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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 Page 1 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
Table of Contents Page 2 of 3
Roads, Parks and Fleet Department - Fleet Services
Project Name Page Number Project Type
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
Sidewalk Sander/Salter/Plow Replacement (01-251) - Roads 164 Renewal
Sidewalk Sander/Salter/Plow Replacement (99-219) - Roads 165 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
Project Name Page Number Project Type
Downtown Sidewalk Replacement Program 171 Renewal
Roadway Surveillance Camera Expansion Program 172 ACC
Roads, Parks and Fleet Department - Traffic Services
Project Name Page Number Project Type
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
Table of Contents Page 3 of 3
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
853
937
189
417
434
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70
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87
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1197
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55
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171
110
326
86
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315
107
328
58
166
465
430
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172 297
467
168
472
181
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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
2017 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. 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
2018 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. 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
BFES Department Project Report
Operations
Mobile ASTRO Repeater New Unit
Additional Capacity/Capability1642 111Project # 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. 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
BFES Department Project Report
Operations
Self Contained Breathing Apparatus Replacement
Renewal1639 44Project # 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. 700,000 0 0 0 0 700,000 0 0 0 14-15-2125-1639 0 0 0 0 0
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
BFES Department Project Report
Training, Prevention and Communication
Portable Radio Replacement
Renewal1643 65Project # 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. 33,000 0 0 0 0 33,000 0 0 0 14-15-2105-1643 0 0 0 0 0
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
BFES Department Project Report
Training, Prevention and Communications
Back-up Communications Centre New Console
Additional Capacity/Capability1139Project # 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. 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
Additional Capacity/Capability1757 684Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Baldwin Lane Watermain Replacement - William to Bayview
Renewal1197Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Big Bay Point Booster Station VFD Upgrade
Renewal1749 623Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Watermain 49,000 0 0 0 0 0 0 0 0 0 0 49,000 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
Engineering Department Project Report
Design and Construction
Biosolids Facility Storage Tank Mixers Replacement
Renewal1659 161Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Biosolids/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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 3Biosolids/Stor
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 4Biosolids/Stor
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
Engineering Department Project Report
Design and Construction
Bunker's Creek - Shirley Avenue to Highway 400
Additional Capacity/Capability1577 189Project # 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
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
Engineering Department Project Report
Design and Construction
Centennial Park Expansion
Renewal1224 1187Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Cundles Road Pavement and Watermain Rehabilitation - Sunnidale to Leacock
Renewal1644 97Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Duckworth Street New Transmission Watermain and ROW Expansion - Bell Farm to St. Vincent
Additional Capacity/Capability172Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Sanitary
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
Engineering Department Project Report
Design and Construction
Dunlop and Tiffin/Miller Intersection Improvements
Additional Capacity/Capability1400 186Project # 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
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
Const - Year 1Sanitary
Sewers
50,000 0 50,000 0 0 0 0 0 0 14-16-2515-1400 0 0 0 0 0
Const - Year 1Watermain 100,000 0 0 0 0 0 0 0 0 14-16-2535-1400 0 0 100,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Dunlop, Poyntz and Berczy New Watermain and ROW Replacement - Codrington to Mulcaster
Additional Capacity/Capability1593 181Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 1Sanitary
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Roads 0 0 0 0 0 150,000 0 0 0 14-16-2510-1593 150,000 0 0 0 0
Const - Year 2Sanitary
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
Engineering Department Project Report
Design and Construction
Dunlop Street East Road Replacement - Toronto to Mulcaster
Renewal175Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Dyments Creek Culvert Expansion and Channel Improvements - Bradford Street
Additional Capacity/Capability227Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Essa Road ACDC New Railway Crossing - Tiffin to Gowan
Additional Capacity/Capability1401 167Project # 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
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
Engineering Department Project Report
Design and Construction
Essa Road ROW Expansion - Ferndale to Coughlin
Additional Capacity/Capability0547 166Project # 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
Const - Year 2Roads 306,953 0 0 0 199,519 107,434 0 0 0 14-16-2510-0547 0 0 0 0 0
Const - Year 2Sanitary
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
Engineering Department Project Report
Design and Construction
Ferndale Drive North ROW Expansion - Dunlop to Tiffin
Additional Capacity/Capability0308 86Project # 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
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
Const - Year 1Sanitary
Sewers
500,000 0 500,000 0 0 0 0 0 0 14-16-2515-0308 0 0 0 0 0
Const - Year 1Watermain 600,000 0 0 0 0 0 0 0 0 14-16-2535-0308 0 0 600,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 2Sanitary
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 2Watermain 50,000 0 0 0 0 0 0 0 0 14-16-2535-0308 0 0 50,000 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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Ferris Lane Streetlight Installation - Bayfield to Cundles
Additional Capacity/Capability536Project # 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
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
Engineering Department Project Report
Design and Construction
Glen Echo Drive and College Crescent Watermain and Pavement Replacement - Lonsdale to Nelson
Renewal1645 103Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Grove Street East Watermain Replacement - Davies to Cook
Renewal1071Project # 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
DesignWatermain 25,000 0 0 0 0 0 0 0 0 0 0 25,000 0 0
25,000 0 0 0 0 0 0 0 0 Year Total 0 0 25,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 440,000 0 440,000 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
Engineering Department Project Report
Design and Construction
Gunn Street ROW Replacement and Sophia Creek Expansion - Peel to St. Vincent
Renewal59Project # Intake Form # Project Type
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
Engineering Department Project Report
Design and Construction
Gunn Street ROW Replacement and Sophia Creek Expansion - Peel to St. Vincent
2016 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
DesignWatermain 35,000 0 0 0 0 0 0 0 0 0 0 35,000 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
DesignStreetlights 25,000 0 0 0 0 25,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
DesignWatermain 20,000 0 0 0 0 0 0 0 0 0 0 20,000 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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
UtilitiesRoads 0 0 0 0 0 162,000 0 0 0 162,000 0 0 0 0
UtilitiesCulverts 0 0 0 0 48,500 145,500 0 0 0 194,000 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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 2Watermain 0 0 0 0 0 0 0 0 0 627,500 0 627,500 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
Engineering Department Project Report
Design and Construction
Harvie Road and Big Bay Point Road New Crossing - Highway 400
Additional Capacity/Capability1790 937Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Henry Street ROW Replacement - Frances to Eccles
Renewal1097Project # 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
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
DesignSidewalks 5,000 0 0 0 0 5,000 0 0 0 0 0 0 0 0
DesignStorm Sewers 15,000 0 0 0 0 15,000 0 0 0 0 0 0 0 0
DesignWatermain 15,000 0 0 0 0 0 0 0 0 0 0 15,000 0 0
85,000 0 0 0 15,000 0 0 55,000 0 Year Total 0 0 15,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Roads 0 2,315 0 0 0 0 0 0 0 682,000 679,685 0 0 0
Const - Year 1Sanitary
Sewers
0 0 230,000 0 0 0 0 0 0 230,000 0 0 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 200,000 0 200,000 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
Engineering Department Project Report
Design and Construction
Hotchkiss Creek Expansion - Essa Road, Anne to Gowan
Additional Capacity/Capability1519 110Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Huronia Creek Drainage Area Outfall Rehabilitation - Trans Canada Trail
Additional Capacity/Capability850Project # 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
DesignStorm Sewers 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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Huronia Road Pavement Holding Strategy - N of Webb to Big Bay Point
Renewal1728 486Project # 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
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
Engineering Department Project Report
Design and Construction
Interim Watermain Replacement Pilot Program
Renewal349Project # 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
DesignWatermain 30,000 0 0 0 0 0 0 0 0 0 0 30,000 0 0
Const - Year 1Watermain 410,000 0 0 0 0 0 0 0 0 0 0 410,000 0 0
440,000 0 0 0 0 0 0 0 0 Year Total 0 0 440,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignWatermain 0 0 0 0 0 0 0 0 0 15,000 0 15,000 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 410,000 0 410,000 0 0
0 0 0 0 0 0 0 0 0 Year Total 425,000 0 425,000 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignWatermain 0 0 0 0 0 0 0 0 0 15,000 0 15,000 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 410,000 0 410,000 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
Engineering Department Project Report
Design and Construction
Johnson Street ROW Replacement - Shanty Bay to Johnson's Beach
Renewal1625 55Project # 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
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
Const - Year 1Sanitary
Sewers
89,000 0 89,000 0 0 0 0 0 0 14-16-2515-1625 0 0 0 0 0
Const - Year 1Watermain 72,000 0 0 0 0 0 0 0 0 14-16-2535-1625 0 0 72,000 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
Engineering Department Project Report
Design and Construction
Kidds Creek Storm Grate Upgrade - Storm Pond KD01
Renewal1586 183Project # 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
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
Engineering Department Project Report
Design and Construction
Little Lake Drainage Area Culvert Inlet Upgrades - Livingstone, North of Osprey Ridge
Additional Capacity/Capability853Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Little Lake Sewage Pumping Station Upgrade
Additional Capacity/Capability1652 132Project # 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
Const - Year 2Sanitary
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
Engineering Department Project Report
Design and Construction
Lovers Creek New Bridge - Tollendal Mill, 150m West of Coxmill
Renewal1093Project # 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
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
DesignSidewalks 5,000 0 0 0 0 5,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
UtilitiesCulverts 0 0 0 0 19,500 10,500 0 0 0 30,000 0 0 0 0
0 0 19,500 0 0 0 0 10,500 0 Year Total 30,000 0 0 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Mapleview Drive E - Huronia to Country Lane
Additional Capacity/Capability1135 326Project # 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
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
Const - Year 2Sanitary
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 3Sanitary
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 3Watermain 134,750 0 0 0 0 0 0 0 0 14-16-2535-1135 0 0 134,750 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
Engineering Department Project Report
Design and Construction
Mapleview Drive East - Country Lane to Yonge
Additional Capacity/Capability1589 168Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 1Sanitary
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 2Sanitary
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 3Roads 0 0 0 0 186,575 32,925 0 0 0 14-16-2510-1589 219,500 0 0 0 0
Const - Year 3Sanitary
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
Engineering Department Project Report
Design and Construction
Memorial Square Park
Renewal1626 Eng0776Project # 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
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
Engineering Department Project Report
Design and Construction
Morrow Road - Ardagh to Patterson
Renewal1591 107Project # 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
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
Const - Year 1Sanitary
Sewers
360,000 0 0 0 0 0 0 0 360,000 14-16-2515-1591 0 0 0 0 0
Const - Year 1Watermain 690,000 0 0 0 0 0 0 0 0 14-16-2535-1591 0 0 690,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Mulcaster Street Storm Outlet Replacement
Renewal1592 169Project # 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
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
Engineering Department Project Report
Design and Construction
Rodney Street ROW Replacement - Collingwood to Kempenfelt
Renewal1618 80Project # 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
Const - Year 1Roads 414,000 0 0 0 0 414,000 0 0 0 14-16-2510-1618 0 0 0 0 0
Const - Year 1Sanitary
Sewers
54,000 0 54,000 0 0 0 0 0 0 14-16-2515-1618 0 0 0 0 0
Const - Year 1Watermain 162,000 0 0 0 0 0 0 0 0 14-16-2535-1618 0 0 162,000 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
Engineering Department Project Report
Design and Construction
Sanitary Servicing - Royal Oak, Bay, Cottage
Additional Capacity/Capability1385 127Project # 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
Const - Year 1Roads 550,000 0 0 0 0 0 550,000 0 0 14-16-2510-1385 0 0 0 0 0
Const - Year 1Sanitary
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
Const - Year 1Storm Sewers 50,000 0 0 0 0 50,000 0 0 0 14-16-2520-1385 0 0 0 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Sidewalks 297,000 0 0 0 0 297,000 0 0 0 14-16-2525-1385 0 0 0 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
Const - Year 2Sanitary
Sewers
1,360,000 0 392,204 0 0 0 0 0 967,796 14-16-2515-1385 0 0 0 0 0
Const - Year 2Watermain 855,000 0 0 0 0 0 0 0 0 14-16-2535-1385 0 0 855,000 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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Const - Year 3Sidewalks 33,000 0 0 0 0 33,000 0 0 0 14-16-2525-1385 0 0 0 0 0
Const - Year 3Sanitary
Sewers
340,000 0 120,787 0 0 0 0 0 219,213 14-16-2515-1385 0 0 0 0 0
Const - Year 3Storm Sewers 430,000 0 0 0 0 430,000 0 0 0 14-16-2520-1385 0 0 0 0 0
Const - Year 3Watermain 95,000 0 0 0 0 0 0 0 0 14-16-2535-1385 0 0 95,000 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
Engineering Department Project Report
Design and Construction
Sewer Rehabilitation Program
Renewal366Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sanitary
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
Engineering Department Project Report
Design and Construction
Sidewalk Infill Program
Additional Capacity/Capability310Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
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
Engineering Department Project Report
Design and Construction
Sophia Creek Culvert Expansion - Grove, 30m East of Davidson
Renewal70Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sanitary
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
Engineering Department Project Report
Design and Construction
Sophia Creek Minor Drainage Improvements - Howard and Lay
Renewal1259Project # 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
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
DesignStorm Sewers 4,000 0 0 0 0 4,000 0 0 0 0 0 0 0 0
DesignSidewalks 3,000 0 0 0 0 3,000 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Sunnidale Road New Transmission Watermain - Letitia to Wellington
Additional Capacity/Capability0569 171Project # 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
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
Engineering Department Project Report
Design and Construction
Tiffin Street ROW Expansion - Hwy 400 Underpass
Renewal1606 156Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Tiffin Street Streetlight Installation - Ferndale to Dyments
Additional Capacity/Capability517Project # 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
DesignStreetlights 20,000 0 0 0 0 20,000 0 0 0 0 0 0 0 0
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
Engineering Department Project Report
Design and Construction
Vancouver Street Culvert and Drainage Outlet Replacement - Kempenfelt Drive to Kempenfelt Bay
Renewal1009Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
Water Service and Backflow Prevention Upgrades for Parks and Open Spaces
Renewal1765 872Project # 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
Const - Year 1Watermain 225,000 0 0 0 0 0 0 0 0 14-16-2535-1765 0 0 225,000 0 0
225,000 0 0 0 0 0 0 0 0 Year Total 0 0 225,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Watermain 195,000 0 0 0 0 0 0 0 0 14-16-2535-1765 0 0 195,000 0 0
195,000 0 0 0 0 0 0 0 0 Year Total 0 0 195,000 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 3Watermain 195,000 0 0 0 0 0 0 0 0 14-16-2535-1765 0 0 195,000 0 0
195,000 0 0 0 0 0 0 0 0 Year Total 0 0 195,000 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 4Watermain 195,000 0 0 0 0 0 0 0 0 14-16-2535-1765 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
Engineering Department Project Report
Design and Construction
Watermain Cathodic Protection Program
Renewal348Project # 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
DesignWatermain 40,000 0 0 0 0 0 0 0 0 0 0 40,000 0 0
40,000 0 0 0 0 0 0 0 0 Year Total 0 0 40,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignWatermain 0 0 0 0 0 0 0 0 0 40,000 0 40,000 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 960,000 0 960,000 0 0
0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 960,000 0 960,000 0 0
DesignWatermain 0 0 0 0 0 0 0 0 0 40,000 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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignWatermain 0 0 0 0 0 0 0 0 0 40,000 0 40,000 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 960,000 0 960,000 0 0
0 0 0 0 0 0 0 0 0 Year Total 1,000,000 0 1,000,000 0 0
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 960,000 0 960,000 0 0
DesignWatermain 0 0 0 0 0 0 0 0 0 40,000 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
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
Engineering Department Project Report
Design and Construction
Wildflower Court Storm Sewer Expansion - Ardagh to End
Additional Capacity/Capability1221Project # 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
DesignStorm Sewers 15,000 0 0 0 0 15,000 0 0 0 0 0 0 0 0
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
Engineering Department Project Report
Design and Construction
WwTF New Heat Exchanger - Primary Digester 3
Additional Capacity/Capability1653 136Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
WwTF New Hot Water Balancing - Primary Digester 3
Additional Capacity/Capability1654 137Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
WwTF Secondary Clarifier Alum System Upgrade
Additional Capacity/Capability1157Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Design and Construction
WwTF Selector Tank Mixer Upgrade
Additional Capacity/Capability1655 138Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Development Services
Mapleview Drive East New Sanitary Sewer and Watermain - 419 and 423 Mapleview
Additional Capacity/Capability1766 879Project # 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
Const - Year 1Sanitary
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
Engineering Department Project Report
Infrastructure Planning
Bayview Drive ROW Expansion - Little to Big Bay Point
Additional Capacity/Capability1719 430Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Bell Farm Road ROW Expansion - St. Vincent to Duckworth
Additional Capacity/Capability58Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignRoads 0 0 0 0 89,700 48,300 0 0 0 138,000 0 0 0 0
DesignWatermain 0 0 0 0 0 0 0 0 0 6,000 0 6,000 0 0
0 0 89,700 0 0 0 0 48,300 0 Year Total 144,000 0 6,000 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Roads 0 83,662 0 0 1,064,269 0 0 0 0 1,721,000 573,069 0 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 72,000 0 72,000 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
Engineering Department Project Report
Infrastructure Planning
Big Bay Point Road ROW Expansion - Bayview to Huronia
Additional Capacity/Capability1696 297Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Dock Road Park Expansion - Parts 1 and 2
Additional Capacity/Capability455Project # 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
Const - Year 1Parks/EP/OS 45,000 0 0 0 40,500 4,500 0 0 0 0 0 0 0 0
Const - Year 1Parks/EP/OS 609,000 0 0 0 548,100 60,900 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
Engineering Department Project Report
Infrastructure Planning
Essa Road New Watermain and Road Expansion - Coughlin to Mapleview
Growth315Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
DesignRoads 0 0 0 0 148,469 79,945 0 0 0 228,414 0 0 0 0
DesignWatermain 0 0 0 0 0 0 0 0 0 8,365 0 8,365 0 0
0 0 148,469 0 0 0 0 79,945 0 Year Total 236,779 0 8,365 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Roads 0 0 0 0 1,484,692 799,451 0 0 0 2,284,143 0 0 0 0
Const - Year 1Watermain 0 0 0 0 0 0 0 0 0 131,989 0 131,989 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
Engineering Department Project Report
Infrastructure Planning
Harvie Road ROW Expansion - Essa to Veterans
Additional Capacity/Capability676Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Harvie Road ROW Expansion - Veterans to Bryne
Additional Capacity/Capability328Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Heritage Park Splash Pad Rehabilitation
Renewal1180Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Heritage Trail Sign Expansion - Waterfront
Additional Capacity/Capability1661 177Project # 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
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
Engineering Department Project Report
Infrastructure Planning
Infrastructure Master Plans / DC Technical Studies Update
Growth526Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Capital PurchasesSanitary
Sewers
175,000 0 17,500 0 157,500 0 0 0 0 0 0 0 0 0
Capital PurchasesSanitary
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
John Edwin Coupe Park Rehabilitation
Renewal1190Project # 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
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
Engineering Department Project Report
Infrastructure Planning
Little Lake Park New Development
Additional Capacity/Capability434Project # 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
Const - Year 1Parks/EP/OS 55,000 0 0 0 49,500 5,500 0 0 0 0 0 0 0 0
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
Engineering Department Project Report
Infrastructure Planning
Lockhart Road New Watermain and Reservoir and ROW Expansion - Veterans to Bayview
Growth467Project # 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
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Lockhart Road ROW Expansion - Bayview to Yonge
Growth472Project # 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
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Lockhart Road ROW Expansion - Yonge to Prince William
Growth499Project # 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
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
Engineering Department Project Report
Infrastructure Planning
Mapleview Drive East New Transmission Watermain and Road Expansion - East of Yonge to Prince William
Growth465Project # 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
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
McKay Road New Interchange and Transmission Watermain - Highway 400
Growth1650 120Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Military Heritage Park New Development
Additional Capacity/Capability1662 180Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Parks/EP/OS 572,440 0 0 0 0 286,220 0 286,220 0 14-16-2351-1662 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
Engineering Department Project Report
Infrastructure Planning
Painswick Park Rehabilitation and Expansion
Additional Capacity/Capability417Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Playground Replacement Program
Additional Capacity/Capability1636 418Project # 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
Const - Year 1Parks/EP/OS 240,000 0 0 0 0 190,000 0 50,000 0 14-16-2351-1636 0 0 0 0 0
240,000 0 0 0 0 50,000 0 190,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
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
Engineering Department Project Report
Infrastructure Planning
Ross, Collier and Bayfield Intersection Improvements and Ross Street ROW Expansion - Toronto to
Additional Capacity/Capability449Project # 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
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
Engineering Department Project Report
Infrastructure Planning
Tennis Court Rehabilitation Program
Renewal1717 410Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Engineering Department Project Report
Infrastructure Planning
Whiskey Creek Trans Canada Trail Expansion - Yonge to Little
Additional Capacity/Capability1718 420Project # 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
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
Engineering Department Project Report
Infrastructure Planning
Willoughby Park Walkway Rehabilitation
Renewal935Project # 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
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
Renewal1185Project # 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
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 Services Department Project Report
Environmental Operations
TCE Groundwater Monitoring Well Program
Legislated0650 325Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Water Wells 0 0 0 0 0 0 0 0 0 14-18-2705-0650 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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Water Wells 0 0 0 0 0 0 0 0 0 14-18-2705-0650 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
Environmental Services Department Project Report
Wastewater Operations
WwTF Cogeneration Engine #2 Rehabilitation
Renewal1075Project # 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 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
Environmental Services Department Project Report
Water Operations
Air Valve/Main Valve Chamber Condition Assessment and Rehabilitation Program
Renewal1037Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Environmental Services Department Project Report
Water Operations
Frozen Water Service Repair Program
Renewal1036Project # 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
Const - Year 1Watermain 575,000 0 0 0 0 0 0 0 0 0 0 575,000 0 0
575,000 0 0 0 0 0 0 0 0 Year Total 0 0 575,000 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Watermain 600,000 0 0 0 0 0 0 0 0 0 0 600,000 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
Renewal1681 232Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Allandale Recreation Centre Rooftop Exhaust Fan Replacement - Concession Booth
Renewal693Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Barrie Community Sports Complex Dosing Chamber (Septic System) Control Replacement
Renewal1099Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Barrie Community Sports Complex Electrical Grounding Surge Protection Upgrade
Additional Capacity/Capability1108Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Barrie Community Sports Complex Roof and Cladding Replacement - Pump House
Renewal717Project # 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
Const - Year 1Recreation 80,000 0 0 0 0 80,000 0 0 0 0 0 0 0 0
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
Facilities & Transit Department Project Report
Facility Planning and Development
Barrie Molson Centre Supply Fan 3, 4, 8, and 9 Replacement
Renewal722Project # 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
Const - Year 1Recreation 203,000 0 0 0 0 203,000 0 0 0 0 0 0 0 0
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
Facilities & Transit Department Project Report
Facility Planning and Development
Bayfield Basin Customer Service Kiosk Replacement & Sea Cadet Building Rehabilitation
Renewal1672 214Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Centennial Beach Concession Building Renovation and New Concession Building
Renewal244Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Centennial Beach Pavilion Replacement
Renewal1682 246Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall 5th Floor Space Renovation
Additional Capacity/Capability692Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall Accessibility Renovation - Council Chambers and Rotunda
Legislated1686 264Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall Building Envelope and Window Rehabilitation
Renewal593Project # 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
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall Heating, Ventilation and Air Conditioning Upgrade
Renewal1657 148Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall Parking Garage Rehabilitation
Renewal260Project # 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
DesignAdministration 95,000 0 0 0 0 95,000 0 0 0 0 0 0 0 0
95,000 0 0 0 0 0 0 95,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
City Hall Site Upgrade
Renewal1688 272Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Collier Centre New Office Accommodation
Additional Capacity/Capability1684 259Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Downtown Branch Library HVAC Control and VAV Box Replacement
Renewal1112Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Downtown Transit Terminal Metal Ceiling Tiles Replacement
Renewal1116Project # 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
Const - Year 1Administration 80,000 0 0 0 0 80,000 0 0 0 0 0 0 0 0
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
Facilities & Transit Department Project Report
Facility Planning and Development
East Bayfield Community Centre Security Camera Replacement
Renewal1119Project # 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
Const - Year 1Recreation 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Eastview Arena Parking Lot Replacement and New LED Lighting - Rear Lot
Renewal945Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Eastview Arena Refrigeration Condenser Replacement
Renewal723Project # 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
Const - Year 1Recreation 73,000 0 0 0 0 73,000 0 0 0 0 0 0 0 0
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
Facilities & Transit Department Project Report
Facility Planning and Development
Environmental Centre New Waste Segregation Kiosk
Renewal1754 657Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Environmental Centre Safety Renovation - Main Building
Renewal1702 320Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Facility High Security Upgrade Program
Renewal1114Project # 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
DesignAdministration 10,000 0 0 0 0 10,000 0 0 0 0 0 0 0 0
Const - Year 1Administration 75,000 0 0 0 0 75,000 0 0 0 0 0 0 0 0
85,000 0 0 0 0 0 0 85,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 2Administration 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Facility Lighting Upgrade Program
Renewal1705 334Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Fire Station 4 Apparatus Bay New Concrete Pads
Renewal267Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Fire Station 6 New Building Development
Additional Capacity/Capability258Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
First Responders Campus New Buildings, Infrastructure and Site
Additional Capacity/Capability1564 278Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Hewitt Community Centre New Building Development
Growth274Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Hewitts Creek Branch Library New Development
Growth233Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Holly Community Centre Pool Tank Rehabilitation
Renewal1124Project # 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
Const - Year 1Recreation 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Marina Bayfield Basin Area Upgrade
Additional Capacity/Capability1664 191Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Operations Centre Carbon Monoxide Detectors and Alarm System Replacement
Legislated1111Project # 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
Const - Year 1Operations 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 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
Facilities & Transit Department Project Report
Facility Planning and Development
Operations Centre Domestic Hot Water Tank Replacement
Additional Capacity/Capability1126Project # 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
Const - Year 1Operations 55,000 0 0 0 0 55,000 0 0 0 0 0 0 0 0
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
Facilities & Transit Department Project Report
Facility Planning and Development
Operations Centre New Bulk Water Station Ice Melting Pad
Renewal1113Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Operations Centre New Paint and Flammables Storage Building
Legislated1219Project # 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
Const - Year 1Operations 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Parkview Community Centre Retaining Wall Repair
Renewal1782 1072Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Police Services 79 Bell Farm Road Site Grading Repair
Renewal1098Project # 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
Const - Year 1Protection 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Queen's Park Washroom Building Renovation
Renewal1764 855Project # 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Spirit Catcher Commercial Complex New Development
Additional Capacity/Capability1078Project # 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
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Facilities & Transit Department Project Report
Facility Planning and Development
Temporary New BFES Training Facility
Additional Capacity/Capability1065Project # 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
Const - Year 1Protection 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
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
Facilities & Transit Department Project Report
Facility Planning and Development
Waterfront Centre / Sea Cadet New Building
Additional Capacity/Capability1079Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2016 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 55,000 0 0 0 14-11-1302-1733 55,000 0 0 0 0
0 0 0 0 0 0 0 55,000 0 Year Total 55,000 0 0 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 55,000 0 0 0 14-11-1302-1733 55,000 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
Information Technology Department Project Report
Application Services
Citizen Relationship Management (CRM) Solution
Corporate Need448Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 350,000 0 70,000 0 0 192,500 0 0 17,500 0 0 70,000 0 0
350,000 0 0 0 70,000 0 17,500 192,500 0 Year Total 0 0 70,000 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 250,000 0 50,000 0 0 137,500 0 0 12,500 0 0 50,000 0 0
250,000 0 0 0 50,000 0 12,500 137,500 0 Year Total 0 0 50,000 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 100,000 0 20,000 0 0 55,000 0 0 5,000 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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 100,000 0 20,000 0 0 55,000 0 0 5,000 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
Information Technology Department Project Report
Application Services
Cityworks Technology Program
Corporate Need1617 491Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Information Technology Department Project Report
Application Services
External Web Site Technology Program
Corporate Need1720 444Project # 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 PurchasesSoftware 100,000 0 0 0 0 100,000 0 0 0 14-11-1302-1720 0 0 0 0 0
100,000 0 0 0 0 0 0 100,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 50,000 0 0 0 14-11-1302-1720 50,000 0 0 0 0
0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 50,000 0 0 0 14-11-1302-1720 50,000 0 0 0 0
0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 50,000 0 0 0 14-11-1302-1720 50,000 0 0 0 0
0 0 0 0 0 0 0 50,000 0 Year Total 50,000 0 0 0 0
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 50,000 0 0 0 14-11-1302-1720 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
Information Technology Department Project Report
Application Services
Land and Growth Management Solution
Corporate Need1721 446Project # 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 PurchasesSoftware 690,000 0 0 0 0 690,000 0 0 0 14-11-1302-1721 0 0 0 0 0
690,000 0 0 0 0 0 0 690,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 300,000 0 0 0 0 300,000 0 0 0 14-11-1302-1721 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
Information Technology Department Project Report
Application Services
Server and Desktop Software Program
Corporate Need1714 373Project # 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 PurchasesSoftware 500,000 0 0 0 0 500,000 0 0 0 14-11-1302-1714 0 0 0 0 0
500,000 0 0 0 0 0 0 500,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 550,000 0 0 0 14-11-1302-1714 550,000 0 0 0 0
0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 550,000 0 0 0 14-11-1302-1714 550,000 0 0 0 0
0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 550,000 0 0 0 14-11-1302-1714 550,000 0 0 0 0
0 0 0 0 0 0 0 550,000 0 Year Total 550,000 0 0 0 0
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 550,000 0 0 0 14-11-1302-1714 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
Information Technology Department Project Report
Technology Services
City of Barrie New Wireless Connectivity Solution
Corporate Need403Project # 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
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
Information Technology Department Project Report
Technology Services
Corporate Audio Visual Technology Infrastructure Program
Corporate Need1734 519Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
Information Technology Department Project Report
Technology Services
Corporate Communications Technology Infrastructure Program
Corporate Need1612 399Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Information Technology Department Project Report
Technology Services
Corporate Imaging Technology Infrastructure Program
Corporate Need1613 400Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
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
Information Technology Department Project Report
Technology Services
Corporate PC Technology Infrastructure Program
Corporate Need1614 401Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesDesktop
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesDesktop
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesDesktop
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesDesktop
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
Information Technology Department Project Report
Technology Services
Enterprise Resource Planning Solution
Corporate Need1252 FIN0066Project # 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 PurchasesNetwork
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
Information Technology Department Project Report
Technology Services
Mobility Technology Program
Corporate Need1647 115Project # 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 PurchasesSoftware 260,000 0 0 0 0 260,000 0 0 0 14-11-1300-1647 0 0 0 0 0
260,000 0 0 0 0 0 0 260,000 0 Year Total 0 0 0 0 0
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 190,000 0 0 0 14-11-1300-1647 190,000 0 0 0 0
0 0 0 0 0 0 0 190,000 0 Year Total 190,000 0 0 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 260,000 0 0 0 14-11-1300-1647 260,000 0 0 0 0
0 0 0 0 0 0 0 260,000 0 Year Total 260,000 0 0 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 190,000 0 0 0 14-11-1300-1647 190,000 0 0 0 0
0 0 0 0 0 0 0 190,000 0 Year Total 190,000 0 0 0 0
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesSoftware 0 0 0 0 0 260,000 0 0 0 14-11-1300-1647 260,000 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
Information Technology Department Project Report
Technology Services
Network Technology Infrastructure Program
Corporate Need1609 396Project # 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 PurchasesNetwork
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
Information Technology Department Project Report
Technology Services
Public Safety Communications Technology Infrastructure Program
Corporate Need1610 397Project # 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 PurchasesNetwork
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
Information Technology Department Project Report
Technology Services
Server and Storage Technology Infrastructure Program
Corporate Need1611 398Project # 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 PurchasesNetwork
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Capital PurchasesNetwork
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
Renewal374Project # 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 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
Renewal387Project # 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 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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
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
Roads, Parks & Fleet Department Project Report
Fleet Services
2015 Additional Fleet - Approved Service Level Changes
Additional Capacity/Capability1773 994Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
2015 Additional Fleet - Approved Service Level Changes
Corporate Need1774 994Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
5 Ton Plow Truck Replacement (99-548) - Roads
Renewal543Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Car Replacement (02-158) - BFES
Renewal558Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Conventional Transit Bus Replacement 2016
Renewal530Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Gradall Replacement (87-816) - Roads
Renewal785Project # 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 PurchasesSpecialized 250,000 0 0 0 0 250,000 0 0 0 0 0 0 0 0
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Hydro Excavation Truck Replacement (02-416) - Roads
Renewal555Project # 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 PurchasesSpecialized 400,000 0 0 0 0 400,000 0 0 0 0 0 0 0 0
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Pickup Truck Replacement (03-1016) - Roads
Renewal616Project # 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 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Pickup Truck Replacement (03-1021) - Roads
Renewal622Project # 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 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Pickup Truck Replacement (06-1053) - BFES
Renewal556Project # 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 PurchasesLight Duty 45,000 0 0 0 0 45,000 0 0 0 0 0 0 0 0
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Pumper Rescue Truck Replacement (06-5014) - BFES
Renewal1713 370Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Sander/Salter Replacement (03-5002) - Roads
Renewal604Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Sidewalk Sander/Salter/Plow Replacement (01-212) - Roads
Renewal1129Project # 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 PurchasesSpecialized 120,000 0 0 0 0 120,000 0 0 0 0 0 0 0 0
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Sidewalk Sander/Salter/Plow Replacement (01-251) - Roads
Renewal1127Project # 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 PurchasesSpecialized 120,000 0 0 0 0 120,000 0 0 0 0 0 0 0 0
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 (01-251).
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.
164
Roads, Parks & Fleet Department Project Report
Fleet Services
Sidewalk Sander/Salter/Plow Replacement (99-219) - Roads
Renewal1125Project # 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 PurchasesSpecialized 120,000 0 0 0 0 120,000 0 0 0 0 0 0 0 0
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 (99-219).
The existing sidewalk sander/salter plow is entering its 17th 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.
165
Roads, Parks & Fleet Department Project Report
Fleet Services
Specialized Transit Bus Replacement 2016
Renewal698Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Specialized Transit Compliance New Buses - AODA Legislative Compliance
Legislated1225Project # 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 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
Roads, Parks & Fleet Department Project Report
Fleet Services
Stacker Replacement (06-6039) - Roads
Renewal888Project # 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 PurchasesSpecialized 95,000 0 0 0 0 95,000 0 0 0 0 0 0 0 0
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Tractor Replacement (04-2011) - Roads
Renewal764Project # 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 PurchasesSpecialized 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
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
Roads, Parks & Fleet Department Project Report
Fleet Services
Zamboni Replacement (02-2002) - Recreation
Renewal608Project # 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 PurchasesSpecialized 120,000 0 0 0 0 120,000 0 0 0 0 0 0 0 0
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, Parks & Fleet Department Project Report
Roads and Parks Operations
Downtown Sidewalk Replacement Program
Renewal471Project # 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
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
2017 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sidewalks 0 0 0 0 0 65,000 0 0 0 65,000 0 0 0 0
0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0
2018 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sidewalks 0 0 0 0 0 65,000 0 0 0 65,000 0 0 0 0
0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0
2019 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sidewalks 0 0 0 0 0 65,000 0 0 0 65,000 0 0 0 0
0 0 0 0 0 0 0 65,000 0 Year Total 65,000 0 0 0 0
2020 Category Account # Project Phase Budget Req Dev Agr Reserves Sewer Rate DCA Grants Other TaxCap.Res TaxDebtForecast FGTWaterRate SewerDebt WaterDebt
Const - Year 1Sidewalks 0 0 0 0 0 65,000 0 0 0 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, Parks & Fleet Department Project Report
Roads and Parks Operations
Roadway Surveillance Camera Expansion Program
Growth1064Project # 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 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
Roads, Parks & Fleet Department Project Report
Traffic Services
Grove Street New Bicycle Lane
Additional Capacity/Capability1062Project # 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
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
Roads, Parks & Fleet Department Project Report
Traffic Services
Pay & Display Machine Replacement
Renewal548Project # 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 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
Roads, Parks & Fleet Department Project Report
Traffic Services
Traffic Signal Cabinet Upgrade - Cundles & Coulter
Renewal507Project # 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
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
Roads, Parks & Fleet Department Project Report
Traffic Services
Traffic Signal Cabinet Upgrade - Cundles & Harding
Renewal512Project # 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
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.
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