Replacement - Collingwood to Kempenfelt



Const - Year 1Roads 414,000 0 0 0 0 414,000 0 0 0 14-16-2510-1618 0 0 0 0 0


Sewers

54,000 0 54,000 0 0 0 0 0 0 14-16-2515-1618 0 0 0 0 0


Const - Year 1Storm Sewers 270,000 0 0 0 0 270,000 0 0 0 14-16-2520-1618 0 0 0 0 0

900,000 0 0 0 54,000 0 0 684,000 0 Year Total 0 0 162,000 0 0

Project Description

Rationale

Replacement of Rodney Street between Collingwood Street and Kempenfelt Drive including road, storm sewer, sanitary sewer replacement, new watermain, streetlighting and a new sidewalk from Blake Street north to Collingwood Street.

On Rodney Street between Blake Street and Kempenfelt Drive: the sanitary sewer recently had a catastrophic failure as the pipe was in very poor condition requiring total replacement. The storm sewer is under capacity and needs to be

upsized and the watermain is also undersized and needs to be replaced with a 150mm main. On Rodney Street between Blake Street and the stairway ending at Collingwood Street a sidewalk is required to provide a pedestrian link

between the stairway with the existing path along Kempenfelt Drive.

44



Sanitary Servicing - Royal Oak, Bay, Cottage



Const - Year 1Roads 550,000 0 0 0 0 0 550,000 0 0 14-16-2510-1385 0 0 0 0 0


Sewers

700,000 0 598,152 0 0 0 0 0 101,848 14-16-2515-1385 0 0 0 0 0

Const - Year 1Watermain 350,000 0 0 0 0 0 0 0 78,640 14-16-2535-1385 0 0 271,360 0 0


1,650,000 0 0 0 598,152 0 180,488 50,000 550,000 Year Total 0 0 271,360 0 0



Const - Year 2Storm Sewers 1,720,000 0 0 0 0 0 1,720,000 0 0 14-16-2520-1385 0 0 0 0 0

Const - Year 2Roads 3,496,000 0 0 0 0 0 3,496,000 0 0 14-16-2510-1385 0 0 0 0 0


Sewers

1,360,000 0 392,204 0 0 0 0 0 967,796 14-16-2515-1385 0 0 0 0 0


7,728,000 0 0 0 392,204 0 967,796 297,000 5,216,000 Year Total 0 0 855,000 0 0


Const - Year 3Roads 1,304,000 0 0 0 0 1,304,000 0 0 0 14-16-2510-1385 0 0 0 0 0



Sewers

340,000 0 120,787 0 0 0 0 0 219,213 14-16-2515-1385 0 0 0 0 0



Const - Year 3Streetlights 360,000 0 0 0 0 360,000 0 0 0 14-16-2363-1385 0 0 0 0 0

2,562,000 0 0 0 120,787 0 219,213 2,127,000 0 Year Total 0 0 95,000 0 0

Project Description

Rationale

Sanitary and water servicing for the Royal Oak Drive, Forestwood Lane, Lovers Court, Tollendal Mill Road, Bay Lane, and Cottage Lane Area; and, urbanization of Royal Oak Drive, Forestwood Lane and Lovers Court. The proposed

solution is urbanization of the area along with providing servicing. The project includes: road reconstruction; watermain replacement/new installation; sanitary sewer installation; streetlighting replacement/upgrade; sidewalk installation; and

storm sewer replacement/upgrade.

Sanitary servicing for the area is intended to reduce the phosphorus loading on Kempenfelt Bay from septic systems. The water servicing for Bay Lane will provide municipal water to an unserviced area, and provide better water

circulation to the Royal Oak Drive, Forestwood Lane and Lovers Court properties. The infrastructure within the road rights-of-way of Royal Oak Drive, Forestwood Lane and Lovers Court is at or beyond its life cycle and should be

replaced. The storm system within the Royal Oak Drive area is semi-urban and the sanitary servicing provides an opportunity to upgrade it to current city standards.

45



Sewer Rehabilitation Program



DesignSanitary

Sewers

15,000 0 15,000 0 0 0 0 0 0 0 0 0 0 0

15,000 0 0 0 15,000 0 0 0 0 Year Total 0 0 0 0 0



Sewers

0 0 300,000 0 0 0 0 0 0 300,000 0 0 0 0

0 0 0 0 300,000 0 0 0 0 Year Total 300,000 0 0 0 0

Project Description

Rationale

Rehabilitation of various sanitary sewers in a pilot program, utilizing trenchless technologies such as cured-in-place pipe lining, slip lining, and/or other approaches as appropriate.

Throughout the City there are many sanitary sewers, both mains and laterals, that require ongoing maintenance but not necessarily total replacement. A program of sanitary maintenance using trenchless technologies, such as lining, will

reduce capital costs over replacement by reducing road restoration requirements and will also reduce operational costs and staff time associated with repeated maintenance activities.

46



Sidewalk Infill Program



DesignSidewalks 67,500 0 0 0 64,125 3,375 0 0 0 0 0 0 0 0

67,500 0 64,125 0 0 0 0 3,375 0 Year Total 0 0 0 0 0


DesignSidewalks 0 0 0 0 64,125 3,375 0 0 0 67,500 0 0 0 0

Const - Year 1Sidewalks 0 0 0 0 790,875 41,625 0 0 0 832,500 0 0 0 0

0 0 855,000 0 0 0 0 45,000 0 Year Total 900,000 0 0 0 0




0 0 855,000 0 0 0 0 45,000 0 Year Total 900,000 0 0 0 0




0 0 855,000 0 0 0 0 45,000 0 Year Total 900,000 0 0 0 0




0 0 855,000 0 0 0 0 45,000 0 Year Total 900,000 0 0 0 0

Project Description

Rationale

This program will include construction of sidewalks to eliminate mid-block sidewalk terminations, increase sidewalk connectivity by eliminating sidewalk dead ends, and install sidewalks in locations that are not serviced to meet City

service standards. Locations will be identified in accordance with the Council approved Infill Sidewalk Policy.

Sidewalks are an integral part of the community and allow people of all abilities to safely traverse the Right of Way. Under the Accessibility for Ontarians with Disabilities Act, specifically the Integrated Accessibility Standards Regulation

(Ontario Regulation 191/11), municipalities are required to improve accessibility in both new and existing areas as of January 1st, 2015. The secondary significant benefit of this program is that these projects are relatively low cost allowing

numerous projects throughout the City to be completed on a yearly basis. The infill program will also generate operational efficiencies in snow removal, and will reduce public health and safety risks by providing well-connected active

transportation networks.

47



Sophia Creek Culvert Expansion - Grove, 30m East of Davidson



DesignCulverts 84,000 0 0 0 21,000 63,000 0 0 0 0 0 0 0 0

DesignSanitary

Sewers

1,000 0 1,000 0 0 0 0 0 0 0 0 0 0 0

85,000 0 21,000 0 1,000 0 0 63,000 0 Year Total 0 0 0 0 0



Sewers

0 0 20,000 0 0 0 0 0 0 20,000 0 0 0 0

Const - Year 1Culverts 0 0 0 0 250,000 0 0 0 0 1,000,000 750,000 0 0 0

0 0 250,000 0 20,000 0 0 0 0 Year Total 1,020,000 750,000 0 0 0

Project Description

Rationale

Replacement and expansion of the Sophia Creek Culvert on Grove Street, approximately 30m East of Davidson Street. The project includes localized sanitary sewer replacement and road reinstatement.

The existing Sophia Creek culvert is at the end of its useful life. This large diameter culvert requires biennial inspection by a professional engineer as per the Ontario Structure Inspection Manual (OSIM), and due to its age and poor

condition has been inspected annually to ensure accurate information is available. As a result of the most recent inspection in June 2015, it was noted that the culvert barrels exhibited even more severe invert deterioration and excessive

deformations than were evident in 2014, and the consultant recommended that replacement work be advanced from the originally proposed 1-5 year timeline. The revised timeline will now see construction complete in 2017 instead of

2019. The Sophia Creek Master Plans (MP) also indicate that this culvert's capacity should be increased to accommodate the 100 Year Flood Event. Failure to complete this work within the suggested timeframe poses a substantial risk of

flooding, property damage, and public safety concerns to the City. The sanitary sewer segment that crosses the culvert is recommended for replacement due to physical mortality and the possibility of damage as a result of culvert

construction activities.

48



Sophia Creek Minor Drainage Improvements - Howard and Lay



DesignRoads 3,000 0 0 0 0 3,000 0 0 0 0 0 0 0 0

DesignCulverts 38,000 0 0 0 0 38,000 0 0 0 0 0 0 0 0



DesignWatercourses 3,000 0 0 0 0 3,000 0 0 0 0 0 0 0 0

51,000 0 0 0 0 0 0 51,000 0 Year Total 0 0 0 0 0


Const - Year 1Roads 0 0 0 0 0 22,000 0 0 0 22,000 0 0 0 0

Const - Year 1Culverts 0 0 0 0 0 333,000 0 0 0 333,000 0 0 0 0

Const - Year 1Storm Sewers 0 0 0 0 0 35,000 0 0 0 35,000 0 0 0 0

Const - Year 1Sidewalks 0 0 0 0 0 26,000 0 0 0 26,000 0 0 0 0

Const - Year 1Watercourses 0 0 0 0 0 23,000 0 0 0 23,000 0 0 0 0

0 0 0 0 0 0 0 439,000 0 Year Total 439,000 0 0 0 0

Project Description

Rationale

Replacement of the Howard Crescent road crossing culvert, headwall and storm grate; Lay Street culvert outlet, headwall and associated inlet grates; channel works for Sophia Creek; and road and sidewalk restoration. Construction of a

new sidewalk on the east side of Lay Street from Highview Road to Grove Street.

During minor storm events Howard Crescent and Lay Street experience flooding resulting in property damage. Climate change has increased the frequency and severity of the flooding events. The proposed interim solution is as follows:

1. Tree stump removal from the channel between Duckworth and Howard, and channel stabilization for approximately 15 m upstream of the Howard Crossing;

2. Howard Crescent culvert replacement with inlet and grate improvement;

3. Lay Street culvert inlet and grate improvements; 4. Addition of boulevard Beehive and catchbasin inlets at Howard Crescent and Lay Street; 5. Road and boulevard grading modifications including lowering of Lay Street west side

sidewalk and constructing sidewalk on the east side of the road; and 6. Modification of Lay Street culvert outlet to provide additional channel area with a shortened culvert and construction of a new channel. The solution is intended to

reduce the frequency of nuisance flooding that is damaging private property, and address public safety concerns and erosion issues in the immediate term. The Sophia Creek Master Drainage Plan update is scheduled to be complete in

2016, which will identify ultimate drainage improvements required for this area; additional future work to address capacity and climate change related drainage concerns is anticipated once the results of this study have been finalized.

49



Sunnidale Road New Transmission Watermain - Letitia to Wellington



DesignWatermain 150,000 0 0 0 37,500 0 0 0 0 14-16-2535-0569 0 0 112,500 0 0

150,000 0 37,500 0 0 0 0 0 0 Year Total 0 0 112,500 0 0

Project Description

Rationale

Installation of a new transmission watermain to join the existing 500mm diameter watermain sections at Wellington Street and at Letitia Street, crossing Highway 400.

The new transmission watermain will provide security of supply to and from the Sunnidale Road reservoir as it will interconnect the existing transmission watermains at Sunnidale Road and Wellington Street and Sunnidale Road and

Letitia Street.

50



Tiffin Street ROW Expansion - Hwy 400 Underpass



Const - Year 2Roads 1,500,000 0 0 0 975,000 0 525,000 0 0 14-16-2510-1606 0 0 0 0 0

1,500,000 0 975,000 0 0 0 0 0 525,000 Year Total 0 0 0 0 0


Const - Year 3Roads 2,700,000 0 0 0 1,755,000 0 945,000 0 0 14-16-2510-1606 0 0 0 0 0

2,700,000 0 1,755,000 0 0 0 0 0 945,000 Year Total 0 0 0 0 0

Project Description

Rationale

Expansion of Tiffin Street Right of Way to five lane cross-section with bike lanes within the Highway 400 Underpass limits through a cost sharing agreement with the Ministry of Transportation. A watermain casing will be included in these

works to allow for the future extension of a transmission watermain along Tiffin Street.

The existing Tiffin Street Right of Way is recommended for expansion prior to 2031 through the Multi-Modal Active Transportation Master Plan. In 2013, the MTO informed the City of its desire to replace the Tiffin Street / Highway 400

overpass. Significant cost efficiencies were identified if the City was able to implement the recommendation for expansion as part of the work that MTO proposed, and Staff Report ENGO11-14 was presented to Council to seek approval

to enter into a cost sharing agreement with MTO. Council Motion 14-G-181 provides the approval to enter into a cost sharing agreement with MTO for the additional width under the bridge.

51



Tiffin Street Streetlight Installation - Ferndale to Dyments




Const - Year 1Streetlights 175,000 11,372 0 0 0 163,628 0 0 0 0 0 0 0 0

195,000 11,372 0 0 0 0 0 183,628 0 Year Total 0 0 0 0 0

Project Description

Rationale

Expansion of streetlight system on Tiffin Street between Ferndale Drive and Dyments Road. The project includes the installation of new streetlight poles, LED fixtures, underground conduit and associated power supply requirements.

Development Agreement funding is as follows: $4,841.62 (01-02-0136-9132), $525 (01-02-0138-9170), $1,617.70 (01-02-0138-9175), $1,288.68 (01-02-0138-9176), $162.55 (01-02-0138-9177), $568.89 (01-02-0138-9178), $528

(01-02-0138-9180) and $1,840 (01-02-0138-9183).

Tiffin Street connects the major arterial of Ferndale Drive to a busy collector in Dyments which crosses under Highway 400. In data collection and mapping of GIS assets, Tiffin Street was identified as having sub standard illumination as it

is an older system. The stretch of Tiffin Street proposed for lighting installation has limited to no streetlighting. The current city standard is to design and illuminate the road to IES RP-8 standard for roadway lighting. Staff have received

several complaints that this stretch of road is under lit as compared to other similar roadways. New illumination is required to bring the roadway to current standard illumination levels on top of the recent LED retrofit.

52



Vancouver Street Culvert and Drainage Outlet Replacement - Kempenfelt Drive to Kempenfelt Bay



Const - Year 1Storm Sewers 450,000 0 0 0 0 450,000 0 0 0 0 0 0 0 0

450,000 0 0 0 0 0 0 450,000 0 Year Total 0 0 0 0 0


Const - Year 2Culverts 50,000 0 0 0 0 50,000 0 0 0 0 0 0 0 0

50,000 0 0 0 0 0 0 50,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Culvert and drainage outlet replacement under the North Shore Trail located at Vancouver Street and Kempenfelt Drive. An existing CSP culvert will also be removed and slope stabilization provided.

Given the age and failed condition of storm infrastructure, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend the existing

remaining life of current assets. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as physical

condition continues to deteriorate and probability of failure becomes greater. To ensure adequate drainage capacity at the outlet, the existing storm culvert should be replaced beneath the North Shore Trail. The current structure is

undersized and does not provide adequate drainage for the area; the new culvert and outlet should be designed to accommodate the Hazel Regional Storm in alignment with updated stormwater policies. Full slope stabilization and shore

restoration works will be reinstated downstream of the culvert, in accordance with Lake Simcoe Region Conservation Authority guidelines and Lake Simcoe Protection Plan policies regarding prevention of shoreline erosion and

conservation of riparian and aquatic habitats. This will help protect the structural integrity of storm culvert components, improve quality of stormwater runoff, and preserve important natural features along the shore. The proposed project

will also include repair of the damaged sections of the North Shore Trail. Completion of this work will reduce the risk of personal injury and property damage due to flooding, minimize the environmental impact of stormwater discharge to

plant and animal communities along the shoreline, and repair a portion of the City's popular recreational North Shore Trail to community use. Failure to replace the culvert will increase the risk borne by the City, and will diminish the City's

ability to provide expected levels of service on recreational trails.

53



Water Service and Backflow Prevention Upgrades for Parks and Open Spaces




225,000 0 0 0 0 0 0 0 0 Year Total 0 0 225,000 0 0



195,000 0 0 0 0 0 0 0 0 Year Total 0 0 195,000 0 0



195,000 0 0 0 0 0 0 0 0 Year Total 0 0 195,000 0 0



195,000 0 0 0 0 0 0 0 0 Year Total 0 0 195,000 0 0

Project Description

Rationale

Installation of backflow prevention devices and water meters for Parks and Open Spaces to reduce the risk of water distribution system contamination and to improve water consumption/usage data.

Water services for many Parks and Open Spaces pose a potential risk for contamination of the drinking water system due to the lack of backflow prevention devices and/or the improper installation of devices. The City’s Backflow

Prevention By-law 2010-102 (as amended) requires the City to upgrade these Parks and Open Spaces water service connections to comply with this municipal standard and ensure the protection of the municipal drinking water system

from potential cross connections. Additionally, over 90% of all Parks and Open Spaces water services are un-metered resulting in a large quantity of water that is un-accounted for. This lack of metering significantly impacts the ability to

accurately calculate water loss values and subsequently the leakage index for the water distribution system.

54



Watermain Cathodic Protection Program




40,000 0 0 0 0 0 0 0 0 Year Total 0 0 40,000 0 0




0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0




0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0




0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0




0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0

Project Description

Rationale

Installation of watermain Cathodic protection on existing ductile iron watermain. The anodes will be connected to ductile iron watermains by insulated copper wires; the anodes will corrode, rather than the watermain to which they are

attached, thereby extending the life of the watermain.

Ductile iron watermains are more prone to corrosion than other, non-ferrous pipes. This results in damage to the pipe surface, including pitting, scaling, and other depressions, which eventually leads to cracks, holes and other physical

failures. Such damage substantially truncates the maximum potential life of DI mains, resulting in increased operational and emergency costs, service disruption or failure, and increased risk to the City. Cast Iron pipes, similarly prone to

corrosion-related failure, can also be protected via Cathodic protection; it is not intended that these assets will receive such treatment, as it is likely that the City will remove/replace them before a return on investment for Cathodic

protection is realized. The City of Barrie implemented Cathodic Protection work in 2007 and 2008, and has continued to perform such activities in 2013, 2014 and 2015. This program is intended to apply Cathodic protection to all ductile

iron mains that are not otherwise proposed for replacement in other capital projects, and that fall within the recommended age (40 years or younger) to maximize the impact of Cathodic protection; it is anticipated that this work will be

completed over a ten year period.

55



Wildflower Court Storm Sewer Expansion - Ardagh to End




PropertyStorm Sewers 34,500 0 0 0 0 34,500 0 0 0 0 0 0 0 0

49,500 0 0 0 0 0 0 49,500 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of a new storm sewer extension at Wildflower Court to the south to resolve a drainage issue.

There is a flooding problem at the south end of Wildflower Court where overland flow from City EP lands are regularly flooding private property. An extension of the existing storm sewer, on an easement to be obtained from the School

Board, will be required to solve the ongoing drainage issue. This will reduce the risk of flooding in the area, minimizing property and environmental damage.

56



WwTF New Heat Exchanger - Primary Digester 3



Const - Year 1WwTF 1,592,000 0 0 0 1,592,000 0 0 0 0 0 0 0 0 0

1,592,000 0 1,592,000 0 0 0 0 0 0 Year Total 0 0 0 0 0


Const - Year 2WwTF 199,000 0 0 0 199,000 0 0 0 0 0 0 0 0 0

199,000 0 199,000 0 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of a new heat exchanger at the Wastewater Treatment Facility to sustain biological activity required at Primary Digester #3 during the winter months.

The Wastewater Treatment Facility has experienced significant issues during the 2012/2013 and 2013/2014 winters to provide adequate heat to Primary Digester #3 due to insufficient heat exchanging capacity. Heat is vital to the

biological digestion process. The additional heat capacity will ensure a stable temperature range of 35-37°C to support biological growth, ensure compliance with the City's Environmental Compliance Approval, reduce operational cost, and

reduce the risk of process failure.

57



WwTF New Hot Water Balancing - Primary Digester 3



Const - Year 1WwTF 31,800 0 0 0 31,800 0 0 0 0 0 0 0 0 0

31,800 0 31,800 0 0 0 0 0 0 Year Total 0 0 0 0 0


Const - Year 2WwTF 2,650 0 0 0 2,650 0 0 0 0 0 0 0 0 0

2,650 0 2,650 0 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of a new hot water balancing unit at the Wastewater Treatment Facility to sustain biological activity required at Primary Digester #3 during the winter months.

The Wastewater Treatment Facility has experienced significant issues during the 2012/2013 and 2013/2014 winters to provide adequate heat to Primary Digester #3 due to insufficient heat capacity. Heat is vital to the biological digestion

process. The new hot water balancing unit will ensure a stable temperature range of 35-37°C to support biological growth, ensure compliance with the City's Environmental Compliance Approval, reduce operational cost, and reduce the

risk of process failure.

58



WwTF Secondary Clarifier Alum System Upgrade



DesignWwTF 283,910 0 184,542 0 99,368 0 0 0 0 0 0 0 0 0

283,910 0 99,368 0 184,542 0 0 0 0 Year Total 0 0 0 0 0


Const - Year 1WwTF 0 0 0 0 529,965 0 0 0 0 1,514,188 0 0 984,223 0

0 0 529,965 0 0 0 0 0 0 Year Total 1,514,188 0 0 984,223 0


Const - Year 2WwTF 0 0 0 0 33,122 0 0 0 0 94,636 0 0 61,514 0

0 0 33,122 0 0 0 0 0 0 Year Total 94,636 0 0 61,514 0

Project Description

Rationale

Construction of new alum (chemical) storage and injection points at the Wastewater Treatment Facility, including six metering pumps, four transfer pumps and two day tanks.

The WwTF relies on alum dosing in order to maximize solids removal. The dosing points are critical to process success. Through an optimization pilot test it was observed that dosing the alum upstream of the Secondary Clarifiers

provided a more stable process and significantly reduced the amount of alum required, which in turn reduced costs by approximately 20% for alum. Preventing process upset is critical to process stability and ECA compliance. Due to

recent process upsets, this chemical point injection modification has been identified by the WwTF optimization group as very important.

59



WwTF Selector Tank Mixer Upgrade



Const - Year 1WwTF 404,000 0 0 0 404,000 0 0 0 0 14-16-2515-1655 0 0 0 0 0

404,000 0 404,000 0 0 0 0 0 0 Year Total 0 0 0 0 0


Const - Year 2WwTF 50,500 0 0 0 50,500 0 0 0 0 14-16-2515-1655 0 0 0 0 0

50,500 0 50,500 0 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Upgrade of the mixers in all 3 cells of the selector tank at the Wastewater Treatment Facility to increase the capacity and allow the selector tank to be put back into service.

The existing mixers in the selector tank have insufficient capacity to effectively operate the selector tank. The selector tank is currently out of service due to the insufficient capacity. The selector tank is a zone where influent wastewater

and return activated sludge mix prior to entering the UNOX / aeration tanks. This process greatly reduces filamentous bacteria causing foam in the digesters and secondary clarifiers which eliminates the need for antifoaming chemicals.

The use of the selector tank also optimizes the digester performance which increases the production of biogas which then in turn reduces WwTF utility costs due to the ability to produce power and heat for internal plant use. Additionally,

the ability of the selector tank to control flow through the facility results in optimized performance and improved flexibility for maintenance requirements. Upgrade of the mixers is anticipated to resolve these identified issues.

60


Development Services

Mapleview Drive East New Sanitary Sewer and Watermain - 419 and 423 Mapleview




Sewers

40,000 0 40,000 0 0 0 0 0 0 14-16-2515-1766 0 0 0 0 0

40,000 0 0 0 40,000 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of new sanitary sewer and watermain to service properties located at 419 and 423 Mapleview Drive East.

The two properties on Mapleview Drive East are currently served by private well and septic systems. Initial plans to provide municipal servicing to these properties in 2017-2018, as part of the reconstruction of Mapleview Drive between

Country Lane and Yonge Street, carry a cost of approximately $133,000.00. The alternative provided by partnering with a developer to provide this servicing substantially reduces the required scope of work and cost by re-routing the

servicing through the LJ Mapleview Subdivision, along Gwendolyn Street to Stunden Lane, at an estimated cost of $40,000.00. The City has entered into an agreement to reimburse the developer for this work, and as part of the

agreement the funds are expected to be paid out in 2016.

61


Infrastructure Planning

Bayview Drive ROW Expansion - Little to Big Bay Point



EA – Year 2Roads 50,000 0 0 0 32,500 17,500 0 0 0 14-16-2320-1719 0 0 0 0 0

50,000 0 32,500 0 0 0 0 17,500 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 252,192 135,796 0 0 0 387,988 0 0 0 0

0 0 252,192 0 0 0 0 135,796 0 Year Total 387,988 0 0 0 0


DesignRoads 0 0 0 0 196,877 106,011 0 0 0 302,888 0 0 0 0

0 0 196,877 0 0 0 0 106,011 0 Year Total 302,888 0 0 0 0


UtilitiesRoads 0 0 0 0 787,507 424,043 0 0 0 1,211,550 0 0 0 0

0 0 787,507 0 0 0 0 424,043 0 Year Total 1,211,550 0 0 0 0


Const - Year 1Roads 0 11,272 0 0 2,459,276 0 0 0 0 3,794,775 1,324,227 0 0 0

0 11,272 2,459,276 0 0 0 0 0 0 Year Total 3,794,775 1,324,227 0 0 0

Project Description

Rationale

Expansion of the Bayview Drive right of way, including replacement of a distribution watermain with a transmission main; reconstruction and urbanization of the road, with the addition of a two way left turn lane, bike lanes, and sidewalk;

installation of storm drainage; and two watercourse crossings over Whiskey Creek.

Bayview Drive is a rural road in poor condition, and an undersized watermain and anticipated traffic volume increases associated with Phase 1 development of the annexation lands have resulted in a need to address capacity issues. A

need to upgrade the existing transmission watermain was identified in the Water Storage and Distribution Master Plan, with the Bayview main comprising a critical link in the network to service development in the annexed lands.

Transportation improvements are based on the preferred alternative outlined in the Multi-Modal Active Transportation Master Plan, and will contribute to the creation of an efficient transportation network throughout the City and increased

safety for pedestrians and cyclists. Both Master Plans have been adopted by Council as responsible guidelines for growth.

62



Bell Farm Road ROW Expansion - St. Vincent to Duckworth



EA – Year 1Roads 83,000 0 0 0 53,950 29,050 0 0 0 0 0 0 0 0

83,000 0 53,950 0 0 0 0 29,050 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 89,700 48,300 0 0 0 138,000 0 0 0 0


0 0 89,700 0 0 0 0 48,300 0 Year Total 144,000 0 6,000 0 0


PropertyRoads 0 0 0 0 152,100 81,900 0 0 0 234,000 0 0 0 0

0 0 152,100 0 0 0 0 81,900 0 Year Total 234,000 0 0 0 0


UtilitiesRoads 0 0 0 0 281,450 151,550 0 0 0 433,000 0 0 0 0

0 0 281,450 0 0 0 0 151,550 0 Year Total 433,000 0 0 0 0


Const - Year 1Roads 0 83,662 0 0 1,064,269 0 0 0 0 1,721,000 573,069 0 0 0


0 83,662 1,064,269 0 0 0 0 0 0 Year Total 1,793,000 573,069 72,000 0 0

Project Description

Rationale

Urbanization / widening of Bell Farm Road, including pavement reconstruction, watermain Cathodic protection, storm sewer installation, local drainage improvement, sidewalk installation, intersection traffic control device replacement, and

streetlighting replacement / upgrading.

Bell Farm Road has a semi-rural cross-section, and is two lanes along most of its length. The road surface is in very poor condition, and although there are paved shoulders the road lacks sidewalks. This presents a safety concern, as Bell

Farm is a busy road connecting the arterial Duckworth and St. Vincent Streets; due to the proximity of Georgian College, presence of Barrie Transit bus stops, and a health clinic along the street, there is a high volume of pedestrian traffic

forced to use road shoulders for travel. The road also serves as a primary travel route for emergency vehicles from Fire Station #2, and City Operations staff has noted extensive drainage issues as well as traffic control concerns along

the Right of Way, in particular near the St. Vincent intersection. The Multi-Modal Active Transportation Master Plan has identified a need for an additional lane by 2031 to address capacity issues due to the City’s growth. Widening and

reconstruction of the road, with sidewalks and increased drainage capacity, will address critical physical mortality and capacity needs. Since sanitary sewers and watermains are in fair condition, the proposed solution includes Cathodic

protection of mains to extend their life, and align with the expected design life of the road. Full reconstruction of the Right of Way can therefore be postponed to achieve cost savings, while improving levels of service and safety to drivers

and pedestrians and reducing risk to the City. Failure to complete the proposed work will result in continuing safety and service concerns, and require ongoing operational expense to react to localized flooding.

63



Big Bay Point Road ROW Expansion - Bayview to Huronia



EA – Year 2Roads 75,000 0 0 0 48,750 26,250 0 0 0 14-16-2320-1696 0 0 0 0 0

75,000 0 48,750 0 0 0 0 26,250 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 195,436 105,235 0 0 0 300,671 0 0 0 0

0 0 195,436 0 0 0 0 105,235 0 Year Total 300,671 0 0 0 0


DesignRoads 0 0 0 0 195,436 105,235 0 0 0 300,671 0 0 0 0

0 0 195,436 0 0 0 0 105,235 0 Year Total 300,671 0 0 0 0


PropertyRoads 0 0 0 0 2,386,759 1,285,178 0 0 0 3,671,937 0 0 0 0

0 0 2,386,759 0 0 0 0 1,285,178 0 Year Total 3,671,937 0 0 0 0


UtilitiesRoads 0 23,518 0 0 766,458 412,709 0 0 0 1,202,685 0 0 0 0

0 23,518 766,458 0 0 0 0 412,709 0 Year Total 1,202,685 0 0 0 0

Project Description

Rationale

Expansion of Big Bay Point Road, including widening of the road from two lanes to six lanes and a two-way left turn lane; sidewalk installation; buffered bike lane installation; storm drainage replacement; and streetlight

replacement/installation.

Big Bay Point Road to the east of Highway 400 is a two lane right of way that does not currently meet capacity demands; construction of the proposed Harvie/Big Bay Point Overpass/Interchange will increase traffic congestion and

exacerbate existing capacity shortfalls along this link to the wider road section at the Huronia Road intersection. The Multi-Modal Active Transportation Master Plan identified the need to widen this road segment as a way to alleviate traffic

congestion both now and in future, as planned growth increases demand for intra-City travel. Inclusion of sidewalks and bike lanes will expand opportunities for active transportation as links are formed between major thoroughfares.

64



Dock Road Park Expansion - Parts 1 and 2



Const - Year 1Parks/EP/OS 45,000 0 0 0 40,500 4,500 0 0 0 0 0 0 0 0


654,000 0 588,600 0 0 0 0 65,400 0 Year Total 0 0 0 0 0

Project Description

Rationale

Development of Dock Road Park which will include the following major elements: Beach Access, Pathway Development, Restoration and Removal of a Private Drive Access (Santos), Parking Lot, Playground and Site Servicing.

The developer is completing the site preparation, park grading and delivery of topsoil sufficient to construct the park in 2015 as part of their requirements for assumption of the subdivision. The park will be ready for construction in 2016 as

a result of this work, which will provide expected levels of service for park and recreation opportunities in the neighbourhood.

65



Essa Road New Watermain and Road Expansion - Coughlin to Mapleview

Growth315Project # Intake Form # Project Type


EA – Year 1Roads 90,000 0 0 0 58,500 31,500 0 0 0 0 0 0 0 0

90,000 0 58,500 0 0 0 0 31,500 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 148,469 79,945 0 0 0 228,414 0 0 0 0


0 0 148,469 0 0 0 0 79,945 0 Year Total 236,779 0 8,365 0 0


DesignRoads 0 0 0 0 148,469 79,945 0 0 0 228,414 0 0 0 0

0 0 148,469 0 0 0 0 79,945 0 Year Total 228,414 0 0 0 0


UtilitiesRoads 0 0 0 0 593,877 319,780 0 0 0 913,657 0 0 0 0

0 0 593,877 0 0 0 0 319,780 0 Year Total 913,657 0 0 0 0


Const - Year 1Roads 0 0 0 0 1,484,692 799,451 0 0 0 2,284,143 0 0 0 0


0 0 1,484,692 0 0 0 0 799,451 0 Year Total 2,416,132 0 131,989 0 0

Project Description

Rationale

Essa Road will be reconstructed from Coughlin to Mapleview Drive to up to five lanes pending the completion of the phase 3 and 4 Class EA, including curbs/gutters, sidewalks, buffered bike lanes (or multi-use path for consistency) and

storm sewers.

Existing traffic demands on Essa Road are approaching the capacity threshold under current conditions. The growth in the Annexed Lands and planned intensification on Essa Road (i.e. apartments proposed at Mapleton and Essa) as

well as recent development applications (significant trip generator) for the undeveloped land on the NE corner of Essa and Mapleview will put additional capacity strain on this roadway. Not addressing the planned growth will result in

significant traffic delays, congestion and negative media coverage due to expected levels of service not being met, which may impact the attractiveness to businesses/residents seeking to relocate to the City.

66



Harvie Road ROW Expansion - Essa to Veterans



EA – Year 1Roads 57,000 0 0 0 37,050 19,950 0 0 0 0 0 0 0 0

57,000 0 37,050 0 0 0 0 19,950 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 111,800 60,200 0 0 0 172,000 0 0 0 0

0 0 111,800 0 0 0 0 60,200 0 Year Total 172,000 0 0 0 0


PropertyRoads 0 0 0 0 154,700 83,300 0 0 0 238,000 0 0 0 0

0 0 154,700 0 0 0 0 83,300 0 Year Total 238,000 0 0 0 0


UtilitiesRoads 0 45,287 0 0 194,163 104,550 0 0 0 344,000 0 0 0 0

0 45,287 194,163 0 0 0 0 104,550 0 Year Total 344,000 0 0 0 0


Const - Year 1Roads 0 0 0 0 1,157,000 623,000 0 0 0 1,780,000 0 0 0 0

0 0 1,157,000 0 0 0 0 623,000 0 Year Total 1,780,000 0 0 0 0

Project Description

Rationale

Urbanization of existing rural Harvie Road, including expansion to three lanes with buffered bike lanes from Essa Road to Veterans Drive.

The Essa and Mapleview interchanges operate at a poor level of service resulting in unnecessary delays. As the south end of the City grows these problems will increase. Increases in traffic volumes resulting from growth in in the south

end of Barrie provide additional justification for increasing the number of lanes and urbanizing Harvie Road. This project is required to support additional traffic volumes anticipated due to the completion of the new Highway 400 crossing at

Harvie and Big Bay Point Roads.

67



Harvie Road ROW Expansion - Veterans to Bryne



EA – Year 1Roads 148,000 0 0 0 96,200 51,800 0 0 0 0 0 0 0 0

148,000 0 96,200 0 0 0 0 51,800 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 288,600 155,400 0 0 0 444,000 0 0 0 0

0 0 288,600 0 0 0 0 155,400 0 Year Total 444,000 0 0 0 0


PropertyRoads 0 0 0 0 1,255,150 675,850 0 0 0 1,931,000 0 0 0 0

0 0 1,255,150 0 0 0 0 675,850 0 Year Total 1,931,000 0 0 0 0


UtilitiesRoads 0 20,000 0 0 564,200 303,800 0 0 0 888,000 0 0 0 0

0 20,000 564,200 0 0 0 0 303,800 0 Year Total 888,000 0 0 0 0


Const - Year 1Roads 0 87,360 0 0 1,542,866 830,774 0 0 0 2,461,000 0 0 0 0

0 87,360 1,542,866 0 0 0 0 830,774 0 Year Total 2,461,000 0 0 0 0

Project Description

Rationale

Urbanization of existing rural Harvie Road, including expansion to five lanes with buffered bike lanes from Veterans Drive to Bryne Drive.

The Essa and Mapleview interchanges operate at a poor level of service resulting in unnecessary delays. As the south end of the City grows these problems will increase. Increases in traffic volumes resulting from growth in in the south

end of Barrie provide additional justification for increasing the number of lanes and urbanizing Harvie Road. This project is further required to support additional traffic volumes anticipated due to the completion of the new Highway 400

crossing at Harvie and Big Bay Point Roads.

68



Heritage Park Splash Pad Rehabilitation



DesignParks/EP/OS 40,000 0 0 0 0 40,000 0 0 0 0 0 0 0 0

40,000 0 0 0 0 0 0 40,000 0 Year Total 0 0 0 0 0


Const - Year 1Parks/EP/OS 0 0 0 0 0 275,000 0 0 0 275,000 0 0 0 0

0 0 0 0 0 0 0 275,000 0 Year Total 275,000 0 0 0 0


Const - Year 2Parks/EP/OS 0 0 0 0 0 125,000 0 0 0 125,000 0 0 0 0

0 0 0 0 0 0 0 125,000 0 Year Total 125,000 0 0 0 0

Project Description

Rationale

Redesign and reconstruction of the existing splash pad in Heritage Park to replace surface materials and piping along with additional measures to reduce water consumption.

The concrete surface is original (1989) and the asset is in poor condition. It shows signs of deterioration throughout the large areas of the surface, including with cracks and uneven pavement surfaces, and the concrete surface is slippery

when wet. The City is maintaining a high risk environment and potential liability with the users all predominantly children. Water feature components are no longer water efficient and require modernization. Utilization is as high as several

hundred children per day. Over the past few years, we are experiencing an increasing volume of complaints regarding the slippery/dangerous surface from upset parents that had a child hurt while using the splash pad. Reconstruction of

the splash pad will provide the community with the expected levels of service for this popular recreational activity, and will reduce the risk to public health and safety.

69



Heritage Trail Sign Expansion - Waterfront



Const - Year 1Trails 194,500 0 0 0 0 194,500 0 0 0 14-16-2351-1661 0 0 0 0 0

194,500 0 0 0 0 0 0 194,500 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of additional lay-by trail stations, incorporating interactive codes and other social media applications, to augment existing conventional, static, text-based signage along the waterfront Heritage Trail that outlines the history of

Barrie.

The City maintains an existing plaque program along the waterfront, providing historical information about industry, culture, and significant persons of Barrie. These text-based signs do not assist persons with disabilities in enjoying the trail

system or support alternative opportunities for self-guided tours, making the waterfront experience less inclusive of the whole community. Leveraging internet and wireless technologies, lay-by stations incorporating codes and other mobile

applications will allow all trail users a variety of methods to receive, interpret and explore topics outlined on sign panels. This expansion will provide a higher level of service to the community both directly and indirectly; trail users will have

immediate access to more in-depth information on demand, while City staff will be better able to identify and support community needs through surveys and interactive web media use.

70



Infrastructure Master Plans / DC Technical Studies Update



Capital PurchasesRoads 100,000 0 0 0 100,000 0 0 0 0 0 0 0 0 0

100,000 0 100,000 0 0 0 0 0 0 Year Total 0 0 0 0 0


Capital PurchasesSanitary

Sewers

50,000 0 31,000 0 19,000 0 0 0 0 0 0 0 0 0

Capital PurchasesStorm Sewers 400,000 0 0 0 400,000 0 0 0 0 0 0 0 0 0


Sewers

175,000 0 17,500 0 157,500 0 0 0 0 0 0 0 0 0


Sewers

200,000 0 0 0 200,000 0 0 0 0 0 0 0 0 0

Capital PurchasesWatermain 262,000 0 0 0 262,000 0 0 0 0 0 0 0 0 0

Capital PurchasesStorm Sewers 100,000 0 0 62,000 38,000 0 0 0 0 0 0 0 0 0

Capital PurchasesWatermain 100,000 0 0 0 100,000 0 0 0 0 0 0 0 0 0

Capital PurchasesRoads 50,000 0 0 31,000 19,000 0 0 0 0 0 0 0 0 0

Capital PurchasesRoads 150,000 0 0 15,000 135,000 0 0 0 0 0 0 0 0 0

1,487,000 0 1,330,500 108,000 48,500 0 0 0 0 Year Total 0 0 0 0 0


Capital PurchasesStorm Sewers 500,000 0 0 310,000 190,000 0 0 0 0 0 0 0 0 0

500,000 0 190,000 310,000 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Completion of the following Infrastructure Planning Studies and Master Plan Updates: 1) Stormwater; 2) Transportation; 3) Wastewater Collection; 4) Wastewater Treatment; 5) Water Storage and Distribution - field testing and water

modelling calibration; and 6) Water Supply.

The City's Infrastructure Master Plans require updating approximately every 5 years in order to conform with updates to the Official Plan and provide input to Development Charges updates. In 2016, staff will complete Project Charters

and develop the Request for Proposals to procure a consultant for the Master Plan Updates. The first priority will be Stormwater to assist in the development of a stormwater rate. The Wastewater will be reviewed to consider the timing for

the next expansion of the plant and review any possible efficiencies to confirm timing of required upgrades. Transportation will be considered under an affordable and practical lens, looking at transportation as a whole including the cycling

network, trails, and multi use paths as well as road networks. The remaining Water Storage and Distribution and Water Supply will be an update to the previous Master Plans including new provincial growth projections.

71



John Edwin Coupe Park Rehabilitation



DesignRetaining

Walls

25,000 0 0 0 0 25,000 0 0 0 0 0 0 0 0

Const - Year 1Retaining

Walls

305,000 0 0 0 0 305,000 0 0 0 0 0 0 0 0

330,000 0 0 0 0 0 0 330,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Design review and decommissioning of the retaining walls within John Edwin Coupe Park and along the west side and south-west corner of the Library.

The park and library were built in approximately 1985 and the 30 year old infrastructure is beyond the usable lifespan of the retaining wall product. The retaining wall systems are currently well used as "hang out" locations and areas for

people to sit, read or gather. The proposed solution is to investigate and prepare drawings for the removal of the entire retaining wall system and review a different solution for seating opportunities in the park and around the library.

Restoration is required where all walls are removed including adjustments to the electrical lighting in the park, removal and replacement of older trees that cannot be salvaged, repairs to the unit paver walkways, slope restoration with sod,

more efficient maintenance opportunities and seating for public use. Seating opportunities are well desired around this Corporate building and could be serviced through the implementation of benches. Public communication of design

options would require assistance from Access Barrie through a survey monkey or public opinion poll on the City's web page. This solution could increase public participation in City initiatives, restore expected levels of service at the

well-used main library branch, and reduce the risk of public health and safety concerns.

72



Little Lake Park New Development




55,000 0 49,500 0 0 0 0 5,500 0 Year Total 0 0 0 0 0

Project Description

Rationale

Relocation of proposed playground from the open space area, next to the Cundles Road East / Duckworth Street intersection to an adjacent neighbourhood park area at the end of Little Lake Drive within Little Lake Park.

Cundles Road was the original location for the playground however, its location 20 metres from a major arterial road redevelopment did not provide for a safe access point to the playground and did not have adjacent open space for

children's "free play" activities. Relocation will allow neighbourhood children to play on equipment in a safer park environment and have sufficient space around the playground for other activities to occur. Detailed design drawings

previously approved will be utilized for the playground relocation design in Little Lake Park. Adding this playground into Little Lake park complies with the Little Lake Master Plan and services an area that is deficient of playground

apparatus.

73



Lockhart Road New Watermain and Reservoir and ROW Expansion - Veterans to Bayview



EA – Year 2Roads 483,500 0 0 0 0 0 0 0 483,500 0 0 0 0 0

483,500 0 0 0 0 0 483,500 0 0 Year Total 0 0 0 0 0


DesignWatermain 0 0 0 0 1,622,000 0 0 0 0 1,622,000 0 0 0 0

DesignRoads 0 0 0 0 1,086,300 191,700 0 0 0 1,278,000 0 0 0 0

0 0 2,708,300 0 0 0 0 191,700 0 Year Total 2,900,000 0 0 0 0

Project Description

Rationale

Expansion of Lockhart Road, including construction of a five lane highway crossing and installation of a trunk watermain and water reservoir/pump station.

Lockhart Road and Salem Road are rural roads in poor condition; they run perpendicular to Highway 400, but do not create a cross-City east-west traffic corridor due to lack of a connecting overpass crossing. Anticipated traffic volume

increases associated with Phase 2 development in the annexed lands have resulted in a need to proactively address capacity issues. Transportation improvements are included in both the Infrastructure Implementation Plan and MOU

with developers in the annexation area, as well as the Transportation Master Plan. The proposed graded highway crossing will minimize the demand on the Mapleview Drive corridor and decrease traffic congestion related to Phase 2

growth. The Water Distribution Master Plan calls for additional potable water and fire protection to service this growth and intensification/infill development within the former City boundary.

74



Lockhart Road ROW Expansion - Bayview to Yonge



EA – Year 2Roads 337,000 0 0 0 0 0 0 0 337,000 0 0 0 0 0

337,000 0 0 0 0 0 337,000 0 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 0 0 0 0 2,024,000 2,024,000 0 0 0 0

0 0 0 0 0 0 2,024,000 0 0 Year Total 2,024,000 0 0 0 0

Project Description

Rationale

Road expansion from two lanes to five lanes on Lockhart Road from Bayview Drive to Yonge Street, including an expanded grade separated railway crossing west of Huronia Road.

Lockhart Road is currently a rural road, lacking subsurface infrastructure, and is in poor condition. With planned growth in the annexed lands south of the former City boundary, the capacity of this right of way is anticipated to be insufficient

as traffic volumes increase; as a result, the Transportation Master Plan recommends that the road be widened from two to five lanes with an expanded grade separated railway crossing west of Huronia Road. These improvements are

necessary to support Phase 2 growth in the annexation area.

75



Lockhart Road ROW Expansion - Yonge to Prince William



EA – Year 2Roads 353,000 0 0 0 0 0 0 0 353,000 0 0 0 0 0

353,000 0 0 0 0 0 353,000 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Road expansion from two to five lanes on Lockhart Road, including construction of a grade-separated railway crossing east of Yonge Street.

Lockhart Road is a rural road in poor condition, and anticipated traffic volume increases associated with development in the annexed lands have resulted in a need to proactively consider capacity issues. Investigation of transportation

improvements is included in both the Infrastructure Implementation Plan and MOU with developers in the annexation area, with funding from Development Charges collected from Phase 1 developers. Recommendations from the

Transportation Master Plan will reduce traffic congestion and create a more efficient road network.

76



Mapleview Drive East New Transmission Watermain and Road Expansion - East of Yonge to Prince William



EA – Year 2Roads 337,000 0 0 0 0 0 0 0 337,000 0 0 0 0 0

337,000 0 0 0 0 0 337,000 0 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 0 0 0 0 1,048,000 1,048,000 0 0 0 0

0 0 0 0 0 0 1,048,000 0 0 Year Total 1,048,000 0 0 0 0


DesignRoads 0 0 0 0 0 0 0 0 1,048,000 1,048,000 0 0 0 0

0 0 0 0 0 0 1,048,000 0 0 Year Total 1,048,000 0 0 0 0


PropertyRoads 0 0 0 0 1,594,600 281,400 0 0 0 1,876,000 0 0 0 0

0 0 1,594,600 0 0 0 0 281,400 0 Year Total 1,876,000 0 0 0 0

Project Description

Rationale

Expansion of Mapleview Drive East, including installation of a trunk watermain, urbanization and widening of the road, and construction of a multi-use trail and grade separated railway crossing.

Mapleview Drive is a relatively new rural road in good condition, but anticipated traffic volume increases associated with Phase 1 development in the Hewitt's Secondary Plan area have resulted in a need to proactively address capacity

issues. Transportation improvements are included in both the Infrastructure Implementation Plan and MOU with developers in the annexation area, as well as the Transportation Master Plan. Urbanizing the south side of the right of way,

widening the road to four lanes, and adding a multi-use trail, will alleviate traffic congestion while minimizing the impact to existing infrastructure. The Water Distribution Master Plan calls for a trunk watermain to service and provide

redundancy to development in the annexed lands, to ensure adequate potable water supply and fire protection flows.

77



McKay Road New Interchange and Transmission Watermain - Highway 400

Growth1650 120Project # Intake Form # Project Type


EA – Year 2Roads 446,000 0 0 0 0 0 0 0 446,000 0 0 0 0 0

Const - Year 2Roads 1,500,000 0 0 0 1,275,000 225,000 0 0 0 0 0 0 0 0

1,946,000 0 1,275,000 0 0 0 446,000 225,000 0 Year Total 0 0 0 0 0


Const - Year 3Roads 500,000 0 0 0 425,000 75,000 0 0 0 0 0 0 0 0

500,000 0 425,000 0 0 0 0 75,000 0 Year Total 0 0 0 0 0


DesignRoads 0 0 0 0 0 0 0 0 1,338,000 1,338,000 0 0 0 0

0 0 0 0 0 0 1,338,000 0 0 Year Total 1,338,000 0 0 0 0


DesignRoads 0 0 0 0 0 0 0 0 1,338,000 1,338,000 0 0 0 0

0 0 0 0 0 0 1,338,000 0 0 Year Total 1,338,000 0 0 0 0


PropertyRoads 0 0 0 0 1,260,550 222,450 0 0 0 1,483,000 0 0 0 0

0 0 1,260,550 0 0 0 0 222,450 0 Year Total 1,483,000 0 0 0 0

Project Description

Rationale

Construction of a new highway interchange at McKay Road and Highway 400, including a widening of the existing crossing from two to five lanes cost-shared with the MTO, and installation of a new transmission watermain.

McKay Road is currently a two lane rural road in poor condition, with a crossing over Highway 400. Located in the annexed lands between Mapleview Drive and Innisfil Beach Road, the Transportation Master Plan and both the

Infrastructure Implementation Plan and MOU with developers in the annexed area indicate that McKay is strategically placed to support growth in the area and is a critical infrastructure capacity improvement required in Phase 1

development. The Multi-Modal Active Transportation Master Plan suggests that increased traffic volumes will necessitate construction of a highway interchange and widening of the crossing from two to five lanes within the 2021

timeframe. Since the MTO is proposing to replace the existing crossing due to its poor physical condition in 2016, the City has requested that the crossing be designed to accommodate the future interchange. To ensure adequate water

distribution services are available for planned growth, installation of a trunk watermain is also recommended when the crossing construction is undertaken.

78



Military Heritage Park New Development



DesignParks/EP/OS 115,000 0 0 0 0 115,000 0 0 0 14-16-2351-1662 0 0 0 0 0

Const - Year 1Parks/EP/OS 572,440 0 0 0 0 286,220 0 286,220 0 14-16-2351-1662 0 0 0 0 0

687,440 0 0 0 0 286,220 0 401,220 0 Year Total 0 0 0 0 0



572,440 0 0 0 0 286,220 0 286,220 0 Year Total 0 0 0 0 0

Project Description

Rationale

Development of a south shore waterfront park to showcase local military heritage, including construction of a central ceremonial square, elevated roundhouse plateau, and symbolic landscape elements such as a beach and trench-like

earthworks; tree and floral plantings reflecting global locations of military campaigns; and installation of display panels and interpretive signage to enable educational self-guided tours.

Military Heritage Park design and construction was approved by Council in 2015 when the City received 50% funding from the Canada 150 program, contingent on work being completed by 2018. The park is a way to recognize the

contribution of CFB Borden and the Canadian military to Barrie's history, create a landmark project on the under-developed south shore of the waterfront, and expand opportunities for collaboration with service groups such as the Rotary

Club of Barrie. Conceptual elements were designed to create a multi-dimensional experience, incorporating visual and tactile components to highlight military history so that park visitors of varying backgrounds and abilities can enjoy the

facilities.

79



Painswick Park Rehabilitation and Expansion



DesignParks/EP/OS 100,000 0 0 0 90,000 10,000 0 0 0 0 0 0 0 0

100,000 0 90,000 0 0 0 0 10,000 0 Year Total 0 0 0 0 0


Const - Year 1Parks/EP/OS 0 0 0 0 1,375,875 152,875 0 0 0 1,528,750 0 0 0 0

0 0 1,375,875 0 0 0 0 152,875 0 Year Total 1,528,750 0 0 0 0


Const - Year 2Parks/EP/OS 0 0 0 0 1,375,875 152,875 0 0 0 1,528,750 0 0 0 0

0 0 1,375,875 0 0 0 0 152,875 0 Year Total 1,528,750 0 0 0 0

Project Description

Rationale

Rehabilitation and expansion of Painswick Park to become a larger neighbourhood multi-use park to create a new location for inner-city baseball league games, various public and charity tournaments (double lit baseball layout) and to

respond to future programming needs from the adjacent development lands.

With the lease termination of the baseball facilities with Georgian College, the City is left in a deficit situation and requires 2 baseball diamonds to meet the current needs for senior adult slow pitch baseball. Phase 1 - Reconstruction of the

existing baseball diamond and new construction of a 2nd baseball diamond. Proposed park reconstruction schedule: - Detailed design and initial park construction in 2016; - Facility reconstruction continues in 2017 with project completion

in late Fall 2017; - Baseball diamond use for tournament and sports group rental - May 2018. Phase 2 Rehabilitation is required for the 2-court tennis court facility (surface is not playable and is unsafe/deteriorated). with additional

amenities for consideration as a destination park (possible splash pad, an artificial ice rink surface, a washroom/change room facility and a potential shade structure for event/tournament rental opportunities). This park location is also well

located to provide initial recreational and sport program opportunities for the new Hewitt's Secondary Planning area as the Phase 1 components of the Plan are initiated.

80



Playground Replacement Program




240,000 0 0 0 0 50,000 0 190,000 0 Year Total 0 0 0 0 0


Const - Year 1Parks/EP/OS 0 0 0 0 0 0 0 0 0 14-16-2351-1636 240,000 240,000 0 0 0

0 0 0 0 0 0 0 0 0 Year Total 240,000 240,000 0 0 0



0 0 0 0 0 0 0 0 0 Year Total 240,000 240,000 0 0 0



0 0 0 0 0 0 0 0 0 Year Total 240,000 240,000 0 0 0



0 0 0 0 0 0 0 0 0 Year Total 240,000 240,000 0 0 0

Project Description

Rationale

Replacement of playground equipment.

Playground equipment has an estimated useful life of 15-20 years, depending on use and weathering, and annual compliance audits are conducted under the CAN/CSA Z614-07 Children's Playground Equipment Standard on equipment

that has reached the 20 year milestone. This is to ensure that all components of a play structure are safe and in good repair. The proactive approach to playground replacement recommended by the City will help to reduce maintenance

costs for deteriorated equipment, minimize downtime and emergency repair costs for broken equipment, maintain high levels of service for recreation and play at parks, and mitigate the risk of injury due to faulty play structures. The 2016

playground replacement work will include installation of an accessible playground at Shear Park, with partial funding from the Enabling Accessibility grant.

81



Ross, Collier and Bayfield Intersection Improvements and Ross Street ROW Expansion - Toronto to



EA – Year 1Roads 173,000 0 0 0 112,450 60,550 0 0 0 0 0 0 0 0

173,000 0 112,450 0 0 0 0 60,550 0 Year Total 0 0 0 0 0

Project Description

Rationale

Completion of this Class Environmental Assessment to determine intersection improvements at Ross/Collier/Bayfield primarily to finalize property requirements to implement the preferred alternative .

Ross Street and Collier Street is the only other east-west link, aside from Dunlop Street, in the downtown core; it is important that this link be fully optimized, as there is no opportunity for road widening in the downtown. Presently, the

offset intersection between Ross Street and Collier Street at Bayfield Street is inefficient. As part of the Dunlop Street Class EA, the roundabout was studied and it was determined that further analysis was required to accurately assess

traffic impacts. It is proposed that a Schedule B Class EA study be completed to assess intersection improvements at Ross Street, Collier Street and Bayfield Street including signalization and a roundabout. A roundabout has the potential

to significantly reduce property impacts, capital costs and become a gateway feature into the downtown. The transportation improvements have been selected as identified in the Multi-Modal Active Transportation Master Plan, which

represents a comprehensive planning process to develop an efficient overall transportation network for the City to 2031 and forward looking to 2051.

82



Tennis Court Rehabilitation Program



Const - Year 1Parks/EP/OS 300,000 0 0 0 0 0 0 0 0 14-16-2351-1717 0 300,000 0 0 0

300,000 0 0 0 0 0 0 0 0 Year Total 0 300,000 0 0 0


Const - Year 1Parks/EP/OS 0 0 0 0 0 85,000 0 0 0 14-16-2351-1717 85,000 0 0 0 0

0 0 0 0 0 0 0 85,000 0 Year Total 85,000 0 0 0 0

Project Description

Rationale

Rehabilitation of tennis court facilities, with a primary focus on full surface asphalt replacement; where necessary, rehabilitation will also include colour coat resurfacing, perimeter fencing repair or replacement, and lighting upgrades or

replacement. 2016 work will include the reconstruction of 4 colour coat courts at Eastview Park, with fencing and lighting.

The City of Barrie is planning to complete surface repair or replacement of tennis courts where there is physical deterioration of existing facilities. This deterioration lowers the level of service provided to the community, increases the risk

of personal injury to players, and in some cases renders tennis courts unusable. Recreation Services loses approximately $1,000 per court per season from lost bookings revenue when this occurs. Lifecycle maintenance requires colour

coat surfacing every ten to twenty years to reseal asphalt surfaces, while the lifecycle of the tennis court as a whole is approximately thirty-five years. Implementation of an annual rehabilitation program will ensure that City tennis facilities

are in good repair and continue to provide the expected level of service to residents. Work in 2016 will address deficiencies at Eastview Park; future work will determined in upcoming capital planning exercises.

83



Whiskey Creek Trans Canada Trail Expansion - Yonge to Little



Const - Year 1Trails 60,000 0 0 0 0 36,000 0 24,000 0 14-16-2351-1718 0 0 0 0 0

60,000 0 0 0 0 24,000 0 36,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Expansion of the granular Trans Canada Trail adjacent to Whiskey Creek, to fill the existing gap between Yonge Street and Little Avenue.

The Trans Canada Trail extends through Barrie from the 5th Sideroad and McKay Road north toward Kempenfelt Bay, with an undeveloped section between Yonge Street and Little Avenue. The Trans Canada Trail organization has set

the goal of filling in all such gaps to celebrate the 150th anniversary of Confederation and the 25th year of the Trail in 2017, and has established a trail building grant in its support; the City of Barrie has received grant funding for 40% of the

construction cost, contingent on work being completed by 2017. Expansion of the trail will contribute to a national goal that benefits all Canadians, at the same time that it will provide increased recreational opportunities and connectivity

between Yonge and Little for local residents.

84



Willoughby Park Walkway Rehabilitation



DesignTrails 10,000 0 0 0 0 10,000 0 0 0 0 0 0 0 0

Const - Year 1Trails 47,000 0 0 0 0 47,000 0 0 0 0 0 0 0 0

57,000 0 0 0 0 0 0 57,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Rehabilitation of the granular walkway through Willoughby Park, including the removal of vegetation growth along the embankment edges of the creek.

This walkway through Willoughby Park is part of the City's main Trans Canada Trail system. Increasing the water flow underneath a boardwalk structure will reduce or eliminate standing water but will also permit the re-opening of the trail

through the park. This trail is also used by the local neighbourhood for school children to walk to Assikinac Public School and Innisdale Secondary School. Active Transportation and Safe Routes to School are initiatives supported through

the Multi-Modal Active Transportation Master Plan. Removing the vegetation growing into the creek edges and removal of sediment from within the creek with increase flow capacity to reduce flooding.

85

Environmental Services Department Project Report

Environmental Operations

Environmental Centre South Landfill Leachate Collection Gallery Replacement



Const - Year 1Landfill 1,000,000 0 0 0 0 0 1,000,000 0 0 0 0 0 0 0

1,000,000 0 0 0 0 0 0 0 1,000,000 Year Total 0 0 0 0 0

Project Description

Rationale

Redesign and reconstruction of the currently malfunctioning South Landfill Leachate Collection Gallery.

The South Landfill Leachate Collection Gallery at Barrie's Environmental Centre is currently malfunctioning and requires redesign and reconstruction to operate as intended and as required by our governing Environmental Compliance

Approval, issued through the Ministry of the Environment and Climate Change. Failure to act would ultimately impair ground water quality and cause us to become out of Regulatory Compliance. which increases risk to the City.

86


Environmental Operations

TCE Groundwater Monitoring Well Program

Legislated0650 325Project # Intake Form # Project Type


Const - Year 1Water Wells 20,000 0 0 0 0 0 0 0 0 14-18-2705-0650 0 0 20,000 0 0

20,000 0 0 0 0 0 0 0 0 Year Total 0 0 20,000 0 0


Const - Year 1Water Wells 0 0 0 0 0 0 0 0 0 14-18-2705-0650 20,000 0 20,000 0 0

0 0 0 0 0 0 0 0 0 Year Total 20,000 0 20,000 0 0



0 0 0 0 0 0 0 0 0 Year Total 10,000 0 10,000 0 0



0 0 0 0 0 0 0 0 0 Year Total 10,000 0 10,000 0 0

Project Description

Rationale

Installation and monitoring of both shallow and deep nested groundwater observation wells along the leading edge of the trichloroethylene (TCE) plume adjacent to the Wastewater Treatment Facility.

A plume of trichloroethylene (TCE), a volatile organic compound capable of contaminating the City's municipal drinking water supply, has spread from east of Patterson Road toward Kempenfelt Bay. TCE and other chemicals known to be

contaminating the City's groundwater are identified as Significant Drinking Water Threats, and under a 2003 Provincial Officers Order the City is required to monitor groundwater quality. In addition, Ontario Regulation 188/07 governs

municipal drinking water systems; under this legislation the Water Operations branch developed plans to comply with the Ministry of the Environment Drinking Water Quality Management Standard. Installation of new monitoring wells

along the edge of the TCE plume migrating toward the bay is a component of the management standard, and will allow City staff to collect information about water quality required for the provision of safe drinking water to the community.

87


Wastewater Operations

WwTF Cogeneration Engine #2 Rehabilitation



Capital PurchasesWwTF 300,000 0 300,000 0 0 0 0 0 0 0 0 0 0 0

300,000 0 0 0 300,000 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Rebuilding of Cogeneration Engine #2 at the Wastewater Treatment Facility.

The engine has been identified as overdue for rebuilding. It is one of two existing Co-Gen engines used to generate electricity from Bio-gas generated from the Anaerobic Digestion Process at the WwTF. The on site generated electricity

is used to offset the purchase of power from the electrical grid. The value of on-site generated electricity is in the order of $20,000 to $30,000 per month. The project is necessary to maintain the Co-gen Electrical generation program at

the WwTF to realize these savings in energy offset costs. Delaying the rebuild would ultimately take the engine out of service for a considerably longer duration and increase the cost of rebuild approximately four fold from completing the

work in the recommended timely manner.

88


Water Operations

Air Valve/Main Valve Chamber Condition Assessment and Rehabilitation Program



Const - Year 1Water

Distribution

50,000 0 0 0 0 0 0 0 0 0 0 50,000 0 0

50,000 0 0 0 0 0 0 0 0 Year Total 0 0 50,000 0 0


Const - Year 2Water

Distribution

50,000 0 0 0 0 0 0 0 0 0 0 50,000 0 0

50,000 0 0 0 0 0 0 0 0 Year Total 0 0 50,000 0 0

Project Description

Rationale

Assessment and remediation, as required, of Barrie's Water System Air Valve/Main Valve Chambers.

The project is required to ensure on-going safe and efficient Drinking Water System operation and avoid imminent cost emergency repairs emanating from failure to undertake this necessary work in a timely manner. Approximately 50%

of our 80 odd Valve and Main Chambers have been identified as requiring attention to ensure safe and efficient operation.

89


Water Operations

Frozen Water Service Repair Program




575,000 0 0 0 0 0 0 0 0 Year Total 0 0 575,000 0 0



600,000 0 0 0 0 0 0 0 0 Year Total 0 0 600,000 0 0

Project Description

Rationale

Remediation of prioritized Residential Water Service lines that have been identified as subject to freezing, involving excavation and replacement in accordance with City standards including lowering, insulating, rerouting to below major

infrastructure crossings, and reinstatement of services.

This project is necessary to ensure continuous delivery of residential Drinking Water. It is in alignment with Council approved Staff Report ENV003-15, 15-06-22. There are some 200 susceptible services in various locations, city-wide,

identified to date as needing remediation.

90

Facilities & Transit Department Project Report

Facility Planning and Development

Allandale Recreation Centre Parking Lot Rehabilitation



Const - Year 1Parking Lots 625,000 0 0 0 0 625,000 0 0 0 14-17-3351-1681 0 0 0 0 0

625,000 0 0 0 0 0 0 625,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Rehabilitation of the 95,000 square foot parking lot, including grinding and re-use of existing asphalt as base granulars, replacement of asphalt, line repainting and concrete curb replacement.

The parking lot at Allandale Recreation Centre was originally paved in 1983, and at 32 years old has exceeded its estimated life of 30 years. Age-related physical deterioration has been compounded by disruption of the paved surface for

repairs and upgrades of hydro, lighting, and plumbing systems, since these patched areas are also failing. Multiple cracks, slumps, and fractured pavement make the area uneven and unstable, resulting in safety hazards for visitors to the

centre; the area is widely used by seniors and students, increasing the City's liability and risk exposure. Rehabilitation of the parking lot will restore expected levels of service, make the centre more accessible for all members of the

community including seniors and persons with disabilities, and reduce risk to the City.

91



Allandale Recreation Centre Rooftop Exhaust Fan Replacement - Concession Booth



Const - Year 1Recreation 35,000 0 0 0 0 35,000 0 0 0 0 0 0 0 0

35,000 0 0 0 0 0 0 35,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the original rooftop exhaust fan that serves the concession area to ensure the licensed service continues operation.

The existing unit is an integral part of the building HVAC system. Its purpose is to help circulate air in order to maintain optimal indoor air quality. The unit is past its expected lifecycle of 20 years. If the unit is not replaced, poor air quality

could represent a health risk. Time and maintenance costs are increasing, breakdowns are more frequent and efficiency is depleting. Energy costs for the unit increase as its efficiency drops. Without a functioning exhaust fan the

concession booth would have to be closed, which would impact services provided to visitors and shut down revenue streams. Energy savings are expected to be gained from newer, more efficient equipment. In order to maintain an

acceptable indoor space condition that meets our service level expectations replacement is recommended and warranted.

92



Barrie Community Sports Complex Dosing Chamber (Septic System) Control Replacement



Const - Year 1Recreation 65,000 0 65,000 0 0 0 0 0 0 0 0 0 0 0

65,000 0 0 0 65,000 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the existing control panel for the sports park septic system, including design of a new panel configuration to match other outdoor stations, the installation of a new control panel, re-establishing field wiring, start-up and

commissioning.

The existing septic system is in deteriorated physical condition, and there are remote monitoring constraints and electrical safety concerns. The City's Licensed Wastewater Operators are required to attend the building if there is an alarm

and/or malfunction. Due to the travel time required it is prudent for the City to ensure it has dependable equipment to reduce any unnecessary trips, call-ins and resource allocation. It has also been found that on past projects such as the

Process Control System Upgrade project that costs to replace equipment well beyond their normal life cycle can be significantly more expensive.

93



Barrie Community Sports Complex Electrical Grounding Surge Protection Upgrade



Const - Year 1Recreation 50,000 0 50,000 0 0 0 0 0 0 0 0 0 0 0

50,000 0 0 0 50,000 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of electrical ground surge protection to protect critical equipment required for compliance with the Certificate of Authorization for the wastewater systems.

The grounding throughout the Barrie Community Sports Complex has been a concern for several years and there have been several instances of damaged and destroyed wastewater equipment due to lightning strikes. A 2015 Grounding

Study has been completed by SAE for the pump stations at the Sports Complex with the recommendation to install a resilient grounding system to protect the critical equipment needed for compliance with the Certificate of Authorization.

The most important component in an electrical protection system is the external grounding electrode. The system needs to be designed specifically to deal with the threat of a direct lightning strike. In order to be effective, a grounding

electrode must be designed and configured in such a way as to provide a low impedance, low resistance path for lightning induced energy to flow. The configuration of the internal ground system also is very important in the dissipation of

lightning surges and transient voltages. If the grounding issues are not completed the use of the electrical components throughout the Sports Complex could become non-operational resulting in financial loss due to damaged equipment. It

could also present an electrical safety issue and the potential loss of user fees acquired through the use of the park.

94



Barrie Community Sports Complex Roof and Cladding Replacement - Pump House




80,000 0 0 0 0 0 0 80,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Full replacement of the failed pump house roof and cladding including the removal of the existing asbestos panels, the installation of a new metal roof, rigid insulation and long-lasting and durable cement-based siding.

The pump house at the Barrie Community Sports Complex (BCSC) houses the field irrigation pumping equipment. The water is fed from the artesian well to the pond and the pumps distribute the water to the irrigation system. The pump

house keeps the pumps and flow metering equipment protected from the elements and from unauthorized entry. The pump house roof and cladding are failing and require replacement. The recommended solution includes removal and

disposal of the current materials (including asbestos panels) and replacement with a new metal roof, rigid insulation and suitable cladding. Low maintenance cladding that is resilient to vandalism such as paint tagging will be

recommended.

95



Barrie Molson Centre Supply Fan 3, 4, 8, and 9 Replacement




203,000 0 0 0 0 0 0 203,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of supply fans 3, 4, 8 and 9 that have reached the end of their lifecycle.

The supply fans are in their 20th year of operation. They are original units to the facility. The units supply all the HVAC needs to the following areas of the BMC: SF#3 - Lower dressing areas, Colts dressing rooms areas; SF#4 - lower Colts

administration offices and Colts Sports Store; SF#8 - upper lounge area of the BMC; and SF#9 - front half of the Horse Power Grill. All these units are critical to ensuring guest and staff comfort in those areas. Over the last several years

there has been an increase in the on-demand maintenance with repairs to motors, compressors, pulleys and belt replacements. These units are also consuming more electricity / natural gas as compared to modern HVAC technology /

units. Customers will not be able to enjoy the spaces due to poor air quality and uncomfortable temperatures. Customers / clients may have their activities impacted by break downs or failures which would result in loss of revenues.

96



Bayfield Basin Customer Service Kiosk Replacement & Sea Cadet Building Rehabilitation



Const - Year 1Recreation 75,000 0 0 75,000 0 0 0 0 0 14-17-3390-1672 0 0 0 0 0

75,000 0 0 75,000 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Construct a new customer service kiosk to replace the small shed currently used by Marina staff to provide service to transient boaters, support the AskMe! Program, and provide Tourism Barrie services. Includes facade improvements to

the existing Sea Cadets facility to improve its aesthetics and fit on the waterfront.

Design investigations determined that the existing Sea Cadet building would not be able to support the Customer Service needs of the Transient Boaters and Waterfront Users. It is now proposed to construct a Customer Service Kiosk to

support the Waterfront Users, Downtown Patrons, Transient Boaters and City Staff. The Sea Cadets building will have minor modifications undertaken to improve its presence at the Waterfront.

97



Centennial Beach Concession Building Renovation and New Concession Building



DesignRecreation 90,000 0 0 0 0 90,000 0 0 0 0 0 0 0 0

90,000 0 0 0 0 0 0 90,000 0 Year Total 0 0 0 0 0


Const - Year 1Recreation 0 0 0 0 0 430,000 0 0 0 430,000 0 0 0 0

0 0 0 0 0 0 0 430,000 0 Year Total 430,000 0 0 0 0


Const - Year 2Recreation 0 0 0 0 0 180,000 0 0 0 180,000 0 0 0 0

0 0 0 0 0 0 0 180,000 0 Year Total 180,000 0 0 0 0

Project Description

Rationale

Interim renovation of the existing Centennial Concession facility, and construction of a new concession facility that is consistent with the Waterfront Master Plan. The existing facility will be demolished upon completion of the new

concessions facility.

A building condition assessment of the concession building was completed by IRC Building Sciences Group Inc. in 2010. At that time, the building was rated in fair to poor condition. Since that time there has been continued deterioration

of doors, windows, exterior cladding, interior walls, eaves. and equipment. The current poor condition of the building poses safety risks. Minor repairs and replacements will be completed to ensure the safe and on-going use/revenues of

the existing concessions facility while staff proceed through the design and construction of a new facility. The new will be compatible with the Waterfront & Marina Strategic Plan. The service has been identified as needed to support the

users of Centennial Beach and the waterfront. The existing facility will be demolished upon completion of the new concessions facility.

98



Centennial Beach Pavilion Replacement



Const - Year 1Recreation 100,000 0 0 0 0 50,000 0 50,000 0 14-17-3351-1682 0 0 0 0 0

100,000 0 0 0 0 50,000 0 50,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the Lions Club waterfront pavilion at Centennial Beach in partnership with the Lion's Club of Barrie as approved by Council in 2015.

The former waterfront pavilion was removed in 2013 following a structural assessment that indicated a need for extensive repair or removal of the facility for safety reasons. Since the structure was widely used as a shelter for community

events and entertainment the Lions Club has offered to partner with the City to replace the venue, and will fundraise to offset the cost of the new facility. Replacing the pavilion will create a focal point for community engagement in keeping

with City goals of revitalizing the waterfront area, and strengthen community ties through partnerships.

99



City Hall 5th Floor Space Renovation



DesignAdministration 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

Const - Year 1Administration 160,000 0 0 0 0 160,000 0 0 0 0 0 0 0 0

180,000 0 0 0 0 0 0 180,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Final phase of the space accommodation project for the 5th floor to complete the conversion of a series of private offices to an open plan layout. Work includes demolition, mechanical/electrical modifications, and system furnishings.

This final phase focuses on the conversion of several existing private offices to open plan workspaces to accommodate more staff on the 5th floor, in alignment with the City's space accommodation standards for more efficient space

use. Work stations for additional staff in IT are needed to accommodate the approved relocation of five GIS staff, presently situated on other floors of City Hall, and forecast new staff (4 in total) needed to implement and sustain several

new enterprise systems that will 'go live' in 2016 (ERP and APLI projects).

100



City Hall Accessibility Renovation - Council Chambers and Rotunda

Legislated1686 264Project # Intake Form # Project Type


Const - Year 2Administration 1,250,000 0 0 0 0 0 1,250,000 0 0 14-17-3303-1686 0 0 0 0 0

1,250,000 0 0 0 0 0 0 0 1,250,000 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of AODA-compliant fixtures in City Hall's Council Chambers and Rotunda, including construction of accessible ramps and railings, new lighting fixtures and audio-visual equipment, and better step delineation.

The Council Chambers and Rotunda were constructed in 1985 to then-current design standards, which no longer meet legislated accessibility requirements under the Accessibility for Ontarians with Disabilities Act (2005). These are public

areas within City Hall that serve hundreds of people daily, but are not fully accessible to those with limited mobility; special arrangements must be made to enable people in wheelchairs to access Council Chambers, and the existing ramp

in the Rotunda forces those who cannot traverse stairs to travel the long way round the room. Lack of contrasting colours on stairs in Council Chambers poses a safety risk, and increases liability to the City should a fall occur. Upgrades to

these public areas will bring the City into compliance with AODA legislation, reduce liability in the case of an accident, and ensure that all members of the community can participate in City life in an accessible and welcoming environment.

101



City Hall Building Envelope and Window Rehabilitation



Pre-DesignAdministration 75,000 0 0 0 0 75,000 0 0 0 0 0 0 0 0

75,000 0 0 0 0 0 0 75,000 0 Year Total 0 0 0 0 0


Const - Year 1Administration 0 0 0 0 0 1,000,000 0 0 0 1,000,000 0 0 0 0

0 0 0 0 0 0 0 1,000,000 0 Year Total 1,000,000 0 0 0 0

Project Description

Rationale

Identification and implementation of an engineered solution to prevent on-going water penetration through the building walls and glazing system at City Hall.

The east side of the City Hall tower has leaked for several years when a driving rain happens. It has been re-caulked recently but leaking.still occurs. In 2015, a consultant recommended that work be undertaken to ensure there are no

further leaks to the east side of City Hall. A full investigation into the reasons behind the leaks is the next step to solving the problem. This is also a potential Health and Safety issue due to a wet interior which could cause mould growth.

Pre-design work in 2016 is anticipated to identify the best approach to weatherproofing City Hall, with activities to include specialized investigative techniques, destructive testing, and a design brief with recommended actions and capital

estimates. Construction work to implement a weathertight solution for City Hall windows and the east side of the tower is anticipated to occur within the five year Capital Plan period.

102



City Hall Heating, Ventilation and Air Conditioning Upgrade



Const - Year 2Administration 1,400,000 0 0 0 0 0 1,400,000 0 0 14-17-3303-1657 0 0 0 0 0

1,400,000 0 0 0 0 0 0 0 1,400,000 Year Total 0 0 0 0 0

Project Description

Rationale

Upgrade of City Hall HVAC system with a multi-zone controllable Variable Refrigerant Flow (VRF) heat recovery system with fully integrated building automation system (BAS).

The City Hall facility at 70 Collier Street was constructed in 1973, and the HVAC system currently in use is original to the building. Facilities staff have determined that the HVAC has reached the end of its expected useful life, and poses a

high risk of physical failure; this would result in disruption of service of the City's administrative functions, and high costs associated with emergency repair or replacement. Due for replacement in 2011, activity was delayed until the Energy

Management Branch of the Facilities and Transit department was able to perform a detailed assessment to identify best value for the City. Results indicated that the recommended VRF system should reduce natural gas consumption and

energy usage, resulting in energy cost avoidance, as the VRF is capable of distributing warm and cool air where it is most needed on a floor-by-floor basis. The new technology is expected to produce a decrease in operating costs from

$370,000 to $125,000, and maintenance costs by $25,000, over a like-for-like replacement.

103



City Hall Parking Garage Rehabilitation




95,000 0 0 0 0 0 0 95,000 0 Year Total 0 0 0 0 0


Const - Year 1Administration 0 0 0 0 0 610,000 0 0 0 610,000 0 0 0 0

0 0 0 0 0 0 0 610,000 0 Year Total 610,000 0 0 0 0


Const - Year 2Administration 0 0 0 0 0 625,000 0 0 0 625,000 0 0 0 0

0 0 0 0 0 0 0 625,000 0 Year Total 625,000 0 0 0 0

Project Description

Rationale

Full rehabilitation of City Hall parking garage including the full removal and replacement of the podium deck and suspended parking slab waterproofing system, repairs of concrete delaminated surfaces and foundation wall cracks, the

replacement of drain pipes, collars, catchbasins and covers, and replacement of expansion joints.

The City Hall Underground Parking Lot was constructed in 1974 and is in need of renewal. The garage comprises two levels, P1 and P2 (P2 being the lower). The extent of the underground parking is as follows: East side of the tower;

south side of the property (includes paving stone area that can be seen at Collier entrance); west side of the property (includes paving stone area that is vacant); and the north side of the tower. The unistone paver areas over the parking

garage are known as the Podium. It has a concrete slab to support the waterproofing membrane and paving stone components. The pavers are not conducive for this type of application as the salt that is used to melt the snow and ice

migrates directly to the membrane. The parking structure is constructed of concrete containing reinforcing steel. During the winter, the parked vehicles carry in road salt laden snow that melts onto the concrete surface. The moisture and

chlorides (salts) then migrate through the concrete to the reinforcing steel. This results in the steel beginning to corrode, which then expands creating fissures in the concrete allowing more moisture and salt to enter the voids. The

deterioration then accelerates. To mitigate the above deterioration, a waterproof membrane layer has been applied to the top of the concrete. The waterproof membrane is a sacrificial layer as it is simpler to replace than concrete. The

vehicle tires that turn on the membrane will over time affect the integrity of the waterproof membrane. An investigation was undertaken and a report entitled, 70 Collier Street - Barrie City Hall, Barrie, On, Parking Garages and Podium

Deck Condition Survey Assessment Condition Assessment, dated November 27, 2013, was prepared by a structural engineering firm, Read Jones Christoffersen- Consulting Engineers. It recommends that rehabilitation work proceed as

quickly as possible, to address current damage and slow the rate of future deterioration. Failure to complete this work will result in accelerated structural deterioration, greater repair costs, and the risk of damage to vehicles or personal

injury due to the garage’s poor condition. Though a specification will need to be developed by a consultant, it is anticipated that the newest type of rubberized surface that will give the best application and life expectancy will be installed.

104



City Hall Site Upgrade



DesignAdministration 150,000 0 0 0 0 150,000 0 0 0 14-17-3303-1688 0 0 0 0 0

150,000 0 0 0 0 0 0 150,000 0 Year Total 0 0 0 0 0


Const - Year 1Administration 0 0 0 0 0 0 2,790,000 0 0 14-17-3303-1688 2,790,000 0 0 0 0

0 0 0 0 0 0 0 0 2,790,000 Year Total 2,790,000 0 0 0 0

Project Description

Rationale

Redevelopment of the City Hall site to a higher standard including the reconstruction of the rear parking lot, reconstruction of the courtyard replacing the pavers with concrete, rebranding through new architectural details, new

site/landscape amenities such as site lighting, signage, furnishings, landscape treatments, public gathering spaces, and improved site access.

The City Hall site has aging components that represent significant repair investment, and physical deterioration poses safety risks to visitors. Exterior fixtures of City Hall show signs of rust, peeling paint, and concrete damage. The

short-term repair of the parking lot, undertaken in 2004, has also failed with extensive cracking and heaving throughout the lot. Paving stones surrounding City Hall have unevenly settled, with some popping out to leave walking areas

uneven. This leaves visitors to the facility with a poor impression, and limits the public uses of the space. Upgrading the site will create a more community-friendly location, reduce the risk of personal injury and project a vibrant image

representative of the City.

City Hall represents the City and is the professional face of the Corporation. It is the backdrop for special photo events and constantly welcomes international visitors. When entering City Hall it should make a person proud to live in the

City of Barrie and elevate their confidence in their City and its staff. The proposed redevelopment of the City Hall site provides an opportunity to highlight City Hall as a friendly public gathering place or a Cultural showcase.

105



Collier Centre New Office Accommodation



Const - Year 2Administration 35,000 0 0 0 9,940 25,060 0 0 0 14-17-3317-1684 0 0 0 0 0

35,000 0 9,940 0 0 0 0 25,060 0 Year Total 0 0 0 0 0


Const - Year 3Administration 2,045,000 0 0 0 580,780 1,464,220 0 0 0 14-17-3317-1684 0 0 0 0 0

2,045,000 0 580,780 0 0 0 0 1,464,220 0 Year Total 0 0 0 0 0

Project Description

Rationale

Fit-out of the 14,628 square foot City leased space in the Collier Centre. Includes wall, ceiling and floor finishes; IT infrastructure and equipment; mechanical/electrical systems; and furnishings.

As part of the purchase and sale agreement of the Foodland property between the City of Barrie and the contractor is an allocation of approximately 14,628 sq.ft. for City use. As part of the agreement the space is allocated for the City of

Barrie to be a tenant within the office tower space. This project is required in order to complete the tenant fit-up of the space as the agreement will only complete the building to base shell. This space is required in order to meet the overall

projected space requirements as identified in the Master Accommodation Project. The proposed solution has previously been determined and the details are currently being finalized. In summary, the proposed solution will relocate

approximately two floors of various staff groups to occupy one full floor of the Collier Centre. Specifically, the construction phase will include the fit-out costs for meeting and office spaces including: finishes (wall, ceiling and floor), IT,

mechanical, electrical, furniture and moving costs.

106



Downtown Branch Library HVAC Control and VAV Box Replacement



Const - Year 1Library 200,000 0 0 0 0 200,000 0 0 0 0 0 0 0 0

200,000 0 0 0 0 0 0 200,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the outdated pneumatic HVAC system controls with current standard controls that are digital, including constructing accesses to a number of VAV boxes that are inaccessible due to the construction methods when the

facility was originally built.

Many of the VAV boxes are inaccessible and have not been serviced since the construction of the facility leading to inefficient operation and higher energy use. Typically this type of HVAC equipment is inspected at a minimum annually as

part of a planned maintenance program. The existing controls are outdated technology and it is highly recommended they be replaced with modern digital controls to improve energy efficiency, building operation, and occupant comfort.

There are constant public complaints regarding the temperature at the Library. The scope of work is supported by the recommendations contained in the 2014/15 re-commissioning study of the Main Library completed by an external

consulting team.

107



Downtown Transit Terminal Metal Ceiling Tiles Replacement




80,000 0 0 0 0 0 0 80,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the original framing and metal ceiling tiles in the public spaces of the Transit Terminal with improved framing and lighter and more aesthetically improved acoustic tiles. Includes replacement of the original ceiling lighting

with a more efficient technology.

The project should be undertaken to ensure the continued safety of the public. The existing metal ceiling tiles and framing are failing and need to be replaced with lighter tiles to minimize the potential for tiles to fall on people and cause

injury. Routinely tiles are falling and given their weight this presents a risk to the corporation and public. The ceiling lights should be upgraded to energy efficient lighting during the tile replacement. The new ceiling tiles will also improve

the aesthetics of the aging facility and improve the experience of users in the Terminal.

108



East Bayfield Community Centre Security Camera Replacement




30,000 0 0 0 0 0 0 30,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Supply and place exterior and interior cameras and recording equipment. Administrative updates may be required with respect to the Privacy Commission Policy.

The existing system has several issues that need to be addressed. At present there are no cameras to address the exterior areas of the facility. This is critical for parking lots and walkways as the likelihood of slip and falls is much greater

in these areas. It also allows staff to track winter site conditions for plowing, shoveling and salting all of which are critical in due diligence. The system at present has less than industry standard record time on the DVR (10-12 days), where

the standard is at least 20 days. The additional cameras would require a second DVR in order to have sufficient memory. The existing cameras are image poor and would also be replaced. Increasing the coverage area and clarity are

essential in ensuring staff security and the safety of visitors to the Community Centre, and in minimizing risk and liability for the City. Completion of the proposed work will also bring the City into alignment with current industry standards.

109



Eastview Arena Parking Lot Replacement and New LED Lighting - Rear Lot



Const - Year 1Parking Lots 440,000 0 0 0 0 440,000 0 0 0 0 0 0 0 0

DesignParking Lots 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

460,000 0 0 0 0 0 0 460,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Reconstruction of the Eastview Arena rear parking lot including improved lighting.

In 1972, the parking lot was constructed with the original building. A parking lot typically has a life span of about 25 years and therefore the parking lot has well exceeded the typical life span and has deteriorated significantly, creating

operational and public safety issues. The parking lot is necessary to support the arena and the community park and should be replaced to meet current standards and minimize risk and public safety concerns associated with traversing

uneven ground. The balance of the parking lot areas were reconstructed as part of the 2011 facility renovations, and therefore do not require replacement at this time.

110



Eastview Arena Refrigeration Condenser Replacement




73,000 0 0 0 0 0 0 73,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Full replacement of Eastview Arena refrigeration condenser, including the equipment and all ancillary piping and controls.

Eastview Arena is a seasonal ice rink operating for approximately 6 months per year. The existing condenser is 8 years beyond its expected useful life of 20 years. This piece of equipment is essential to the operation of the refrigeration

plant; without it, the plant cannot run. The probability of failure increases with each passing year. Ice availability in the City of Barrie is at a premium and Eastview Arena is a vital part of providing access to ice for the City's clients, a diverse

group including Georgian College, Knights minor hockey, Barrie Minor hockey and a variety of private user groups. The loss of this facility would have a devastating impact in several areas. First there would be a displacement of

contracted clients with virtually no possibility of offering alternate accommodation. This would be incredibly detrimental to the City's corporate and public relations as well as its credibility. Secondly there would be a loss of the associated

revenues attached to the contracts. The order wait time for a replacement condenser is 2 to 3 months.

111



Environmental Centre New Waste Segregation Kiosk



Const - Year 1Operations 65,000 0 0 0 0 65,000 0 0 0 14-18-2710-1754 0 0 0 0 0

65,000 0 0 0 0 0 0 65,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Construction of a permanent waste segregation kiosk at the Environmental Centre.

The current waste segregation kiosk is housed in a temporary trailer to provide a customer service location for waste separation inquiries, and to protect staff from the elements. The exterior walls and roof are in poor physical condition,

allowing water to damage the interior, and despite temporary repair work the structure is not sound due to its age and previous water infiltration. Entry stairs and fire exit steps are damaged and do not meet either current building codes or

AODA standards for public accessibility. This creates an environment that is not inclusive of persons with disabilities, poses health and safety risks for the public and for staff, and increases operational costs because of constant repair

needs. Constructing a new, permanent structure that complies with building code and AODA standards will ensure that all community members can receive expected levels of service at the Environmental Centre and will reduce risk to the

City because health and safety hazards have been minimized.

112



Environmental Centre Safety Renovation - Main Building



Const - Year 1Operations 200,000 0 0 0 0 200,000 0 0 0 0 0 0 0 0

200,000 0 0 0 0 0 0 200,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Renovation of the main entry and reception area in the Environmental Centre Main Building including interior modifications, automatic doors and a safety barrier.

The main building at the Environmental Centre is designed in a way that presents health and safety risks to staff and visitors at both locations. The reception area of the main building is open to the public, which allows unauthorized

persons to enter staff areas; furthermore, the front doors are manually operated, which poses challenges for persons with mobility issues. Construction of a barrier between the reception and public areas would reduce the danger of

unauthorized entry to staff areas, while installation of automatic doors would satisfy AODA requirements for accessibility in public areas and foster a more inclusive community environment. These renovations are expected to improve

customer service, accessibility, and worker safety.

113



Facility High Security Upgrade Program





85,000 0 0 0 0 0 0 85,000 0 Year Total 0 0 0 0 0



75,000 0 0 0 0 0 0 75,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Upgrade all of the City facilities' building and site security through the installation of a patented high security key system and the installation of increased number of electronic access controls as required. Included is a Security Vulnerability

Study update for City facilities to identify gaps in our key system, process improvements with respect to key/access control, and recommendation and prioritization of the upgrades required.

Through business continuity planning it was identified by a security consultant that the existing corporate key system is not fully implemented and there is the potential risk of a breach in security at a number of facilities and other critical

infrastructure such as wells. It is highly advised that the corporation re-examine its key and access control systems and the processes around the assignment, use, return of keys/cards/fobs and quickly implement measures to eliminate

any risk of security breach. The proposed work is intended to be completed in two phases; first, upgrade of security at Corporate Facilities including the SWTP and WwTF in 2016, followed by Recreation Facilities in 2017.

114



Facility Lighting Upgrade Program



Capital PurchasesAdministration 55,000 0 0 0 0 55,000 0 0 0 14-17-3075-1705 0 0 0 0 0

55,000 0 0 0 0 0 0 55,000 0 Year Total 0 0 0 0 0


Capital PurchasesAdministration 70,000 0 0 0 0 70,000 0 0 0 14-17-3075-1705 0 0 0 0 0

70,000 0 0 0 0 0 0 70,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of T12 fluorescent light bulbs with energy efficient fixtures in parking levels P1 and P2 at City Hall, the Collier Street Parkade, and the Operations Centre in 2015; Police Headquarters and Parkview Community Centre in

2016; and the Waste Management Facility and the main library in 2017.

City facilities currently use a variety of lighting fixtures and bulbs, most of which are inefficient and/or being phased out of production due to their energy inefficiency. Energy audits for City Hall, the Operations Centre, the main library, the

Waste Management Facility, and Police Headquarters all identified opportunities for lighting savings that could be achieved using modern T8 fixtures; savings have also been identified for conversion of the Parkade to LED lighting, while

Parkview Community Centre alternatives will be estimated by staff. The recommended approach includes conversion to LED fixtures over three years to maximize the useful life of existing lighting and allow the most cost effective projects

to proceed first; bulbs removed from the Operations Centre and City Hall P1/P2 in 2015 can be used as spares in buildings that have not yet been converted. Lighting upgrades like these often provide the most straight-forward energy

efficiency solution: reduced energy consumption leads to cost avoidance; and longer lifecycles of LED lights lead to cost savings in both capital and operational/maintenance investment, with an anticipated return on investment within 4.5

years for the project.

115



Fire Station 4 Apparatus Bay New Concrete Pads



Const - Year 1Protection 100,000 0 0 0 0 100,000 0 0 0 0 0 0 0 0

100,000 0 0 0 0 0 0 100,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Cut and removal of existing failing asphalt at apparatus bay entries and replacement with structural concrete pads.

Station 4 requires cement pads poured at the fire truck entrances and exits . The asphalt is deteriorating from the heavy trucks going in and out of the bays. Cement at the entrance and exits assists in getting the large trucks in and out

quickly and reduces tripping hazards and has a significantly longer life span. This space benefits the City by housing City of Barrie fire fighters and equipment that protects the residents from fire and other emergencies.

116



Fire Station 6 New Building Development



Pre-DesignProtection 60,000 0 0 0 60,000 0 0 0 0 0 0 0 0 0

60,000 0 60,000 0 0 0 0 0 0 Year Total 0 0 0 0 0


DesignProtection 0 0 0 0 250,000 0 0 0 0 250,000 0 0 0 0

0 0 250,000 0 0 0 0 0 0 Year Total 250,000 0 0 0 0


Capital PurchasesProtection 0 0 0 0 46,000 0 0 0 0 46,000 0 0 0 0

Const - Year 1Protection 0 0 0 0 4,380,000 0 0 0 0 4,380,000 0 0 0 0

0 0 4,426,000 0 0 0 0 0 0 Year Total 4,426,000 0 0 0 0


Const - Year 2Protection 0 0 0 0 481,000 0 0 0 0 481,000 0 0 0 0

0 0 481,000 0 0 0 0 0 0 Year Total 481,000 0 0 0 0

Project Description

Rationale

The development of a new Barrie Fire & Emergency Service Station 6 to serve the Hewitt's Secondary Plan area. Would include at a minimum two apparatus bays, accommodation for two crews, male and female quarters, and provision

for Fire Prevention Officers.

The City as per Council direction will strive to develop/provide essential services in advance of build-out of future development areas. Station 6 that is planned to be located in the Mapleview Rd. and Prince William Way area will service

the Hewitt's Secondary Plan Area. The Barrie Fire and Emergency Service has to have its services in place prior to the start of building to be able to service the planned developments. The existing stations cannot meet the needs of the

annexed land area. A staff report will be prepared that will identify further details including schedule, capital and operating costs, and scope. Capital costs include obtaining property, design, construction, utilities, and fit-out. The Fire

Master Plan - Update 2014- 2023 was prepared in response to the ongoing review of the Plan and due to the 2010 Annexation of southerly lands. One of the Intermediate Term Goals (3-5 Years) 2016-2018 identified is to construct

Station 6. As identified in the Fire Master Plan - Update 2014-2023, the following criteria were defined: a minimum of 2 apparatus bays; facilities for 2 operating crews; and provisions for Fire Prevention Officers.

117



First Responders Campus New Buildings, Infrastructure and Site



DesignAdministration 500,000 0 0 0 240,000 260,000 0 0 0 14-17-3075-1564 0 0 0 0 0

500,000 0 240,000 0 0 0 0 260,000 0 Year Total 0 0 0 0 0


DesignAdministration 500,000 0 0 0 240,000 260,000 0 0 0 14-17-3075-1564 0 0 0 0 0

500,000 0 240,000 0 0 0 0 260,000 0 Year Total 0 0 0 0 0


Const - Year 1Administration 0 0 0 0 9,120,000 1,430,000 8,450,000 0 0 14-17-3075-1564 19,000,000 0 0 0 0

0 0 9,120,000 0 0 0 0 1,430,000 8,450,000 Year Total 19,000,000 0 0 0 0


Const - Year 2Administration 0 0 0 0 14,160,000 1,190,000 14,150,000 0 0 14-17-3075-1564 29,500,000 0 0 0 0

0 0 14,160,000 0 0 0 0 1,190,000 14,150,000 Year Total 29,500,000 0 0 0 0


Const - Year 3Administration 0 0 0 0 13,068,000 0 14,157,000 0 0 14-17-3075-1564 27,225,000 0 0 0 0

0 0 13,068,000 0 0 0 0 0 14,157,000 Year Total 27,225,000 0 0 0 0

Project Description

Rationale

Development of a single site for the Barrie Police Service; City of Barrie Roads, Parks and Fleet Department; and Simcoe County Emergency Medical Services (EMS), including design and construction of site works, infrastructure, and

shared building facilities.

Emergency service providers and the City's Roads, Parks and Fleet department are currently located throughout Barrie and the surrounding area, with Simcoe County EMS based in Midhurst. This results in longer response times and less

effective cooperation between groups, leading to reduced levels of service to the community, due to communication and organizational challenges. Staff Report RFT006-13 was prepared for Council and described the approach for an

integrated First Responders Campus for multiple emergency agencies; this will provide higher levels of service to the community by better coordinating emergency response, and achieve cost efficiencies through facility sharing. Ensuring

rapid response times and effective collaboration of first responders will minimize risks to the public associated with emergency events, both at present and in the future as development of the annexed lands occurs.

118



Hewitt Community Centre New Building Development



Pre-DesignRecreation 100,000 0 0 0 90,000 10,000 0 0 0 0 0 0 0 0

100,000 0 90,000 0 0 0 0 10,000 0 Year Total 0 0 0 0 0


DesignRecreation 0 0 0 0 540,000 60,000 0 0 0 600,000 0 0 0 0

0 0 540,000 0 0 0 0 60,000 0 Year Total 600,000 0 0 0 0


DesignRecreation 0 0 0 0 270,000 30,000 0 0 0 300,000 0 0 0 0

0 0 270,000 0 0 0 0 30,000 0 Year Total 300,000 0 0 0 0


Const - Year 1Recreation 0 0 0 0 27,000,000 3,000,000 0 0 0 30,000,000 0 0 0 0

0 0 27,000,000 0 0 0 0 3,000,000 0 Year Total 30,000,000 0 0 0 0


Const - Year 2Recreation 0 0 0 0 27,038,700 0 3,004,300 0 0 30,043,000 0 0 0 0

0 0 27,038,700 0 0 0 0 0 3,004,300 Year Total 30,043,000 0 0 0 0

Project Description

Rationale

Development and construction of a new community centre in the Hewitt's Creek Secondary Plan area that is based on the Holly Community Centre model as per the 2013 Parks & Recreation Growth Strategy (July 9, 2013).

The 2010 Master Plan identified that a new twin pad arena was needed around the year 2016. The recent Parks & Recreation Growth Strategy (July 9, 2013) recommends a new community centre be constructed in the Hewitt's Area

between 2017 and 2021. This is based on an analysis of population forecasts, service level targets and needs assessments. A detailed feasibility study will be undertaken with a business case presented to Council for approval prior to any

further phases being undertaken. The business case would present recommendations with respect to capital costs, operating costs and models, design intent, and project delivery options.

119



Hewitts Creek Branch Library New Development



Pre-DesignLibrary 60,000 0 0 0 54,000 6,000 0 0 0 0 0 0 0 0

60,000 0 54,000 0 0 0 0 6,000 0 Year Total 0 0 0 0 0


DesignLibrary 0 0 0 0 261,000 29,000 0 0 0 290,000 0 0 0 0

0 0 261,000 0 0 0 0 29,000 0 Year Total 290,000 0 0 0 0


DesignLibrary 0 0 0 0 108,000 12,000 0 0 0 120,000 0 0 0 0

0 0 108,000 0 0 0 0 12,000 0 Year Total 120,000 0 0 0 0


Const - Year 1Library 0 0 0 0 4,383,000 487,000 0 0 0 4,870,000 0 0 0 0

0 0 4,383,000 0 0 0 0 487,000 0 Year Total 4,870,000 0 0 0 0


Capital Purchaseslibrary 0 0 0 0 1,437,300 159,700 0 0 0 1,597,000 0 0 0 0

Const - Year 2Library 0 0 0 0 486,900 54,100 0 0 0 541,000 0 0 0 0

0 0 1,924,200 0 0 0 0 213,800 0 Year Total 2,138,000 0 0 0 0

Project Description

Rationale

The construction of a second Branch Library, planned to be co-located with the proposed new Hewitt's Community Centre, to serve the Hewitt's Secondary Plan area.

The Branch Library has been identified as a need in the Library Master Plan and is needed as it enriches the economic, social and cultural vitality of our community by opening doors to lifelong learning. It is a vital service provider in the

community of Barrie. The public library is a catalyst for imagination, a conduit to information and the cornerstone of the community. With the arrival of the digital age and the natural evolution of our wonderful city, the role of the Barrie

Public Library has continued to evolve. We support the joy of reading and discovery, which contribute to the economic and cultural life of the city. The Library enables greater opportunities at work and school for our residents, provides vital

public space and ensures all Barrie residents have access to books in all their forms, for all their needs. Phase 1 in 2016 is a Feasibility Study that will be completed in conjunction with the feasibility study for the community centre to be

reported back to Council prior to proceeding with any future phases.

120



Holly Community Centre Pool Tank Rehabilitation




75,000 0 0 0 0 0 0 75,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Remove and replace aging cement-based grout that has deteriorated in the large and small pools with a new industry standard epoxy grout.

Cement-based grout is porous and allows water penetration which is the root cause of the grout failing; this is advanced when combined with high pool use. Holly Community Centre has very high bather counts and the cement-based

grout has failed in advance of its expected useful life of 10 years. This presents a public safety risk with exposed tile edges being sharp and causing injury to users and if spread over a wider area could require shutdown of the pool and a

loss of revenues. Historically, costly repairs have been completed during the annual pool shut down. The current recommendation is to remove all cement-based grout in the pools and replace it with the new standard epoxy grout that

has a longer useful life, is chemical resistant with less maintenance requirements, and is water proof and does not allow mold or bacteria growth. The work would be completed during the June 2016 shutdown to minimize impact to the

community and reduce the financial loss associated with shutting down the pool to perform work at other times of the year.

121



Marina Bayfield Basin Area Upgrade



DesignRecreation 75,000 0 0 75,000 0 0 0 0 0 0 0 0 0 0

Const - Year 2Recreation 725,000 0 0 725,000 0 0 0 0 0 0 0 0 0 0

800,000 0 0 800,000 0 0 0 0 0 Year Total 0 0 0 0 0

Project Description

Rationale

Demolition of the existing concrete wharf and replacement of the existing docking system in the Bayfield Basin to increase the capacity of the transient docks and accommodate a higher number of larger boats (i.e. over 30' in length).

Includes repairs to the existing shore wall system.

The area of the Marina at the south terminus of Bayfield Street, known as the Bayfield Basin, includes concrete and wooden transient docks; a docking area for commercial or chartered boats; and the former Sea Cadet facility and storage

building. The concrete dock has reached the end of its lifespan due to ongoing physical deterioration, and the underlying steel structure and concrete steps are in similarly poor condition. This poses health and safety risks to users and

limits the City's ability to accommodate boating tourism. The Marina Strategic Plan recommends replacement of the dock with wooden finger docks to increase capacity; coupled with installation of solar-powered power pedestals, this will

allow the City to provide more and higher levels of service to visitors while also generating increased revenue through rentals.

122



Operations Centre Carbon Monoxide Detectors and Alarm System Replacement

Legislated1111Project # Intake Form # Project Type



50,000 0 0 0 0 0 0 50,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the existing non-functioning carbon monoxide detectors and alarm system at the Ferndale Operations Centre.

The existing carbon monoxide Detectors and alarm system are not functioning and are required to be replaced to be compliant with the Occupational Health and Safety Act. With the fleet storage adjacent to occupied spaces it is critical

this system is functioning to prevent any risk of injury to staff.

123



Operations Centre Domestic Hot Water Tank Replacement




55,000 0 0 0 0 0 0 55,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of a 20 year-old domestic hot water tank, including the addition of a low pressure/high volume hose connection to the tank for vehicle cleaning touch-ups after the vehicles have gone through the new automatic wash bay.

The Operations Centre was originally built in 1972 and is therefore approximately 40 years old. A series of boilers supply hot water to the facility's occupants and support the facility's work function, such as the cleaning of large equipment.

The hot water tanks proposed for replacement are used for the domestic easterly hot water loop and the low pressure/high volume hoses in support of the wash bay. These boilers are approaching 20 years of age and therefore are about

to exceed the typical 15-20 years life expectancy for this type of equipment. A similar 20 year old hot water tank at the Ferndale Operations Facility was replaced in 2015 due to failure as an unplanned expenditure. It was found that the

bottom of the tank was severely corroded. As the inside of these tanks are inaccessible, it is suspected that the easterly tank would have similar corrosion damage. An analysis will be undertaken to ensure that an appropriately sized tank

is selected including a review of potential of alternate technologies, i.e..solar. Replacement of the tank will assist in ensuring the continuous supply of hot water in the facility.

124



Operations Centre New Bulk Water Station Ice Melting Pad



DesignOperations 15,000 0 0 0 0 15,000 0 0 0 0 0 0 0 0

15,000 0 0 0 0 0 0 15,000 0 Year Total 0 0 0 0 0


Const - Year 1Operations 0 0 0 0 0 40,000 0 0 0 40,000 0 0 0 0

0 0 0 0 0 0 0 40,000 0 Year Total 40,000 0 0 0 0

Project Description

Rationale

Construction of a new heated asphalt pad and a new catch basin tied in to an existing outlet for the existing bulk water filling station.

The Operations Centre Occupational Health & Safety Committee has identified a City and external contractor worker safety hazard with the winter use of the existing bulk water filling station that needs to be corrected. During the winter

months, water spilling while filling trucks is creating ice build-up and unsafe surface conditions. Originally it was tried to control the risk with staff salting the area but it could not be maintained adequately with limited staffing. If the Ice

Melting Pad is not constructed, there is a risk of losing annual revenues of external service contractors unable to utilize the bulk water filling station, totaling $45,000.

125



Operations Centre New Paint and Flammables Storage Building




300,000 0 0 0 0 0 0 300,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Supply and installation of a paint and flammables storage building, including ventilation equipment, foundations, and specialty equipment.

Current practices of storing paint and flammables at the Operations Centre do not comply with current legislation for paint and flammables storage - Ontario Fire Code, Part 4 and the Ground Source Water Protection legislation. The City

is currently carrying higher risk associated with personal safety and environmental damage as a result of the state of storage at the Operations Centre; if permanent mitigation measures are not initiated, this situation of elevated risk will

continue.

126



Parkview Community Centre Retaining Wall Repair



Const - Year 1Recreation 65,000 0 0 0 0 65,000 0 0 0 14-17-3341-1782 0 0 0 0 0

65,000 0 0 0 0 0 0 65,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Full replacement of the failed wood retaining wall with an engineered pre-cast wall system in the lower parking lot at Parkview Community Centre.

The existing retaining wall is structural in nature and supports the upper parking lot. A structural engineering consultant review has identified that the retaining wall presents a public safety risk, and recommended the wall be replaced due

to its advanced deterioration. This project must be completed to ensure the health and safety of the public, seniors and staff.

127



Police Services 79 Bell Farm Road Site Grading Repair




30,000 0 0 0 0 0 0 30,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Modify the site grading around the existing building to ensure positive drainage preventing further stormwater runoff from entering the facility.

The building at 79 Bell Farm Road is occupied by the Barrie Police Services with a portion of the facility used for secure evidence storage. Police Services have experienced runoff entering the facility and future storm events could

potentially cause damage to the evidence that is stored in the building and lead to Occupational Health and Safety risks due to the presence of mould.

128



Queen's Park Washroom Building Renovation



Const - Year 1Recreation 400,000 0 0 0 0 0 0 0 0 0 400,000 0 0 0

400,000 0 0 0 0 0 0 0 0 Year Total 0 400,000 0 0 0

Project Description

Rationale

Renovation of the Queen's Park washroom building, including roof framing repair and steel roof replacement; siding replacement; brick repair; soffit and fascia replacement; mechanical ventilation; low flow plumbing fixtures; backflow

preventers; door and frame replacement; and electrical system upgrades.

A Building Condition Assessment has identified that the existing washroom facility is in poor physical condition, and needs multiple updates and repairs to satisfy safety requirements for public spaces. The roof is leaking, causing interior

water damage, and fixtures can no longer be repaired as replacement parts are not available. Older plumbing and electrical systems are not water or energy efficient, increasing operating costs associated with the washroom. Repair and

replacement of the roof and exterior envelope of the building, as well as upgrades to the ventilation, electrical, and plumbing systems, will return the washroom to the level of service residents expect of community parks. It will ensure the

safety of public and staff who use or maintain the building, and reactive maintenance needs will decrease.

129



Spirit Catcher Commercial Complex New Development



Pre-DesignRecreation 50,000 0 0 50,000 0 0 0 0 0 0 0 0 0 0

50,000 0 0 50,000 0 0 0 0 0 Year Total 0 0 0 0 0


DesignRecreation 0 0 0 50,000 0 0 0 0 0 50,000 0 0 0 0

0 0 0 50,000 0 0 0 0 0 Year Total 50,000 0 0 0 0

Project Description

Rationale

Development of a new city/commercial facility on the site of the existing Sea Cadets facility.

The Spirit Catcher Commercial Complex will be an integrated facility that provides opportunities for commercial ventures and a licensed restaurant, and provides a support space for the City Marina within the Bayfield Basin. It has been

identified in the Waterfront and Marina Strategic Plan endorsed by Council via Motion 15-G-129 at the current location of the Sea Cadets Building. This will provide a venue for those wanting to enjoy the beautiful view of Kempenfelt Bay

and the newly expanded Bayfield Basin dockage. There will be a component of the Complex that serves transient, seasonal boaters, and future commercial boat operators. Opportunities will be investigated for integrated use to support

potential winter activities. The 2016 pre-design phase will include a Feasibility Study to be reported back to Council prior to any future phases proceeding.

130



Temporary New BFES Training Facility




270,000 0 0 0 0 0 0 270,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Development of the interim training facility property. The project includes civil works that are required for safe access and use of the site, and the purchase of sea containers and assorted technical rescue training props.

The fire department requires a facility for the express purpose of training firefighters. The objective is to purchase sea containers, assorted technical rescue training props and build a small facility to allow firefighters to train on rope and

confined space rescue, extrication, live fire training, fire ground training, hazardous materials, trench rescue, self rescue, rappelling, search and rescue techniques, fire extinguishment and high-rise rescue techniques. The Fire Master

Plan identifies the need for a training facility with a projected date of 2021. However land has now been leased in order to provide a new temporary training facility as per Staff Report FES-001-15. Since 2002, BFES service delivery levels

have been greatly expanded to enhance the lifestyles that Barrie residents have come to expect. One example is the enhanced medical intervention our firefighters have been trained to deliver. Barrie firefighters are expected to provide

the same type and number of rescue services that the City of Toronto provides with much fewer personnel. Practical training, such as survival training, is a necessity on a regular basis. The program requires a maze and a two story

structure in order to satisfy proper training requirements. Creating such a structure with sea containers is feasible and will suffice until such a time as a proper permanent training facility is built. Such containers may be configured for

high-rise, fire suppression, high angle and firefighter survival training opportunities. This project would include training props, sea containers, fencing, concrete pads for auto extrication and gravel ring road. The training props could later be

used at the permanent facility. As the need to provide quality and enhanced services grows, so too is the need to continually train and have a sustainable training facility to ensure the City's firefighters maintain competency levels required

by legislation and standards. The lack of a suitable training site exposes the firefighters to potential injuries or worse as they are not able to hone their skill sets. Under the H&S Act, the Corporation would be liable for failure to properly

train its firefighters. Motion 15-G-004 approves the Lease of the property and the Permanent Training Facility is anticipated to be on-line in 6 years, pending Council approval of the work. The temporary training facility budget is $270,000.

It is viable since the BFES will be 6 years at the Facility; with expected annual cost savings of $45,000, the project is expected to be cost neutral over the 6 year span with total cost savings equal to the initial investment.

131



Waterfront Centre / Sea Cadet New Building



Pre-DesignRecreation 50,000 0 0 50,000 0 0 0 0 0 0 0 0 0 0

50,000 0 0 50,000 0 0 0 0 0 Year Total 0 0 0 0 0


DesignRecreation 0 0 0 200,000 0 0 0 0 0 200,000 0 0 0 0

0 0 0 200,000 0 0 0 0 0 Year Total 200,000 0 0 0 0

Project Description

Rationale

Development of a new Sea Cadets facility that is envisioned to be co-located with other city partners and private ventures involved in water sports and sports tourism on the Southshore.

The Waterfront Centre is planned to raise the profile of watersports events, activities and operators in Barrie and in Kempenfelt Bay. It has been identified in the Waterfront and Marina Strategic Plan endorsed by Council via Motion

15-G-129 as a major component in the success of the Waterfront. It is the preferred new home for the Sea Cadets but also home to other water tourism users (sailing school, dragon boats, non-power rental operators, diving paddle

boarding, kite surfing, kayaking, wind-surfing, etc.). It will also allow for the expansion of the Barrie Rowing Club and increased competitive (club and high school) rowing. This will include waterfront commercial opportunities that are

complementary to the sports tourism uses such as a café / bar. Note that the power operators (e.g.. wakeboarding, fishing charters) would continue operating out of the marina and the new "Welcome Centre" would be located on the

South Shore as the central focus of a water sports & tourism area. In doing so, the separation will improve safety. The location was also selected to allow the shift of the programming out of the main Waterfront area. This has then allowed

for increased parking as the facility users will not be parking at the main waterfront. The City is working with various Partners to consider potential fundraising opportunities. The 2016 pre-design phase will include a Feasibility Study to be

reported back to Council prior to any future phases proceeding.

132

Information Technology Department Project Report

Application Services

Archibus Technology Program

Corporate Need1733 518Project # Intake Form # Project Type


Capital PurchasesSoftware 55,000 0 0 0 0 55,000 0 0 0 14-11-1302-1733 0 0 0 0 0

55,000 0 0 0 0 0 0 55,000 0 Year Total 0 0 0 0 0


Capital PurchasesSoftware 0 0 0 0 0 25,000 0 0 0 14-11-1302-1733 25,000 0 0 0 0

0 0 0 0 0 0 0 25,000 0 Year Total 25,000 0 0 0 0



0 0 0 0 0 0 0 55,000 0 Year Total 55,000 0 0 0 0



0 0 0 0 0 0 0 25,000 0 Year Total 25,000 0 0 0 0



0 0 0 0 0 0 0 55,000 0 Year Total 55,000 0 0 0 0

Project Description

Rationale

On-going maintenance and expansion of Archibus technology system including software updates from Archibus with mobility and interfaces to BIM and ArcGIS and to introduce the ISO 55000 maintenance strategy within Archibus and

Facility Operations to assist with more strategic asset spending to provide the highest level of service with lower cost.

The current Archibus version is at end of life and new functionality including mobility is required. The new version of Archibus will provide enhanced mobility and interface with other departments and technological solutions. The Archibus

technology system is the Computerized Maintenance Management System (CMMS) used by Corporate Facilities used for managing assets and expanded to include Environmental and Recreation Facilities in 2014 - 2015. The proposed

Archibus technology system upgrades will provide a more cohesive solution for maintaining the City's assets by providing long term life cycle costs used to make better decisions. This program contributes to satisfying a Corporate

Technology Strategy objective and will strengthen Barrie's financial condition.

133



Citizen Relationship Management (CRM) Solution

Corporate Need448Project # Intake Form # Project Type


Capital PurchasesSoftware 50,000 0 10,000 0 0 27,500 0 0 2,500 0 0 10,000 0 0

50,000 0 0 0 10,000 0 2,500 27,500 0 Year Total 0 0 10,000 0 0



350,000 0 0 0 70,000 0 17,500 192,500 0 Year Total 0 0 70,000 0 0



250,000 0 0 0 50,000 0 12,500 137,500 0 Year Total 0 0 50,000 0 0



100,000 0 0 0 20,000 0 5,000 55,000 0 Year Total 0 0 20,000 0 0



100,000 0 0 0 20,000 0 5,000 55,000 0 Year Total 0 0 20,000 0 0

Project Description

Rationale

This project focuses on the implementation of a technology solution to enabling the Corporation to centrally and electronically manage all of its customers. The need for this system is identified and further defined in the City's Corporate

Technology Strategy and its Customer Service Plan. This new CRM system will manage customer complaints, requests and interactions as a single point of reference for all customer data.

The CRM is required to enable the customer Contact Centre and capture all citizen interactions while improving customer service and supporting the service model as defined in the Customer Service Plan. The CRM will act as a single

point of citizen and customer information; as the hub of the City's customer data, it will provide the knowledge and automation for fast and efficient customer service. As an economic development tool the CRM will enable exceptional

relationships critical to economic growth within the City of Barrie.

134



Cityworks Technology Program



Capital PurchasesSoftware 685,000 0 50,000 0 0 0 0 0 0 14-11-1302-1617 0 317,500 317,500 0 0

685,000 0 0 0 50,000 0 0 0 0 Year Total 0 317,500 317,500 0 0


Capital PurchasesSoftware 460,000 0 60,000 0 0 0 0 0 0 14-11-1302-1617 0 200,000 200,000 0 0

460,000 0 0 0 60,000 0 0 0 0 Year Total 0 200,000 200,000 0 0


Capital PurchasesSoftware 100,000 0 10,000 0 0 40,000 0 0 0 14-11-1302-1617 0 0 50,000 0 0

100,000 0 0 0 10,000 0 0 40,000 0 Year Total 0 0 50,000 0 0


Capital PurchasesSoftware 0 0 10,000 0 0 40,000 0 0 0 14-11-1302-1617 100,000 0 50,000 0 0

0 0 0 0 10,000 0 0 40,000 0 Year Total 100,000 0 50,000 0 0


Capital PurchasesSoftware 0 0 20,000 0 0 80,000 0 0 0 14-11-1302-1617 200,000 0 100,000 0 0

0 0 0 0 20,000 0 0 80,000 0 Year Total 200,000 0 100,000 0 0

Project Description

Rationale

On-going maintenance and expansion of Cityworks technology system in alignment with the corporate GIS program, mobility strategy, and integrate with other enterprise and business applications systems.

This program results from the recommended solutions provided through two consultant reports to expand the Cityworks technology system to three new areas of the City's operation as well as integrate with the new ERP system (SAP).

The Cityworks technology system will be deployed to the field to reduce paper based work order processes. The on-going maintenance component of the program addresses the replacement schedules for the existing system to maintain

the software support cycles as licenses require.

135



External Web Site Technology Program




100,000 0 0 0 0 0 0 100,000 0 Year Total 0 0 0 0 0



0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0



0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0



0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0



0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0

Project Description

Rationale

Enhance the City of Barrie's external web site and increase the available eServices, enabling the continuous improvement of our customer service.

Upgrading the City’s external web site software platform is required in order to support the software lifecycle of the vendor and industry best practices recommend continuous upgrades to corporate web sites and related technology. This

program will improve the ability to provide new features and functionality on City's external web site and will enable the digitization of processes as per the Corporate IT Strategy including additional eServices which will enhance customer

service and make the City internally more efficient.

136



Land and Growth Management Solution




690,000 0 0 0 0 0 0 690,000 0 Year Total 0 0 0 0 0



300,000 0 0 0 0 0 0 300,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Implement a land and growth management solution to automate planning, inspections, licensing, manage the City's rapid growth, and to support the development of the City's annexed lands.

This project implements the technology and processes required to develop the annexed lands in a timely manner. The software will automate and standardize the processes across Planning, Engineering and Building. Implementing a land

and growth management solution will automate the processing of development charges, planning, inspections, and licenses, as well as enable the ability to focus on continuous improvement in the automation of the City's growth and land

development processes. The project will utilize existing software and server infrastructure.

137



Server and Desktop Software Program




500,000 0 0 0 0 0 0 500,000 0 Year Total 0 0 0 0 0



0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0



0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0



0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0



0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0

Project Description

Rationale

Corporate wide program for the annual licensing renewal of the City's server and desktop software. This program includes a range of corporate software applications that require yearly renewal (e.g. Microsoft and Adobe products).

Annual renewal of server and desktop software licences are required in part through an existing contractual obligation with various vendors including Microsoft which require payments in 2015 and 2016, and a new agreement

recommended in 2017 for another three year commitment. These license bundles offer volume pricing discounts, timely upgrades, and access to support.

138


Technology Services

City of Barrie New Wireless Connectivity Solution

Corporate Need403Project # Intake Form # Project Type


Pre-DesignNetwork

Equipment

75,000 0 0 0 0 75,000 0 0 0 0 0 0 0 0

75,000 0 0 0 0 0 0 75,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

City of Barrie Wireless Connectivity program will initiate an RFI to build a city wide high speed wireless network to support the City's field workers and build the technical infrastructure towards a smart city.

In support of the City's strategic plan this project will provide the City of Barrie with the means to implement a city wide wireless solution that would assist in the building of a global startup community, eliminating obstacles to business

growth, attract and retain talented workforce and embrace innovation to improve how we do business. A city wide wireless solution would also ensure City staff have anywhere anytime access to corporate information required in their

service delivery to the community.

139


Technology Services

Corporate Audio Visual Technology Infrastructure Program



Capital PurchasesNetwork

Equipment

60,000 0 0 0 0 60,000 0 0 0 14-11-1303-1734 0 0 0 0 0

60,000 0 0 0 0 0 0 60,000 0 Year Total 0 0 0 0 0



Equipment

0 0 0 0 0 40,000 0 0 0 14-11-1303-1734 40,000 0 0 0 0

0 0 0 0 0 0 0 40,000 0 Year Total 40,000 0 0 0 0



Equipment

0 0 0 0 0 20,000 0 0 0 14-11-1303-1734 20,000 0 0 0 0

0 0 0 0 0 0 0 20,000 0 Year Total 20,000 0 0 0 0



Equipment

0 0 0 0 0 60,000 0 0 0 14-11-1303-1734 60,000 0 0 0 0

0 0 0 0 0 0 0 60,000 0 Year Total 60,000 0 0 0 0



Equipment

0 0 0 0 0 40,000 0 0 0 14-11-1303-1734 40,000 0 0 0 0

0 0 0 0 0 0 0 40,000 0 Year Total 40,000 0 0 0 0

Project Description

Rationale

The City's Corporate Audio Visual Technology Infrastructure Program replaces older audio and visual equipment with modern equipment with additional functionality at a lower cost to operate and support. This program will also provide

the audio and visual equipment being driven by the City's APLI project providing Building, Planning and Engineering departments with modern technology for electronic plans review as the City moves toward fully automated and paperless

workflow in the delivery services to the community.

The City utilizes various audio and visual technologies ranging from desktop monitors, projectors, sound systems and presentation equipment. This program supports the replacement of aged visual equipment deployed throughout the

City's offices and meeting rooms, with newer more energy efficient, functional and reliable devices. This program also promotes the expansion of current communications methods like unified communications (instant messaging) and

virtual meeting rooms technology reducing traveling time/costs while increasing staff productivity.

140


Technology Services

Corporate Communications Technology Infrastructure Program



Capital PurchasesTelephone

System

250,000 0 0 0 0 250,000 0 0 0 14-11-1303-1612 0 0 0 0 0

250,000 0 0 0 0 0 0 250,000 0 Year Total 0 0 0 0 0


Capital PurchasesTelephone

System

0 0 0 0 0 250,000 0 0 0 14-11-1303-1612 250,000 0 0 0 0

0 0 0 0 0 0 0 250,000 0 Year Total 250,000 0 0 0 0

Project Description

Rationale

Renewal and maintenance of the City’s corporate communications infrastructure including hardware upgrades, accessories (handsets, soft phones, headsets), and IP gateways to meet the City's voice and data communication needs.

This program will allow for integration into Voice over IP (VoIP), Unified Communication and Virtual Communication solutions.

Several components of the existing communication infrastructure are beyond their useful life. Renewal and maintenance of the City’s corporate communications infrastructure is required to sustain level of service. Additionally, the

opportunity to replace all digital communication infrastructures with an IP based solution will reduce the risk of failure and satisfy the City's future communication needs.

141


Technology Services

Corporate Imaging Technology Infrastructure Program



Capital PurchasesPrinters 150,000 0 0 0 0 150,000 0 0 0 14-11-1303-1613 0 0 0 0 0

150,000 0 0 0 0 0 0 150,000 0 Year Total 0 0 0 0 0


Capital PurchasesPrinters 0 0 0 0 0 100,000 0 0 0 14-11-1303-1613 100,000 0 0 0 0

0 0 0 0 0 0 0 100,000 0 Year Total 100,000 0 0 0 0



0 0 0 0 0 0 0 100,000 0 Year Total 100,000 0 0 0 0



0 0 0 0 0 0 0 100,000 0 Year Total 100,000 0 0 0 0



0 0 0 0 0 0 0 100,000 0 Year Total 100,000 0 0 0 0

Project Description

Rationale

The City's Corporate Imaging Technology Infrastructure Program replaces document imaging hardware five years and older with modern imaging solutions that are more efficient and are lower in cost to operate and support.

Corporate imaging technology infrastructure renewal is required based on the industry standard, 5 year replacement cycle to reduce the risk of failure. Imaging systems (print, scan, fax, and copy functionality) are used by over 75% of staff

to produce a variety of documents in varying formats, colours, and sizes for public distribution, City staff use, reporting, billing, and records management.

142


Technology Services

Corporate PC Technology Infrastructure Program



Capital PurchasesDesktop

Computers

400,000 0 0 0 0 400,000 0 0 0 14-11-1303-1614 0 0 0 0 0

400,000 0 0 0 0 0 0 400,000 0 Year Total 0 0 0 0 0



Computers

0 0 0 0 0 400,000 0 0 0 14-11-1303-1614 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Computers

0 0 0 0 0 400,000 0 0 0 14-11-1303-1614 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Computers

0 0 0 0 0 400,000 0 0 0 14-11-1303-1614 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Computers

0 0 0 0 0 400,000 0 0 0 14-11-1303-1614 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0

Project Description

Rationale

The City's Corporate Personal Computer Technology Infrastructure Program includes Desktop and Laptop computers used by all City Staff. This program refreshes desktop and laptop computers every 3 years through a managed

corporate lease agreement until 2017.

Corporate PC Technology Infrastructure Program is managed through a corporate lease agreement paid annually through to 2017.

143


Technology Services

Enterprise Resource Planning Solution

Corporate Need1252 FIN0066Project # Intake Form # Project Type



Equipment

1,850,000 0 0 0 0 1,850,000 0 0 0 14-11-1302-1252 0 0 0 0 0

1,850,000 0 0 0 0 0 0 1,850,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

The Enterprise Resource Planning (ERP) Solution will support decision making by purchasing technology that will connect information about municipal programs and services. This solution will provide core financial functions that are

consistent and accurate.

A solution is required to strengthen the corporation's ability to share information between individuals and systems, increase staff productivity, support decision making, improve data reporting, and provide long term cost savings. The

proposed solution has 4 objectives. The first objective is to seamlessly connect information for use by both the public and management about program cost, quality, performance and service level to provide comprehensive, reliable and

detailed information about municipal programs and services. The second object is to improve productivity, accuracy and timeliness of core financial functions by providing real-time, online transaction processing and reporting capability.

The third objective is to ensure consistent, comprehensive authorization limits and spending controls throughout the Corporation to ensure accountability and control of resources. The fourth objective is to reduce or eliminate the need for

manual calculations based on incomplete data and improve decision making about program efficiency and acceptable financing plans.

144


Technology Services

Mobility Technology Program




260,000 0 0 0 0 0 0 260,000 0 Year Total 0 0 0 0 0



0 0 0 0 0 0 0 190,000 0 Year Total 190,000 0 0 0 0



0 0 0 0 0 0 0 260,000 0 Year Total 260,000 0 0 0 0



0 0 0 0 0 0 0 190,000 0 Year Total 190,000 0 0 0 0



0 0 0 0 0 0 0 260,000 0 Year Total 260,000 0 0 0 0

Project Description

Rationale

Activities include the replacement of existing and acquisition of new mobile devices and infrastructure to support business units in their delivery of services to the community.

The Corporate wide Mobility Technology program will enable and support the City's mobility initiatives. This project is a result of the approved Corporate Technology Strategy initiative to maintain corporate Mobile Device Management

Policies in alignment with current industry standards. The IT Department is recognizing the City's mobility technology needs and the benefits to the community with the introduction of GIS, ERP, APLI and CMMS.

145


Technology Services

Network Technology Infrastructure Program




Equipment

400,000 0 0 0 0 400,000 0 0 0 14-11-1301-1609 0 0 0 0 0

400,000 0 0 0 0 0 0 400,000 0 Year Total 0 0 0 0 0



Equipment

0 0 0 0 0 300,000 0 0 0 14-11-1301-1609 300,000 0 0 0 0

0 0 0 0 0 0 0 300,000 0 Year Total 300,000 0 0 0 0



Equipment

0 0 0 0 0 300,000 0 0 0 14-11-1301-1609 300,000 0 0 0 0

0 0 0 0 0 0 0 300,000 0 Year Total 300,000 0 0 0 0



Equipment

0 0 0 0 0 300,000 0 0 0 14-11-1301-1609 300,000 0 0 0 0

0 0 0 0 0 0 0 300,000 0 Year Total 300,000 0 0 0 0



Equipment

0 0 0 0 0 300,000 0 0 0 14-11-1301-1609 300,000 0 0 0 0

0 0 0 0 0 0 0 300,000 0 Year Total 300,000 0 0 0 0

Project Description

Rationale

The network technology infrastructure program includes the renewal and deployment of core devices and services associated with network switches, load balancers, firewalls, Wi-Fi access points and other network hardware across the

City's facilities and data centres required for the continued delivery of corporate data and voice communication.

Networking infrastructure renewal and improvements are required to meet performance requirements of the existing and upcoming technology projects. This program is based on a 5 year replacement cycle for all networking infrastructure

including switches, routers, load balancers and firewalls to reduce the risk of failure. Should the network infrastructure not be replaced and a hardware failure occurs, extended outages would be experienced by staff due to their inability to

access applications, data, and voice communications via the corporate network.

146


Technology Services

Public Safety Communications Technology Infrastructure Program




Equipment

340,000 0 0 0 0 240,000 0 0 100,000 14-11-1301-1610 0 0 0 0 0

340,000 0 0 0 0 0 100,000 240,000 0 Year Total 0 0 0 0 0



Equipment

0 0 0 0 0 200,000 0 0 100,000 14-11-1301-1610 300,000 0 0 0 0

0 0 0 0 0 0 100,000 200,000 0 Year Total 300,000 0 0 0 0



Equipment

0 0 0 0 0 140,000 0 0 100,000 14-11-1301-1610 240,000 0 0 0 0

0 0 0 0 0 0 100,000 140,000 0 Year Total 240,000 0 0 0 0



Equipment

0 0 0 0 0 220,000 0 0 220,000 14-11-1301-1610 440,000 0 0 0 0

0 0 0 0 0 0 220,000 220,000 0 Year Total 440,000 0 0 0 0



Equipment

0 0 0 0 0 220,000 0 0 220,000 14-11-1301-1610 440,000 0 0 0 0

0 0 0 0 0 0 220,000 220,000 0 Year Total 440,000 0 0 0 0

Project Description

Rationale

Barrie Police (BP) and Barrie Fire and Emergency Services (BFES) broadcast equipment is in continual need of replacement and expansion/upgrade to ensure continuity of service to the community.

BFES and Barrie Police rely on the City's public safety radio system for all fire and police dispatching and in-field communications. This project is necessary to maintain the broadcast equipment to ensure continuity of service to the

community.

147


Technology Services

Server and Storage Technology Infrastructure Program




Equipment

400,000 0 0 0 0 400,000 0 0 0 14-11-1301-1611 0 0 0 0 0

400,000 0 0 0 0 0 0 400,000 0 Year Total 0 0 0 0 0



Equipment

0 0 0 0 0 400,000 0 0 0 14-11-1301-1611 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Equipment

0 0 0 0 0 400,000 0 0 0 14-11-1301-1611 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Equipment

0 0 0 0 0 400,000 0 0 0 14-11-1301-1611 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0



Equipment

0 0 0 0 0 400,000 0 0 0 14-11-1301-1611 400,000 0 0 0 0

0 0 0 0 0 0 0 400,000 0 Year Total 400,000 0 0 0 0

Project Description

Rationale

The City's computing server and storage technology infrastructure program estimates a 60% growth of electronic files/data annually. Replacing old technology with new increases the City's capacity and ability to manage electronic

information.

The City's server and storage infrastructure hardware throughout City sites and data centres is renewed every three years aligning with industry best practices. Replacement and upgrade of server and storage technology infrastructure

(including physical and virtual servers) increases capacity and mitigates the risk of failure of the server and storage infrastructure.

148

Legislative & Court Services Department Project Report

Legislative Services

Mail Room Equipment Replacement - Postage Machine and Inserter/Stuffer



Capital PurchasesClerks 50,000 0 0 0 0 50,000 0 0 0 0 0 0 0 0

50,000 0 0 0 0 0 0 50,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the existing Postage Machine and the Inserter/Stuffer Machine with new equipment with enhanced functionality.

The replacement of the current mail equipment is crucial as the current equipment has passed its lifespan and maintenance costs will increase. As the Corporation grows, there is an increased demand on the inserter/stuffer services of

the Mail Room, due to an increase in mail communication. The purchase of new equipment will benefit the Corporation, as corporate mail will be processed more effectively and efficiently through reduced service disruptions, and the

enhancement of services provided including a bar code reader and a higher capacity on the inserter stuffer, especially for larger complex jobs.

149

Roads, Parks & Fleet Department Project Report

Fleet Services

100 Foot Aerial Platform Truck Replacement (05-5006) - BFES



Capital PurchasesSpecialized 300,000 0 0 0 0 300,000 0 0 0 0 0 0 0 0

300,000 0 0 0 0 0 0 300,000 0 Year Total 0 0 0 0 0


Capital PurchasesSpecialized 1,200,000 0 0 0 0 1,200,000 0 0 0 0 0 0 0 0

1,200,000 0 0 0 0 0 0 1,200,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Barrie Fire and Emergency Services 100 Foot Aerial Platform Truck (05-5006).

The vehicle is part of the front line apparatus operating out of Fire Station 1, which experiences a high volume of calls. It is in its eleventh year of operation, has reached the end of its lifecycle and is exceeding the recommended

cost/repair threshold. In future, operational and maintenance costs are anticipated to increase as more frequent breakdowns and longer down times are experienced, while service levels are anticipated to remain the same or decrease. At

the same time, risk assumed by the City will increase as physical condition continues to deteriorate and probability of failure becomes greater. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo,

do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend the existing remaining life of the aerial apparatus. Refurbishment was considered an option, but the costs of

refurbishing a 10 year old unit would be in excess of $600,000 and would not extend the useful life as much as would the purchase of a new vehicle. Leasing an apparatus was also considered; costs for a 10 year lease to own a 105 foot

Aerial Platform would be $10,000 per month. Purchase of a new vehicle is expected to result in lower overall lifecycle capital and operating costs, and is therefore the most cost-effective option.

150


Fleet Services

2015 Additional Fleet - Approved Service Level Changes



Capital PurchasesLight Duty 27,000 0 0 0 0 27,000 0 0 0 14-18-4540-1773 0 0 0 0 0

27,000 0 0 0 0 0 0 27,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Purchase of new fleet vehicles for storm and parks staff.

City Council approved a service level change in the 2015 budget that increased staffing levels in several Operations areas, including roads, storm, forestry, parks, and horticulture services. In order for new staff members to perform their

duties successfully, additional equipment and fleet vehicles were required. Expenditures in 2016 will allow the purchase of 2 new vehicles for storm and parks staff to conduct site visits for regular maintenance and critical emergency work

in a timely fashion, which will improve customer service as the backlog of service requests is reduced. It will also reduce the need for frequent payment of overtime to current employees and hiring of contractors, which is considerably

more expensive than regular staff compensation. Failure to purchase vehicles for the new staff will force the City to continue undertaking reactionary rather than pro-active maintenance work and reduce the ability of staff to meet

legislative requirements. It also increases risk to the City as there is no excess capacity to deal with emergency situations or respond to calls for assistance from other municipalities.

151


Fleet Services

2015 Additional Fleet - Approved Service Level Changes



Capital PurchasesLight Duty 25,000 0 0 0 0 25,000 0 0 0 14-18-4810-1774 0 0 0 0 0

25,000 0 0 0 0 0 0 25,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Purchase of new fleet vehicles for storm and parks staff.

City Council approved a service level change in the 2015 budget that increased staffing levels in several Operations areas, including roads, storm, forestry, parks, and horticulture services. In order for new staff members to perform their

duties successfully, additional equipment and fleet vehicles were required. Expenditures in 2016 will allow the purchase of 2 new vehicles for storm and parks staff to conduct site visits for regular maintenance and critical emergency work

in a timely fashion, which will improve customer service as the backlog of service requests is reduced. It will also reduce the need for frequent payment of overtime to current employees and hiring of contractors, which is considerably

more expensive than regular staff compensation. Failure to purchase vehicles for the new staff will force the City to continue undertaking reactionary rather than pro-active maintenance work and reduce the ability of staff to meet

legislative requirements. It also increases risk to the City as there is no excess capacity to deal with emergency situations or respond to calls for assistance from other municipalities.

152


Fleet Services

5 Ton Plow Truck Replacement (99-548) - Roads



Capital PurchasesHeavy Duty 210,000 0 0 0 0 210,000 0 0 0 0 0 0 0 0

210,000 0 0 0 0 0 0 210,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations 5 Ton Plow Truck (99-548).

The existing Roads Operations plow truck is entering its 17th winter season in 2015-2016, with extreme operating conditions taking an adverse toll on its condition. The truck has reached the end of its lifecycle, and is exceeding the

recommended cost/repair threshold such that repair costs are exceeding the replacement value. More frequent breakdowns and longer down times are occurring, which leads to increased use of Contractors and rental units, both resulting

in higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly

extend its existing remaining life. Operational and maintenance costs are anticipated to continue to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as

physical condition continues to deteriorate and probability of failure becomes greater. Purchase of a new, more reliable unit is anticipated to result in lower overall operating costs, which will offset the initial capital investment over the

lifecycle of the truck.

153


Fleet Services

Car Replacement (02-158) - BFES



Capital PurchasesLight Duty 35,000 0 0 0 0 35,000 0 0 0 0 0 0 0 0

35,000 0 0 0 0 0 0 35,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Barrie Fire and Emergency Services Prevention Car (02-158).

The existing BFES Prevention car has reached the end of its lifecycle and is exceeding the recommended cost/repair threshold. It is experiencing more frequent breakdowns and longer down times, increasing usage of rental units leading

to higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly

extend the existing remaining life of the car. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as

physical condition continues to deteriorate and probability of failure becomes greater. Replacing the old car with a new more reliable unit will result in lower overall operating costs.

154


Fleet Services

Conventional Transit Bus Replacement 2016



Capital PurchasesTransit 2,090,000 0 0 0 0 2,090,000 0 0 0 0 0 0 0 0

2,090,000 0 0 0 0 0 0 2,090,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Barrie Transit conventional fleet vehicles. This project includes the replacement of four forty foot conventional transit buses.

In order to maintain current service levels within Barrie Transit's Conventional system the replacement of four (4) forty foot conventional fleet vehicles is required as they have reached their expected useful life of 12 years as established

through service agreements. The vehicles to be replaced have also reached their expected useful life in terms of mileage traveled. Failure to replace these vehicles may result in additional costs for on-going maintenance. A conventional

transit bus carries approximately 300 passengers per day to and from their destinations. Given he limited size of Barrie Transit's fleet, there is minimal spare capacity for redundancy and failure would adversely and significantly impact

levels of service.

155


Fleet Services

Gradall Replacement (87-816) - Roads




250,000 0 0 0 0 0 0 250,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations Gradall (87-816).

The existing gradall is entering its 28th season in 2015-2016, and is being utilized extensively in the annexed lands until roads and properties are serviced. Availability of parts is becoming an issue, as the gradall has reached the end of its

lifecycle and is exceeding the recommended cost/repair threshold. It is experiencing more frequent breakdowns and longer down times, resulting in increased usage of contractors leading to higher operational costs. Given the age and

deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend the existing remaining life of the gradall.

Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as physical condition continues to deteriorate

and probability of failure becomes greater. Replacing the existing gradall with a new more reliable unit will result in lower overall operating costs.

156


Fleet Services

Hydro Excavation Truck Replacement (02-416) - Roads




400,000 0 0 0 0 0 0 400,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations Hydro Excavation Truck (02-416).

The hydro excavation vacuum truck is in service eight hours a day, five days a week, repairing and maintaining the Corporation's storm water / sanitary systems. It has reached the end of its lifecycle and is experiencing more frequent

breakdowns and longer down times. Down time increases usage of rental units leading to higher operational costs. The truck is exceeding the recommended cost/repair threshold, with repair costs approaching the value of a replacement

unit. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend its existing

remaining life. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as physical condition continues to

deteriorate and probability of failure becomes greater. Replacing the old unit with a new, more reliable vehicle will result in lower overall operating costs.

157


Fleet Services

Pickup Truck Replacement (03-1016) - Roads




35,000 0 0 0 0 0 0 35,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads and Parks Operations Pickup Truck (03-1016).

The existing Parks pickup truck has reached the end of its lifecycle and is exceeding the recommended cost/repair threshold. It is experiencing more frequent breakdowns and longer down times, with increased usage of rental units

leading to higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to

significantly extend the existing remaining life of the truck. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City

will increase as physical condition continues to deteriorate and probability of failure becomes greater. Replacing the existing pickup truck with a new more reliable unit will result in lower overall operating costs.

158


Fleet Services

Pickup Truck Replacement (03-1021) - Roads




35,000 0 0 0 0 0 0 35,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Pickup Truck (03-1021).

The existing Environmental Investigation pickup truck has reached the end of its lifecycle and is exceeding the recommended cost/repair threshold. It is experiencing more frequent breakdowns and longer down times, with increased

usage of rental units leading to higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are

not expected to significantly extend the existing remaining life of the truck. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk

assumed by the City will increase as physical condition continues to deteriorate and probability of failure becomes greater. Replacing the existing truck with and more reliable unit will result in lower overall operating costs.

159


Fleet Services

Pickup Truck Replacement (06-1053) - BFES




45,000 0 0 0 0 0 0 45,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Barrie Fire and Emergency Services Pickup Truck (06-1053).

The existing BFES pickup truck has reached the end of its lifecycle and is exceeding the recommended cost/repair threshold. It is experiencing more frequent breakdowns and longer down times, increasing usage of rental units leading to

higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly

extend the existing remaining life of the truck. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as

physical condition continues to deteriorate and probability of failure becomes greater. Replacing the old unit with a new, more reliable truck will result in lower overall operating costs.

160


Fleet Services

Pumper Rescue Truck Replacement (06-5014) - BFES



Capital PurchasesSpecialized 324,000 0 0 0 0 324,000 0 0 0 14-15-2120-1713 0 0 0 0 0

324,000 0 0 0 0 0 0 324,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Barrie Fire and Emergency Services Pumper Rescue Truck (06-5014).

Replacement of the existing pumper rescue truck is required as the existing asset is not reliable enough to be used as a front line fire apparatus. Currently this pumper rescue truck is used as a front line firefighting apparatus operating out

of Station One which is one of the busiest in the City. A failure of this asset may increase the risk of property damage and/or loss of life.

161


Fleet Services

Sander/Salter Replacement (03-5002) - Roads



Capital PurchasesHeavy Duty 190,000 0 0 0 0 190,000 0 0 0 0 0 0 0 0

190,000 0 0 0 0 0 0 190,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations Sander/Salter Truck (03-5002).

The existing sander/salter truck is entering its 13th winter season in 2015-2016, with the extreme operating conditions it is operated in starting to take a toll on the overall condition of the vehicle. The truck has reached the end of its

lifecycle, and is exceeding the recommended cost/repair threshold such that repair costs are far exceeding the replacement value. More frequent breakdowns and longer down times are occurring, leading to increased usage of rental

units resulting in higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to

significantly extend the existing remaining life of the truck. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will

increase as physical condition continues to deteriorate and probability of failure becomes greater. Replacing the existing sander/salter truck with a new more reliable unit will result in lower overall operating costs.

162


Fleet Services

Sidewalk Sander/Salter/Plow Replacement (01-212) - Roads




120,000 0 0 0 0 0 0 120,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations Sidewalk Sander/Salter Plow (01-212).

The existing sidewalk sander/salter plow is entering its 15th season in 2015-2016, and the extreme operating conditions that it is operated in are starting to take their toll on the plow's overall condition. The plow has reached the end of its

lifecycle and is exceeding the recommended cost/repair threshold such that repair costs are far exceeding the replacement value. It is experiencing more frequent breakdowns and longer down times, resulting in increased usage of rental

units leading to higher operational costs. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to

significantly extend its existing remaining life. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as

physical condition continues to deteriorate and probability of failure becomes greater. Replacing the existing sander/salter plow with a new more reliable unit will result in lower overall operational costs.

163


Fleet Services





120,000 0 0 0 0 0 0 120,000 0 Year Total 0 0 0 0 0

Project Description

Rationale







164


Fleet Services





120,000 0 0 0 0 0 0 120,000 0 Year Total 0 0 0 0 0

Project Description

Rationale







165


Fleet Services

Specialized Transit Bus Replacement 2016



Capital PurchasesTransit 350,000 0 0 0 0 0 0 0 0 0 350,000 0 0 0

350,000 0 0 0 0 0 0 0 0 Year Total 0 350,000 0 0 0

Project Description

Rationale

Replacement of Barrie Transit specialized transit fleet vehicles. This project includes the replacement of two twenty eight cutaway style accessible buses.

In order to maintain current legislated service levels for Specialized transit service there is a requirement to replace two existing fleet vehicles as they have reached their expected useful life of 7 years as established through service

agreements. The vehicles to be replaced have also reached their expected useful life in terms of mileage traveled. Failure to replace these assets may result in additional costs for on-going maintenance. A specialized transit bus provides

safe public transportation to members of the community who may be unable to utilize conventional buses for a variety of reasons. Given the limited size of Barrie Transit's specialized fleet, there is minimal spare capacity for redundancy

and failure would adversely and significantly impact levels of service for individuals and groups who already face barriers to mobility and inclusion in the community.

166


Fleet Services

Specialized Transit Compliance New Buses - AODA Legislative Compliance



Capital PurchasesTransit 765,000 0 0 0 688,500 76,500 0 0 0 0 0 0 0 0

765,000 0 688,500 0 0 0 0 76,500 0 Year Total 0 0 0 0 0

Project Description

Rationale

Purchase of additional, new specialized fleet vehicles. This project includes the purchase of three larger specialized transit vehicles and four smaller, MV1 vehicles.

As part of the Accessibility for Ontarians with Disabilities Act (AODA) legislation there is a stringent requirement for Specialized Transit Service with which the City must comply as of January 1, 2017. This project will include the purchase

of 3 larger specialized transit vehicles and 4 of the smaller MV1 vehicles needed to accommodate this legislative requirement. In order to meet the deadline these vehicles must be purchased in 2016.

167


Fleet Services

Stacker Replacement (06-6039) - Roads




95,000 0 0 0 0 0 0 95,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads Operations Stacker (06-6039).

The existing stacker has reached the end of its lifecycle and is exceeding the recommended cost/repair threshold. The stacker is used primarily in the salt shed, and the extremely corrosive conditions have taken their toll with the machine

facing major structural issues despite an aggressive anti-corrosion spray schedule. It is experiencing more frequent breakdowns and longer down times, resulting in increased usage of contractors leading to higher operational costs.

Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend its existing remaining

life. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as physical condition continues to

deteriorate and probability of failure becomes greater. Replacing the existing stacker with a new more reliable unit will result in lower overall operating costs.

168


Fleet Services

Tractor Replacement (04-2011) - Roads




75,000 0 0 0 0 0 0 75,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Roads and Parks Operations Tractor (04-2011).

The existing maintenance Parks maintenance tractor was purchased for maintenance of the Corporation's parks in the summer months and winter control, and is at the end of its lifecycle. The unit has been breaking down more

frequently, forcing the use of contractors to cover during peak usage periods. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do nothing/run to failure, operate/maintain differently, and/or

rehabilitate/refurbish) are not expected to significantly extend the existing remaining life of the tractor. Operational and maintenance costs are anticipated to increase while service levels are anticipated to remain the same or decrease; at

the same time, risk assumed by the City will increase as physical condition continues to deteriorate and probability of failure becomes greater. Replacing the tractor with a new machine and service contract/warranties reduces the

Corporation's risk of having to repair or replace major components that will not be covered in the old machine.

169


Fleet Services

Zamboni Replacement (02-2002) - Recreation




120,000 0 0 0 0 0 0 120,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of Recreation Services Zamboni (02-2002).

The existing ice resurfacing machine is used in the ongoing maintenance of the ice surface in the Corporation's arenas. It is at the end of its lifecycle, and has been breaking down more frequently forcing the use of a spare unit costing

operational funds to float from other arenas. It has also caused increasing levels of frustration from staff and customers of the City's arenas. Given the age and deteriorated condition of the vehicle, other lifecycle strategies (status quo, do

nothing/run to failure, operate/maintain differently, and/or rehabilitate/refurbish) are not expected to significantly extend its existing remaining life. Operational and maintenance costs are anticipated to increase while service levels are

anticipated to remain the same or decrease; at the same time, risk assumed by the City will increase as physical condition continues to deteriorate and probability of failure becomes greater. Replacing the existing ice machine with a new

machine will reduce the Corporation's operating costs due to fewer breakdowns and new equipment warranties.

170


Roads and Parks Operations

Downtown Sidewalk Replacement Program



Const - Year 1Sidewalks 65,000 0 0 0 0 65,000 0 0 0 0 0 0 0 0

65,000 0 0 0 0 0 0 65,000 0 Year Total 0 0 0 0 0



0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0



0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0



0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0



0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0

Project Description

Rationale

Replacement and repair of existing pavers on the sidewalks throughout the downtown.

Condition of sidewalks in the downtown core is currently inconsistent, with some areas in poor physical repair. Surfaces which are uneven can increase the potential for slip/falls for pedestrians. The proposed solution will accomplish the

following key deliverables: reduced risk of pedestrian harm and consequent City liability due to slip/trip fall hazards; reduced risk from snow clearing equipment; by eliminating need to reverse equipment (reduces City liability due to

reduction in probability of snow clearing equipment accidents with pedestrians and/or property); providing the community with a standard level of service for sidewalks; encouraging active transportation by providing sidewalks and

therefore creating a positive impact on the environment and reducing traffic demand on City streets. Dunlop Street carries a high volume of traffic especially during the tourist season. Walkways are maintained as per Provincial

Regulation 239/02 Minimum Maintenance Standards for Municipal Highways (MMS).

171


Roads and Parks Operations

Roadway Surveillance Camera Expansion Program



Capital PurchasesRoads &

Parks

30,000 0 0 0 0 30,000 0 0 0 0 0 0 0 0

30,000 0 0 0 0 0 0 30,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Installation of wireless roadway surveillance cameras at the intersections of Georgian Drive and Highway Area, Yonge Street & Big Bay Point Road, Essa Road & Fairview Road, and Bayview Drive & Mapleview Drive.

The RPF Roads operation group relies on existing surveillance cameras as a tool to help identify winter operations throughout the City. The group has identified gaps in coverage to our existing compliment of surveillance equipment and

Roads Operations has identified the proposed project areas as blind spots for checking on road conditions during winter activities, i.e. it could be snowing in the north end of the City, but not at Dunlop Street. Having the quick view

afforded by increased camera surveillance would allow them to dispatch plows, sanders and sidewalk plows sooner, improving their operations. The cameras are also used by Traffic & Parking for traffic operations; in the event of a

highway crash or road closure of the highway 400, staff use the cameras to remotely monitor the traffic and provide alternate routes with improved signal timing changes to reduce the congestion on City roadways.

172


Traffic Services

Grove Street New Bicycle Lane



DesignRoads 10,000 0 0 0 0 10,000 0 0 0 0 0 0 0 0

Const - Year 1Roads 40,000 0 0 0 0 40,000 0 0 0 0 0 0 0 0

50,000 0 0 0 0 0 0 50,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Application of pavement markings to Grove Street, consisting of bicycle lanes or sharrows depending on parking situations along the roadway, and associated traffic signage required to delineate bicycle lanes.

The entire length of Grove Street from Toronto Street to Penetanguishene Road includes 3 schools, 2 commercial strip malls, the YMCA and connections to north south bicycle routes into Georgian College. The road has been identified

as a potential significant east west cycling route across Wards 1 & 2, as outlined in the Multi Modal Active Transportation Master Plan. Addition of bicycle lanes supports active transportation initiatives, increases the level of service

provided to the community, and creates safer transportation corridors for drivers and cyclists.

173


Traffic Services

Pay & Display Machine Replacement



Capital PurchasesRoads &

Parks

30,000 0 0 0 0 30,000 0 0 0 0 0 0 0 0

30,000 0 0 0 0 0 0 30,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of 4 pay and display machines used for parking in 2015 and 3 machines in 2016.

The City has 7 pay and display machines nearing the end of their expected useful life cycle. Electronic displays are starting to malfunction and parts are not available from the manufacturer to fix the units.

174


Traffic Services

Traffic Signal Cabinet Upgrade - Cundles & Coulter



Const - Year 1Traffic Signals 25,000 0 0 0 0 25,000 0 0 0 0 0 0 0 0

25,000 0 0 0 0 0 0 25,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the traffic signals cabinet at the intersection of Cundles Road and Coulter.

The existing traffic signal cabinet at the intersection of Cundles and Coulter is approximately 25 years old and is beyond its expected lifecycle. Annual inspections performed by staff have noted several items that are close to failure and a

review by our contractor shows several site call outs to "band aid" equipment into operation. Attempts to repair outdated equipment have exhausted suppler inventory of obsolete equipment and staff have resorted to band-aid type repairs

to keep the intersection operating properly. In the event of catastrophic failure the intersection would need to be controlled 24/7 until a suitable replacement cabinet could be provided. Typical emergency supply time from the vendor

would be 2 weeks. Furthermore, the cabinet was interconnected to Cundles Road & Kozlov for signal progression. As Kozlov was struck by lightning and replaced with a new unit the interconnectivity is no longer available without Coulter

being upgraded as well. The replacement of the Coulter cabinet will restore the interconnection between Kozlov and also update to connect with Bayfield Street providing improved signal coordination along a busy node in the City close to

the highway. The new unit will provide the ability to remotely communicate from the Operations Centre to the intersection to monitor daily operations and manipulate signal timing. The new traffic cabinet will be ordered through an existing

purchasing agreement.

175


Traffic Services

Traffic Signal Cabinet Upgrade - Cundles & Harding



Const - Year 1Traffic Signals 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0

20,000 0 0 0 0 0 0 20,000 0 Year Total 0 0 0 0 0

Project Description

Rationale

Replacement of the traffic signals cabinet at the intersection of Cundles Road and Harding.

The cabinet at Cundles and Harding is over 30 years old and is beyond its expected lifecycle. It is extremely old technology as the timer is built in the cabinet so if it fails the whole cabinet must be changed, rather than modifying just the

parts, and parts are no longer available for the main components. Annual inspections performed by staff have noted several items that are close to failure and a review by our contractor shows several site call outs to "band aid" equipment

into operation. Attempts to repair outdated equipment have exhausted suppler inventory of obsolete equipment and staff have resorted to band-aid type repairs to keep the intersection operating properly. In the event of catastrophic

failure the intersection would need to be controlled 24/7 until a suitable replacement cabinet could be provided. Typical emergency supply time from the vendor would be 2 weeks. A new pole mounted cabinet will allow staff to introduce

time of day signal plans which the existing cabinet is not capable of. The intersection would then be able to connect to the Bayfield Street central system for remote communications connection, saving staff time in visits to the cabinet by

enabling remote trouble shooting. The new unit will provide the ability to remotely communicate from the Operations Centre to the intersection to monitor daily operations and manipulate signal timing. The new traffic cabinet will be

ordered through an existing purchasing agreement.

176

additional capacity/capability acc committed projects ......

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