legend 2012 capital budget project type abbreviation ... hall/budget/documents... · project name...

LEGENDProject Type AbbreviationCommitted Projects CommittedCorporate Need CorporateLegislated Requirement Legislated

Capital Budget Project Detail Report Alphabetical Index by Department Additional Capacity/Capability ACC

Renewal Renewal

Page NumberProject Detail Reference Guide 1

Infrastructure Project MapsPage Number

Road Spending Plan Map 2 Co-generation and Biogas Treatment 32 ACCStorm Spending Plan Map 3 County Road 30 Culvert - Bear Creek 33 ACCWastewater Spending Plan Map 4 Cundles Road E. - Livingstone to Duckworth 34 CommittedWater Spending Plan Map 5 Donald Street - Wellington to Eccles 35 Renewal

Duckworth Street - Cundles to Bernick 36 CommittedBarrie Fire and Emergency Services Dunlop / Eccles Intersection Improvements 37 ACC

Dunlop and Tiffin/Miller Intersection Improvements 38 ACCProject Name Page Number Project Type Dunlop Street - Mary to Sampson - Level 3 39 RenewalCommunications Equipment - Fire Radio Infrastructure 6 Renewal Dunlop Street / Mary Street 40 RenewalCommunications Equipment - Radios 7 Renewal Dyments Creek Erosion Remediation 41 Renewal

Essa Road - Anne to Bryne 42 ACCEngineering Department - Design & Construction Branch Essa Road - Ferndale to Coughlin 43 ACC

Essa Road and Roberta Place - Sidewalk 44 ACCProject Name Page Number Project Type Facilities Operations Building 45 Renewal1 & 15 Bayfield Street 8 ACC Ferndale Drive North - Dunlop to Tiffin 46 ACC10-14 Collier Street Parking Lot (Manulife) 9 Renewal Ferndale Drive North - Edgehill to Dunlop 47 Committed23 Collier Street 10 Renewal GO Train Station Works 48 ACC3 PRV - Zone 3N to Zone 2N 11 ACC Gowan Street - Essa to Milburn 49 RenewalACDC Rail Crossing - Essa Road 12 Renewal Harvie Road - County Road 27 to Essa 50 ACCAllandale Station - Site Assessment 13 Renewal Harvie Road - Essa to Bryne 51 ACCAnne Street - Anne to Perry Well 14 ACC Harvie Road Booster Pumping Station 52 ACCAnne Street Reservoir - Edgehill Drive 15 ACC Johnson Street - Hickling to Steel - Level 3 53 RenewalAnne Street Watermain Crossing Highway 400 16 ACC Kidds Creek - Eccles at Sophia to Thomson 54 ACCArdagh Ferndale Water Quality Sampling Station 17 ACC Lakeshore/Tiffin/Essa/Bradford Intersection 55 RenewalBayview Drive - Mapleview south 200m 18 ACC Lakeshore Drive - Toronto to Tiffin 56 ACCBayview Drive (Zone 2S) - Big Bay Point to Mapleview 19 ACC Lakeshore Drive Trunk Sanitary Sewer - Phase 2 57 RenewalBayview Drive (Zone 3S) - Big Bay Point to Mapleview 20 ACC Leacock Drive - Thackery to Browning 58 ACCBayview Drive / Big Bay Point Road Signals 21 ACC Little Avenue - Bayview to Ridgeway - Level 3 59 RenewalBayview Drive / Churchill Drive Signals 22 ACC Little Lake Drive Realignment - Duckworth to Cundles 60 CommittedBig Bay Point Road - Bayview to Yonge 23 ACC Livingstone Street West - Sunnidale to Bayfield - Level 3 61 RenewalBig Bay Point Road - Bryne to Bayview 24 ACC Lovers SWM Pond (LV14) Retrofit 62 RenewalBig Bay Point Road Trans. Watermain - SWTP to Sandringham 25 ACC Maintenance/Stores/Garage Centre 63 RenewalBoulton Court Well 19 & Pumphouse 26 ACC Mapleview Drive / Bayview Drive Signals 64 ACCBunkers Creek - Milligans Pond 27 ACC Mapleview Drive / Costco - Park Place Signals 65 ACCBunkers Creek - SWM Pond at Operations Centre 28 ACC Mapleview Drive East - Huronia to Country Lane 66 ACCBunkers Creek Storm Sewer - Phase 2 29 Renewal Mapleview Drive East - Welham to Huronia 67 ACCCathodic Protection - H20 30 Renewal Mapleview Drive Supply - Mapleview to Elevated Tower 68 ACCCathodic Protection - Phase 1 31 Renewal

County Road 30 (Essa Rd) Culvert Replacement - Class EA 115 ACC

2012 Capital Budget

Project Detail Reports

Table of Contents of 4

Engineering Department - Design & Construction Branch Dean Avenue & Raquel Street - Traffic Signals 116 ACCDOLRA (South End) 117 ACC

Project Name Page Number Project Type Dunlop Street East Replacement Poles 118 RenewalMapleview Drive West - Bryne to Bayview 69 ACC Dunsmore Park (Georgian Glen) 119 ACCMapleview Drive West - County Road 27 to Red Oak 70 ACC Dyment Road & Tiffin Street - Traffic Signals 120 ACCMapleview Water Tower De-icing 71 Renewal Essa Road ACDC Level Railway Crossing 121 ACCNoise Abatement Measures 72 Renewal Essa Road Central System 122 ACCOro-Medonte Biosolid Facility 73 ACC Georgian Drive - Georgian College Entrance 123 ACCPedestrian Bridges 31 & 32 74 Renewal Hanmer Street East & St. Vincent Street - Traffic Signals 124 ACCPerry Street Well 4A 75 Renewal Hanmer Street East & Stanley Street - Traffic Signals 125 ACCPine Drive - Phase 1 76 Renewal Harvie Road/Big Bay Point & Hwy 400 Class EA 126 ACCPine Drive - Phase 2 77 Renewal Huronia Road & Loon Avenue - Traffic Signals 127 ACCPine Drive - Phase 3 78 Renewal Huronia Road & McKay Road - Traffic Signals 128 ACCPrimary Scum 79 ACC Huronia Road Railway Crossing Warning System - South of Ellis 129 ACCRedfern Avenue Culvert - Bear Creek 80 Renewal Huronia Road Railway Crossing Warning System - South of Herrell 130 ACCRoss Street - Wellington to Toronto 81 ACC Infill Streetlighting 131 ACCShanty Bay Road / Blake Street Retaining Wall 82 Renewal Lennox Park 132 ACCSt. Vincent Street / Highway 400 Underpass Guiderail 83 Renewal Little Avenue Railway Crossing Warning System - West of Huronia 133 ACCSunnidale Reservoir 84 ACC Little Lake - Pond LT1 between Cardinal and St Vincent 134 ACCSunnidale Road - Cundles to Pump Station 85 ACC Madelaine Drive & Dean Avenue - Traffic Signals 135 ACCSunnidale Road - Letitia to Reservoir #2 86 ACC Madelaine Drive & Esther Drive - Traffic Signals 136 ACCSunnidale Road - Letitia to Wellington 87 ACC Mapleton II (Sunfield) 137 ACCSurface Water Treatment Plant 88 ACC Mapleview Drive Central System 138 RenewalSurvey Equipment - Cellular GPS Equipment 89 Corporate Need Mapleview Drive/25th Sideroad & County Road 27 Realignment 139 ACCSurvey Equipment - Digital Level 90 Renewal Marsellus Drive - IPS Traffic Signals 140 ACCTiffin Boat Launch - Parking Lot Improvements 91 Renewal McKay Road & Veterans Drive - Traffic Signals 141 ACCTiffin Street - Well 7 to Anne 92 ACC North Shore Trail - Ecological Restoration 142 RenewalTiffin Street - Well 7 to Ferndale 93 ACC North Shore Trail - Slope Stabilization 143 RenewalToronto Street - Ross to Dunlop 94 ACC Pay & Display Machine 144 RenewalWhiskey Creek - Brennan Avenue 95 ACC Penetanguishene Road from Georgian to Grove 145 ACCWhiskey Creek - The Boulevard 96 ACC Playground Replacement Program 146 RenewalWhiskey Creek Floodway - Brennan to The Boulevard 97 ACC Prince William & Sovereigns Gate - Pedestrian Signals 147 ACCWhiskey Creek Floodway - North of Brennan 98 ACC PRV - Hemingway Crescent & Fox Run 148 RenewalWilliams Street Drainage Outlet and Ancillary Works 99 Renewal Sandringham III (Craigmel) Park 149 ACCWPCC Advanced Nutrient Removal 100 ACC Sandringham IV (Gilroy) 150 ACCWPCC Inlet Works Conversion 101 Renewal Sandringham Park - Interim Seeding 151 ACCWPCC Phase II Expansion 102 ACC Sanitary Servicing - Unserviced Areas 152 ACC

Shalom Park 153 ACCEngineering Department - Infrastructure Planning Branch St. Vincent Street - Codrington and Orchard - IPS 154 ACC

St. Vincent Street Central System 155 RenewalProject Name Page Number Project Type Summerset Drive & Hawkins Drive 156 ACCAnne Street Central System 103 Renewal Summerset Drive (School) - Ped. Signals 157 ACCArdagh Road & Mapleton Avenue 104 ACC System Surveillances (4 locations) 158 ACCArdagh Road & Wright Drive/Grant's Way 105 ACC Well #3 Rehabilitation 159 RenewalBayfield/Dunlop/Calpperton (5 Points) Class EA 106 ACC Yonge Street & Country Lane - Traffic Signals 160 ACCBayview Drive & Little Avenue - Cabinet Upgrade 107 Renewal Yonge Street & Esther Drive - Traffic Signals 161 ACCBear Creek SWM Pond 8a Rehabilitation 108 Renewal Yonge Street Central System 162 RenewalBear Creek SWM Pond 8b Rehabilitation 109 RenewalBrunton Park 110 Renewal Engineering Department - Development , Policy and Standards Branch Bunkers Creek - Wellington Plaza - Donald to N. of Wellington 111 ACCCodrington Street & Mulcaster Street - Cabinet Upgrade 112 Renewal Project Name Page Number Project TypeCollier Street & Clapperton Street - Traffic Signals 113 ACC County Road 27 / CN Railway - Bear Creek Culvert 163 ACCCoronation (Innis Shore) Park 114 ACC Hanmer Street West - Kozlov to Bayfield 164 ACC


Finance Department Operations Department - Wastewater Operations Branch

Project Name Page Number Project Type Project Name Page Number Project TypeWater Billing System 165 Corporate 12' Portable Pump/Piping 198 Renewal

Aeration Mixer Power 199 ACCICT Department BSF - Storage Tanks Replacement of Mixers 200 ACC

Corealis Meter (2) 201 ACCProject Name Page Number Project Type Grounding Study and Works - WPCC Facility 202 ACC2-3 Year Plan - Great Plains 166 Corporate High Purity Oxygen Supply Study 203 ACCExternal Web Solution 167 Corporate Influent Building Ventilation Study 204 ACCRadio Infrastructure Simulcast 168 Corporate Inlet Works Screen Installations 205 RenewalCityWorks CMMS 169 Corporate Lagoon Overflows and Interconnecting Pipes Feasibility Study 206 ACCDesktop Software Maintenance Program 170 Corporate PLC/Scada/Commnications/Grounding Upgrade Tyndale PS 207 ACCLaptop Replacement Program 171 Corporate Polymer System Upgrade 208 RenewalLarge Printer Replacement Program 172 Corporate Process Instrumentation 209 LegislatedMid-Size Printer Replacement Program 173 Corporate Process/Hydraulic Modeling Program 210 ACCMonitor Replacement Program 174 Corporate PS Flowmeters 211 ACCPC Replacement Program 175 Corporate PS New Generators at 2 Stations 212 ACCSmall Printer Replacement Program 176 Corporate Raw Sewage Pump #3 213 RenewalCommunications Towers 177 Corporate Raw Sludge Pump 214 RenewalEmergency Response Radio Systems Expansion - Final Solution 178 ACC Return Activated Sludge Piping Replacement and Retrofit 215 RenewalEnterprise Resource Planning (ERP) System 179 Committed Secondary Scum 216 ACCNetwork Switch Replacement 180 Corporate Storage Mezzanine 217 ACCPhone Switch Replacement 181 Corporate Structural Repair for Aerobic Reactor Tanks #1 and 2 218 RenewalPhone System Renewals 182 Corporate Structural Repair for RBC Influent Channels 219 RenewalServer Replacement and Virtualization Program 183 Corporate Structural Repair of Filters Tank # 1 and 2 Weirs 220 RenewalTower Infrastructure Replacement Program 184 Corporate Structural Repair of Tanks for Secondary Clarifier 4 221 RenewalVoice and Data Radio Communications Infrastructure Renewal 185 Corporate UV Disinfection Ventilation 222 RenewalTechnology Communications Master Plan 186 Corporate Automatic Valves and Flowmeters 223 Renewal

Tertiary Filter PLC Replacement 224 RenewalLeisure, Transit & Facilities Department - Transit Branch Treatment Facility Security Monitoring & Gates WPCC 225 ACC

UNOX Gates 226 RenewalProject Name Page Number Project Type Master Space Plan and Sequencing Strategy 227 RenewalAutomated Passenger Counting Equipment 187 ACCFare Collection System 188 Renewal Leisure, Transit & Facilities Department - Facilities Branch

Operations Department - Environmental Operations Branch Project Name Page Number Project Type56 Mulcaster - Interior Renovations 228 Renewal

Project Name Page Number Project Type Allandale Rec. Centre - Big Red Air Exchanger 229 RenewalCommodities Storage Facility 189 Renewal Allandale Rec. Centre - Plumbing Upgrade 230 RenewalCOMRIF Intake 2 190 ACC Allandale Rec. Centre - Red - Refrigeration System Modifications 231 RenewalLandfill Monitoring Wells, Purge Wells and Stream Gauges 191 Legislated Allandale Rec. Centre - Red - Roof Section A2 232 RenewalLandfill Gas Collection 192 Committed Allandale Rec. Centre - Replace B-MU 2 Change Rooms 233 RenewalLandfill Reengineering 193 Committed Allandale Rec. Centre - Replace Sections C1 & A1 (Pool Roof) 234 RenewalLandfill Weigh Scales 194 Renewal Barrie Molson Centre - Building Automation System 235 RenewalTCE Groundwater Monitoring Wells 195 Legislated Barrie Molson Centre - DHW Boilers (2) 236 RenewalWaste Receiving - Roll-off Bins, Containers and Fixtures 196 Renewal Barrie Molson Centre - Refrigeration Controls 237 Renewal

Barrie Molson Centre - Replace Supply Fan #2 238 RenewalOperations Department - Water Operations Branch BFES - Interim Station 5 239 ACC

BFES (Station 1) - 65 Vespra - Demolition 240 RenewalProject Name Page Number Project Type BFES (Station 1) - HQ Construction - Facility Development 241 RenewalPRV & Chambers Condition Assessment & Strategic Investment Plan 197 Renewal BFES (Station 3) - Site Works Renewal 242 Renewal

BFES (Station 4) - Female Quarters 243 LegislatedLeisure, Transit & Facilities Department - Facilities Branch Parks - Bucket Truck 291 Renewal


Parks - Forestry Chip Truck (02-307) 292 RenewalProject Name Page Number Project Type Parks - Garbage Compactor (99-319) 293 RenewalCity Hall - Backflow Preventers 244 Legislated Parks - Mid Size Dump Truck (02-308) 294 RenewalCity Hall - HVAC Replacement 245 Renewal Parks - Pick Up 295 RenewalCity Hall - Interim Accessibility Renovations 246 Legislated Parks & Roads - 2500 Pickup with Plow (01-189) 296 RenewalCity Hall - Replace All Roofs 247 Renewal Roads - Pickup Trucks (6) 297 RenewalCity Hall - Security System Upgrades 248 ACC Roads - Midsize Dump Trucks (9) 298 RenewalCorporate Facilities - CCTV Camera & Card Access System 249 Renewal Roads - Sander Trucks (547, 550) 299 RenewalCorporate Facilities - Key System Replacement Program 250 Renewal Roads - Sidewalks Machines (219, 220) 300 RenewalEastview Arena - Renovations (RINC) 251 Renewal Roads and Parks - Snowplow/Sander 301 ACCGeorgian Theatre - Upgrades and Renovations 252 Legislated Traffic - Bucket Truck (99-415) 302 RenewalHeritage Park Splash Pad - Mechanical Relocation 253 Renewal Traffic - Pick up (01-183) 303 RenewalHeritage Park Splash Pad - Pad Resurfacing 254 Renewal Transit Bus (replacements) 304 RenewalHolly C.C. - HVAC & Pool Controls 255 Renewal Water - Backhoe (01-818) 305 RenewalHolly C.C. - Roof Remediation 256 Renewal Water - Customer Service Pickup Truck 306 RenewalHolly C.C. - Pool Change Room Floor Upgrade 257 Renewal Water - Truck (99-180) 307 ACCLibrary (Main Branch) - Restore Section 3A (Main Roof) 258 Renewal Water - Valve Turner Trailer 308 RenewalLibrary (Satellite Branch 1) - Facility Development 259 ACC Water & Wastewater - Pickup Trucks (14) 309 ACCMacLaren Art Centre - Environmental Systems Modernization 260 Renewal Watermain Commissioning 310 ACCOPS CTR - Ground Floor Accessibility Renovations 261 LegislatedOPS CTR - Site Upgrades (Construction) Site Works 262 Renewal Operations Department - Roads and Parks BranchParkview C.C. - Environmental Restoration - Major Renovatins 263 RenewalParkview C.C. - Exterior Concrete Repairs 264 Renewal Project Name Page Number Project TypeParkview C.C. - Structural Remediation - Crawl Space 265 Renewal Downtown CCTV Cameras 311 ACCPolice (29 Sperling) - Roof Replacement 266 Renewal Oil Grit Separators/Snow Melt 312 RenewalPolice Services (79 Bell Farm) 267 ACC Walkway Stairs between Rodney and Collingwood 313 RenewalPolice Services Accommodation 268 ACCSports Complex - Operations & Maintenance Facility 269 ACCTransit Garage Construction 270 ACCTransit Terminal - Replace Flat Roofs 271 RenewalWater Pollution Control Centre - Roof Renovations 272 Renewal

Operations Department Branch - Fleet Services Branch

Project Name Page Number Project TypeBACTS Bus (replacement) 273 RenewalBFES - 4 Door 4x4 Pickup Truck 274 RenewalBFES - Aerial Platform Truck 275 RenewalBFES - Fire Car #1 276 RenewalBFES - Fire Car #4 (03-3001) 277 RenewalBFES - Hazmat Trailer (91-413) 278 ACCBFES - Pumper Truck 279 ACCBicycle Racks on Barrie Transit 280 ACCEnvironmental - Roll Off Truck 281 RenewalLandfill - Pickup Truck (02-1004) 282 RenewalLandfill - Rubber Tire Loader 283 RenewalOro Biosolids Facility - Forklift 284 ACCParks - 10 Foot Mower 285 RenewalParks - 12 Foot Mower 286 ACCParks - 2 Pickup trucks (00-181, 00-182) 287 RenewalParks - 2 Six Foot Mowers (97-211, 97-234) 288 RenewalParks - 3 Six Foot Riding Mowers 289 RenewalParks - Ball Diamond Groomer 290 Renewal


CAPITAL PROJECT DETAIL REPORT REFERENCE GUIDE

Specific Branch name within the Department specified. Specific Project Name.

Project # and/or Temp # assigned for tracking purposes in the Capital Plan. Project Type (Additional Capacity/Capability, Legislated, Corporate Need, or Renewal) for the specified project.

In the context of this report for the 2012‐ 2021 Capital Plan, this field was not used. Project Description and Rationale for moving forward with the project.

Where the year is shown as 2011, this indicates that funding was approved in a previous year and is being carried over to 2012. Year End Expenditure is the amount forecasted to be spent by December 31, 2011. The funding sources indicated are for the Carryover amount.

Year – where the year is shown as 2012 or any subsequent year, this indicates that funding is being requested or forecast to be required in that year.

Category, previously assigned Account # (if an existing project), and Project Phase for each component of the project within the year specified. Year End Exp – indicates the year end expenditure for 2011 if the project had previously approved funding. Funding sources are not provided for Year End Expenditure amounts. Carryover – monies budgeted in a previous year that are projected to remain unspent as of January 1, 2012. Funding sources are indicated for Carryover amounts. See G. Budget Req – Gross of all newly requested amounts to be approved during approval of the 2012‐2021 Capital Plan, identified by year, or funding for the 2012 (or future year) phase of a multiyear project that was committed in the 2010 or 2011 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). User Rate – Funding contributions required from the water user rate and/or wastewater user rate and/or parking rate. DCA – Funding contributions required from development charges in accordance with the 2008 development charges background study and council approved reduction factors. Grants – Funding contributions from government agencies through grant programs (eg. 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. Tax Cap Res – Funding contributions required from the Tax Capital Reserve. Debenture – Amount of funding that is planned to be debentured.

Year Total provided for Year End Expenditure, Carryover, Budget Request and Forecast amounts, and all funding sources, summed for all components (Categories and Project Phases) of the project in the specified year. Project Total provided for Year End Expenditure, Carryover, Budget Request and Forecast amounts, and all funding sources, summed for all years of the project indicated.

Total Project Cost sums the Year End Expenditure, Carryover, Budget Request and Forecast amounts for all components (Categories and Project Phases) of the project in all years shown. Does not include any money spent prior to 2011.

H

J

k

D

F

G

C

E

i

A B

1148

0537

1120

1119

0545

0616

1306

1141

0384

1237

Eng1348

Eng1343

1283

0339

0547

1224

0544

1285

0308

1287

1135

0377

0542

0626

0615

0546

0548

0467

0469

0683

0651

1286

0538

0626

Kempenfelt Bay

Little Lake

400 HWY S

400 H

WY N

ESSA

RD

HURONIA RD

YONGE ST

LOCKHART RD

TOWN LINE

BAYVIEW DR

MAPLEVIEW DR E

TIFFIN ST

DUNLOP ST W

SALEM RD

BIG BAY POINT RD

VETERAN'S DR

GROVE ST E

ANNE ST N

HURST DR

BAYFIELD ST

ARDAGH RD

MCKAY RD W

LITTLE AVE

ST VINCENT ST

BLAKE ST

MAPLEVIEW DR W

ROSE ST

WELH

AM R

D

EDGEHILL DR

FERNDALE DR N

STEEL ST

HARVIE RD

INNISFIL ST

MAPLETON AVE

MCKAY RD E

SUNNIDALE RD

CUNDLES RD E

JOHN ST

COOK

ST

DUCK

WORT

H ST

ANNE ST S

CUNDLES RD W

MILLER DR

COUNTY ROAD 27

LEACOCK DR

FERNDALE DR S

DEAN AVE

GEORGIAN DR

COX MILL RD

FAIRVIEW RD

LIVINGSTONE ST W

REID DR

LAKESHORE DR

EMMS DR

SAUNDERS RD

LETITIA ST

KING ST

ESTHER DR

PEEL ST CODRINGTON ST

PATTERSON RD

BROCK ST

OWEN ST

COUNTRY LANE

NAPIER ST

BURTON AVE

CAPLAN AVE

LIVINGSTONE ST E

DOCK RD

BRADFORD ST

TAYLOR DR

HANMER ST E

PENE

TANG

UISH

ENE

RD

FERRIS LANE

GUNN STQUEEN ST

MARSELLUS DRSPROULE DR

LOON AVEELLIS DR

EMPIRE DR

KEMPENFELT DR

STANLEY ST

PUGE

T ST

HENRY ST

HART

DR

MARSHALL ST

CRAWFORD ST

SUMMERSET DR

FOX R

UN

SHIRLEY AVE

GORE DR

MADELAINE DR

THE QUEENSWAY

DODSON RD

WARD DR

RODN

EY S

T

SIMCOE ST

SOVEREIGN'S GATE

OTTAWAY AVE

KRAUS RD

RAWS

ON AV

E

DIANA W

AY

RUFFET DR

BRYNE DR

CHELTENHAM RD

GIBBON DR

SHANTY BAY RD

SANFORD ST

JAMES ST

NORRIS DR

GOWAN ST

GLORIA ST

COULTER ST

ECCLES ST N

GARDEN DR

SUNDEW DR

DYMENT RD

BAY LANE

EUGENIA ST

BIRD ST

BISHOP DR

FOSTER DR

HEATHER ST

LOUGHEED RD

SANDRINGHAM DR

MAYFAIR DR

NEWTON ST

ATHABASKA RD

CLOUGHLEY DR

CAROL RDCOMMERCE PARK DR

MELROSE AVE

HOOPER RD

HOLLY MEADOW RD

BENS

ON D

R

PARK PLACE BLVD

WISMER AVE

BIRKHALL PL

RAQUEL ST

TRUMAN RD

KELL PL

ELLEN ST

PENVILL TRAIL

MUIR DR

ST PAUL'S CRES

NICKLAUS DR

HAWKINS DR

BROWNING TRAILSPRINGHOME RD

IRENE DR

AMELIA ST

CARDINAL ST

PARKSIDE DR

EDEN DR

BRIAR RD

MCVEIGH DR

JEAN ST

CONCERT WAY

SARJEANT DR

OREN BLVD

CORBETT DR

WIDGEON ST

AGNES ST

BRENNAN AVE

FERGUSON DR

AUSTEN LANE

VESPRA ST

JACOBS TERR

GEORGE ST

MASTERS DR

HICK

LING

TRAI

L

DUNSMORE LANE

CHAL

MERS

DR

FROST TRAIL

SAXO

N RD

ADAM ST

VIOLE

T ST

QUANCE ST

DUNN ST

MONARCHY ST

SPRINGDALE DR

OSPREY RIDGE RD

ELMBROOK DR

TURNER DR

WILLOW DR

TUNBRIDGE RD

KNICELY RD

GRANT'S WAY

FINLAY RD

STRO

UD PL

DALTON ST

GALL

IE CR

T

GROUSE GLEN

MONIQUE CRES

PECK ST

ALLSOP CRES

BERN

ICK

DR

FELT CRES

STOLLAR BLVD

BATTEAUX ST

GOODWIN DR

BARR

IE V

IEW D

R

WESSENGER DR

CHURCHLAND DR

MURRAY ST

GROSS DR

FAWN CRES

DAVIES CRES

GROVE ST W

PRATT RD

MINET'S POINT RD

TWISS DR

SHALOM WAY

LOYALIST CRTPHILLIPS ST

COLLEGE CRES

PENTON DR

ARGYLE RD

STAPLETON PL

COMMONWEALTH RD

PAE DR

MERRETT DRCROSS ST

COLLEEN AVE

WOOD ST

WYNES RD

BERTHA AVE

BATES CRT

BALTIMORE RD

CAPPS DR

GLENHILL DR

NEVA RD

PERRY ST

BRYNE DR

³

City of Barrie 2012 Capital BudgetRoad Spending Plan

Created by: AKChauvin (C.A.M.)Date: December 12, 2011

1 0 10.5 Kms

Additional Capacity/Capability RenewalRoad Network Water Course Lake City Boundary

1222122912301269

1119

1224

0542

123110470307

1221

1314

0545

05460625

Eng1

352

Eng1

353

0660

0488 1304

0547

0339

0626

0544

0308

1135

0469

0615

1120

0683

0616

0626

1237

1054

1306

1209

0362

0491

1294

Eng0894

Kempenfelt Bay

Little Lake

400 HWY S

400 H

WY N

ESSA

RD

HURONIA RD

YONGE ST

LOCKHART RD

TOWN LINE

BAYVIEW DR

TIFFIN ST

DUNLOP ST W

MAPLEVIEW DR E

SALEM RD

BIG BAY POINT RD

VETERAN'S DR

GROVE ST E

ANNE ST N

HURST DR

BAYFIELD ST

ARDAGH RD

MCKAY RD W

LITTLE AVE

ST VINCENT ST

BLAKE ST

MAPLEVIEW DR W

ROSE ST

WELH

AM R

D

EDGEHILL DR

FERNDALE DR N

STEEL ST

HARVIE RD

INNISFIL ST

MAPLETON AVE

MCKAY RD E

SUNNIDALE RD

CUNDLES RD E

JOHN ST

COOK

ST

DUCK

WORT

H ST

ANNE ST S

CUNDLES RD W

MILLER DR

COUNTY ROAD 27

LEACOCK DR

FERNDALE DR S

DEAN AVE

GEORGIAN DR

COX MILL RD

FAIRVIEW RD

LIVINGSTONE ST W

REID DR

LAKESHORE DR

EMMS DR

SAUNDERS RD

LETITIA ST

KING ST

ESTHER DR

PEEL ST CODRINGTON ST

PATTERSON RD

BROCK ST

OWEN ST

COUNTRY LANE

NAPIER ST

BURTON AVE

CAPLAN AVE

KOZLOV ST

LIVINGSTONE ST E

DOCK RD

TAYLOR DR

HANMER ST E

PENE

TANG

UISH

ENE

RD

FERRIS LANE

GUNN STQUEEN ST


LOON AVEELLIS DR

KEMPENFELT DR

EMPIRE DR

STANLEY ST

PUGE

T ST

HART

DR

MARSHALL ST PINE DR

CRAWFORD ST

SUMMERSET DR

FOX R

UN

SHIRLEY AVE

GORE DR

MADELAINE DR

STRABANE AVE

THE Q

UEEN

SWAY

BELL FARM RD

DODSON RD

WARD DR

SOVEREIGN'S GATE

OTTAWAY AVE

KRAUS RD

RAWS

ON AV

E

RUFFET DR

BRYNE DR

CHELTENHAM RD

GIBBON DR

SHANTY BAY RD

JAMES ST

NORRIS DR

GOWAN ST

GLORIA ST

COULTER ST

GARDEN DR

SUNDEW DR

DYMENT RD

BAY LANE

EUGENIA ST

HANMER ST W

BIRD ST

BISHOP DR

HEATHER ST

LILLIAN CRES

LOUGHEED RD

ARTHUR AVE

SANDRINGHAM DR

MAYFAIR DR

NEWTON ST

RED OAK DR

IRWIN DR

CLOUGHLEY DR

CAROL RDCOMMERCE PARK DR

MELROSE AVE

HOOPER RD

BENS

ON D

R

PARK PLACE BLVD

WISMER AVE

BIRKHALL PL

RAQUEL ST

TRUMAN RD

CASTLE DR

KELL PL

ELLEN ST

PENVILL TRAIL

COLUMBIA RD

MUIR DR

ST PAUL'S CRES

NICKLAUS DR

HAWKINS DR

BROWNING TRAILSPRINGHOME RD

IRENE DR

AMELIA ST

CARDINAL ST

BRIAR RD

MCVEIGH DR

JEAN ST

CONCERT WAY

BUTTERNUT DR

SARJEANT DR

CORBETT DR

WIDGEON ST

AGNES ST

BRENNAN AVE

MASTERS DR

HICK

LING

TRAI

L

DUNSMORE LANE

CHAL

MERS

DR

FROST TRAIL

MARION CRES

ADAM ST

QUANCE ST

MONARCHY ST

SPRINGDALE DRELMBROOK DR

TURNER DR

ROSLYN RD

WILLOW DR

TUNBRIDGE RD

GRANT'S WAY

FINLAY RD

STRO

UD PL

DALTON ST

GALL

IE CR

T

BELCOURT AVE

GROUSE GLEN

MONIQUE CRES

ALLSOP CRES

BERNICK DR

FELT CRES

BATTEAUX ST

GOODWIN DR

BARR

IE V

IEW D

R

WESSENGER DR

JOHN

SON

ST

CHURCHLAND DR

MURRAY ST

GROSS DR

FAWN CRES

GROVE ST W

LOGAN CRT

BOYS ST N

SHALOM WAY

LOYALIST CRT

JOSEPH CRES

PHILLIPS ST

COLLEGE CRES

ARGYLE RD

WEBB S

T

STAPLETON PL

COMMONWEALTH RD

PAE DR

WOOD ST

BERTHA AVE

BOULTON CRT

CROMPTON DR

BALTIMORE RD

CAPPS DR

MCCONKEY PL

GLENHILL DR

NEVA RDMOWAT CRES

BRYNE DR

³

City of Barrie 2012 Capital BudgetStorm Spending Plan


1 0 10.5 Kms


0616

1119

1317

06601047

1120

0625

1221

1221

0690 (Biosolid Facility)

0339

0547

0626

0564

0544

0308

0469

0542

0615

0546

0548

0467

0545

Kempenfelt Bay

Little Lake

400 HWY S

400 H

WY N

ESSA

RD

HURONIA RD

YONGE ST

LOCKHART RD

BAYVIEW DR

TOWN LINE

MAPLEVIEW DR E

TIFFIN ST

DUNLOP ST W

SALEM RD

BIG BAY POINT RD

VETERAN'S DR

GROVE ST E

ANNE ST N

HURST DR

BAYFIELD ST

ARDAGH RD

MCKAY RD W

LITTLE AVE

ST VINCENT STBLAKE ST

MAPLEVIEW DR W

ROSE ST

WELH

AM R

D

EDGEHILL DR

FERNDALE DR N

STEEL ST

HARVIE RD

JOHN

SON

STINNISFIL ST

MAPLETON AVE

MCKAY RD E

SUNNIDALE RD

CUNDLES RD E

JOHN ST

COOK

ST

DUCK

WORT

H ST

ANNE ST S

CUNDLES RD W

MILLER DR

COUNTY ROAD 27

LEACOCK DR

FERNDALE DR S

DEAN AVE

GEORGIAN DR

COX MILL RD

FAIRVIEW RD

LIVINGSTONE ST W

REID DR

LAKESHORE DR

EMMS DR

SAUNDERS RD

LETITIA ST

KING ST

ESTHER DR

PEEL ST

CODRINGTON ST

PATTERSON RD

BROCK ST

OWEN ST

COUNTRY LANE

NAPIER ST

BURTON AVE

CAPLAN AVE

KOZLOV ST

LIVINGSTONE ST E

DOCK RD

BRADFORD ST

TAYLOR DR

HANMER ST E

PENE

TANG

UISH

ENE

RD

FERRIS LANE

GUNN STQUEEN ST

COLLIER ST


LOON AVEELLIS DR

EMPIRE DR

KEMPENFELT DR

STANLEY ST

PUGE

T ST

HENRY ST

HART

DR

MARSHALL ST

CRAWFORD ST

SUMMERSET DR

FOX R

UN

DUNLOP ST ESHIRLEY AVE

GORE DR

MADELAINE DR

STRABANE AVE

THE QUEENSWAY

BELL FARM RD

DODSON RD

WARD DR

SOVEREIGN'S GATE

OTTAWAY AVE

KRAUS RD

RAWS

ON AV

E

DIANA W

AY

RUFFET DR

BRYNE DR

VICTORIA ST

CHELTENHAM RD

GIBBON DR

WORSLEY ST

CUMBERLAND ST

SHANTY BAY RD

JAMES ST

NORRIS DR

GLORIA ST

COULTER ST

ECCLES ST N

GARDEN DR

SUNDEW DR

DYMENT RD

BAY LANE

EUGENIA ST

HANMER ST W

BIRD ST

WILLIAM ST

BISHOP DR

FOSTER DR

HEATHER ST

LOUGHEED RD

ARTHUR AVE

SANDRINGHAM DR

MAYFAIR DR

NEWTON ST

ATHABASKA RD

RED OAK DR

CLOUGHLEY DR

CAROL RD

DRURY LANE

COMMERCE PARK DR

MELROSE AVE

HOOPER RD

HOLLY MEADOW RD

BENS

ON D

R

PARK PLACE BLVD

WISMER AVE

LITTLE LAKE DR

BIRKHALL PL

RAQUEL ST

TRUMAN RD

CASTLE DR

KELL PL

ELLEN ST

PENVILL TRAIL

COLUMBIA RD

MUIR DR

ST PAUL'S CRES

NICKLAUS DR

HAWKINS DR

BROWNING TRAIL

SPRINGHOME RD

IRENE DR

AMELIA ST

CARDINAL ST

EDEN DR

BRIAR RD

MCVEIGH DR

JEAN ST

CONCERT WAY

SARJEANT DR

OREN BLVD

CORBETT DR

WIDGEON ST

AGNES ST

BRENNAN AVE

FERGUSON DR

MASTERS DR

HICK

LING

TRAI

L

DUNSMORE LANE

CHAL

MERS

DR

FROST TRAIL

SAXO

N RD

MARION CRES

HIGH ST

ADAM ST

QUANCE ST

DUNN ST

MONARCHY ST

SPRINGDALE DR

OSPREY RIDGE RD

ELMBROOK DR

TURNER DR

ROSLYN RD

WILLOW DR

TUNBRIDGE RD

ALLIANCE BLVD

KNICELY RD

GRANT'S WAY

MARCUS ST

FINLAY RD

STRO

UD PL

ALFRED ST

DALTON ST

400 H

WY N OFF

BAYF

IELD ST

GALL

IE CR

T

BELCOURT AVE

GROUSE GLEN

MONIQUE CRES

PECK ST

ALLSOP CRES

BERNICK DR

FELT CRES

BATTEAUX ST

GOODWIN DR

BARR

IE V

IEW D

R

CHURCHLAND DR

GROSS DRFAWN CRES

MINET'S POINT RD

LOGAN CRT

TWISS DR

SHALOM WAY

NORTH ST

LOYALIST CRTPHILLIPS ST

COLLEGE CRES

ARGYLE RD

STAPLETON PL

COMMONWEALTH RD

PAE DR

MERRETT DR

WYNES RD

BERTHA AVE

BATES CRTBOULTON CRT

CROMPTON DR

BALTIMORE RD

CAPPS DR

MCCONKEY PL

GLENHILL DR

NEVA RD

BRYNE DR

³

City of Barrie 2012 Capital BudgetWastewater Spending Plan


1 0 10.5 Kms


Eng13570506

0415

111913060384

1221

0184

1311

06751120

13071308

1047

Eng1354Eng1336

Eng1022

Eng0434

0545

0417

0413

0227

Eng1336Eng1336

Eng0999

0576

0425

0631

0629

0544

0308

0426

0469

0569

0615

0546

0627 & 0628

0630

0418

0616

Kempenfelt Bay

Little Lake

400 HWY S

400 H

WY N

ESSA

RD

HURONIA RD

YONGE ST

LOCKHART RD

TOWN LINE

BAYVIEW DR

TIFFIN ST

MAPLEVIEW DR E

DUNLOP ST W

SALEM RD

BIG BAY POINT RD

VETERAN'S DR

GROVE ST E

ANNE ST N

HURST DR

BAYFIELD ST

ARDAGH RD

MCKAY RD W

LITTLE AVE

ST VINCENT STBLAKE ST

MAPLEVIEW DR W

ROSE ST

WELH

AM R

D

EDGEHILL DR

FERNDALE DR N

STEEL ST

HARVIE RD

JOHN

SON

STINNISFIL ST

MAPLETON AVE

MCKAY RD E

CUNDLES RD E

JOHN ST

COOK

ST

DUCK

WORT

H ST

ANNE ST S

CUNDLES RD W

MILLER DR

COUNTY ROAD 27

LEACOCK DR

FERN

DALE

DR

S

DEAN AVE

GEORGIAN DR

COX MILL RD

FAIRVIEW RD

LIVINGSTONE ST W

REID DR

LAKESHORE DR

EMMS DR

SAUNDERS RD

LETITIA ST

KING ST

ESTHER DR

PEEL ST

CODRINGTON ST

PATTERSON RD

OWEN ST

COUNTRY LANE

NAPIER ST

BURTON AVE

CAPLAN AVE

KOZLOV ST

TORONTO ST

LIVINGSTONE ST E

DOCK RD

BRADFORD ST

TAYLOR DR

HANMER ST E

PENE

TANG

UISH

ENE

RD

FERRIS LANE

GUNN STQUEEN ST

COLLIER ST


LOON AVEELLIS DR

EMPIRE DR

KEMPENFELT DR

STANLEY ST

PUGE

T ST

HENRY ST

MARSHALL ST PINE DR

CRAWFORD ST

SUMMERSET DR

SHIRLEY AVE

GORE DR

MADELAINE DR

STRABANE AVE

THE QUEENSWAY

BELL FARM RD

DODSON RD

WARD DR

MORROW RD

SOVEREIGN'S GATE

OTTAWAY AVE

KRAUS RD

RAWS

ON AV

E

DIANA W

AY

RUFFET DR

BRYNE DR

CHELTENHAM RD

WORSLEY ST

SHANTY BAY RD

JAMES ST

NORRIS DR

GLORIA ST

ECCLES ST N

GARDEN DR

SUNDEW DR

FORD ST

BAY LANE

EUGENIA ST

BIRD ST

FOSTER DR

HEATHER ST

LOUGHEED RD

ARTHUR AVE

SANDRINGHAM DR

MAYF

AIR D

R

NEWTON ST

ATHABASKA RD

IRWIN DR

CLOUGHLEY DR

CAROL RD

MELROSE AVE

HOOPER RD

HOLLY MEADOW RD

BENS

ON D

R

PARK PLACE BLVD

WISMER AVE

LITTLE LAKE DR

BIRKHALL PL

RAQUEL ST

KELL PL

ELLEN ST

PENVILL TRAIL

COLUMBIA RD

MUIR DR

ST PAUL'S CRES

NICKLAUS DR

HAWKINS DR

SPRINGHOME RD

IRENE DR

AMELIA ST

CARDINAL ST

BRIAR RD

MCVEIGH DR

JEAN ST

THRUSHWOOD DR

LESLIE AVE

WILDWOOD TRAIL

SARJEANT DR

CORBETT DR

WIDGEON ST

BRENNAN AVE

VESPRA ST

MASTERS DR

HICK

LING

TRAI

L

DUNSMORE LANE

FROST TRAIL

SAXO

N RD

BEACON RD

MARION CRES

MOORE PL

ADAM ST

QUANCE ST

DUNN ST

MONARCHY ST

OSPREY RIDGE RD

ELMBROOK DR

TURNER DR

ROSLYN RD

WILLOW DR

TUNBRIDGE RD

ALLIANCE BLVD

KNICELY RD

GRANT'S WAY

MARCUS ST

FINLAY RD

STRO

UD PL

ALFRED ST

DALTON ST

GALL

IE CR

T

BELCOURT AVE

MONIQUE CRES

PECK ST

ALLSOP CRES

BERNICK DR

FELT CRES

GOODWIN DR

HAMILTON RD

CHURCHLAND DR

MURRAY ST

GROSS DR

LAMPMAN LANE

FAWN CRES

TOUCHETTE DR

MINET'S POINT RD

TWISS DR

SHALOM WAY

NORTH ST

LOYALIST CRT

JOSEPH CRES

PHILLIPS ST

COLLEGE CRES

STAPLETON PL

COMMONWEALTH RD

PAE DR

MERRETT DR

WYNES RD

BERTHA AVE

BATES CRT

PICKETT CRES

CROMPTON DR

BALTIMORE RD

CAPPS DR

MCCONKEY PL

GLENHILL DR

NEVA RD

BRYNE DR

³

City of Barrie 2012 Capital BudgetWater Spending Plan


1 0 10.5 Kms


BFES Department Project Report

Training, Prevention and Communications

Communications Equipment - Fire Radio Infrastructure

Fire Specific Radio Equipment - Infrastructure

RenewalOPR0614

Year 1 of a 3 year program to replace equipment specifically used for paging, fire ground radio coverage, in-building radio coverage and fire specific radio related equipment. Various pieces of equipment (such as the mobile repeater which

boosts radio signal into a building) is past its life expectancy and new technology is available to achieve a more consistent signal strength in buildings such as high rises or manufacturing plants where in-building radio coverage is difficult to

achieve. A layered approach to radio coverage is required to achieve the best possible level of safety for fire fighters entering all types of buildings under adverse conditions.

Project # Temp # Project ManagerProject Type

2012 Category Account # Project Phase Carryover Budget Req Dev Agr Reserves User Rate DCA Grants Other TaxCap.Res DebentureYearEnd Exp Forecast FGT

Capital

Purchases

B.F.E.S. 0 100,000 0 0 0 0 100,000 0 0 0 0 0 0

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


Capital

Purchases

B.F.E.S. 0 0 0 0 0 0 100,000 0 0 0 0 100,000 0

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


Capital

Purchases

B.F.E.S. 0 0 0 0 0 0 100,000 0 0 0 0 100,000 0

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

100,000 0 0 300,000 0 0 0 0 0 0 Project Total 200,000 0

300,000Total Project Cost

0

Project Description

Rationale

NoStrategic Priority

BFES Department Project Report

Training, Prevention and Communications

Communications Equipment - Radios

Communications Equipment - Mobile Radios

RenewalOPR0613

There are currently 12 Spectra mobile radios in use since February of 2000. These radios are no longer manufactured & parts for service and repairs are only available into 2012. These pieces of equipment have a 10 year expected useful life

which was up in 2010. It is unrealistic for the radios to last beyond 2012. Mobile radios are used in each vehicle, fire station and as back-up radios to the radio consoles used in the Communications Centre to dispatch Barrie Fire and the 12

client municipalities. Mobile radios operate at a higher wattage of power than portables and therefore are considered a reliable and important piece of our overall Communications System. The radio system - specifically the mobile radios are

the integral part of notifying fire fighters of incoming emergency responses. Further, they are considered a part of a fire fighters’ health and safety equipment during an emergency response.



Capital

Purchases

B.F.E.S. 0 40,000 0 0 0 0 40,000 0 0 0 0 0 0

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


Capital

Purchases

B.F.E.S. 0 0 0 0 0 0 40,000 0 0 0 0 40,000 0

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

40,000 0 0 80,000 0 0 0 0 0 0 Project Total 40,000 0


0

Project Description

Rationale


Engineering Department Project Report

Design and Construction

1 & 15 Bayfield Street

Site remediation, revisions to Simcoe Street alignment and construction of a parking lot (100 spaces) for the Hotel Site at 1-15 Bayfield Street in conjunction with City Centre revitalization.

B KahleAdditional Capacity/Capability0537 Eng0393

This report was proposed in Staff Report CAO002-07, and approved by Council Motion 07-G-107.



Const - Year 1Parking Lots 531,619 0 0 531,619 0 0 0 0 0 0 14-17-4020-0537 76,690 0 0

Const - Year 1Roads 153,636 0 0 0 0 0 0 153,636 0 0 14-16-2510-0537 2,372 0 0

0 685,255 0 0 0 531,619 0 0 0 153,636 Year Total 0 79,062 0

0 685,255 153,636 0 0 0 0 531,619 0 0 Project Total 0 79,062


0

Project Description

Rationale

YesStrategic Priority



10-14 Collier Street Parking Lot (Manulife)

Construction of parking lot at 10-14 Collier Street.

D JamesRenewal0523

Cleanup of contaminated soils to eliminate the continuation of contaminants migrating to surrounding properties.



Pre-DesignParking Lots 104,878 0 0 104,878 0 0 0 0 0 0 14-17-4020-0523 0 0 0

0 104,878 0 0 0 104,878 0 0 0 0 Year Total 0 0 0

0 104,878 0 0 0 0 0 104,878 0 0 Project Total 0 0


0

Project Description

Rationale




23 Collier Street

Construction of parking lot at 23 Collier Street.

D. JamesRenewal0597

Parking lot is requiring reconstruction.



Const - Year 3Parking Lots 33,270 0 0 33,270 0 0 0 0 0 0 14-18-4020-0597 0 0 0

0 33,270 0 0 0 33,270 0 0 0 0 Year Total 0 0 0

0 33,270 0 0 0 0 0 33,270 0 0 Project Total 0 0


0

Project Description

Rationale




3 PRV - Zone 3N to Zone 2N

Installation of 3 PRV's at Cundles Road & Anne Street, Sunnidale Road & Livingstone Street and Lewis Lane & Fox Run to transmit water from Zone 3N to Zone 2N.

Additional Capacity/CapabilityEng1336

These pressure reducing valves are needed to transmit water from pressure Zone 3N to pressure Zone 2N in the event of a localized fire or emergency event. This project was originally identified as part of the November 2004 Water System

Master Plan Consolidated Report (Earth Tech Canada Inc.) and the subsequently by the December 2009 Final Report - Updating the Exisiting City of Barrie Hydraulic Water Model. These studies concluded that pressure Zone 2N is currently

deficient in pumping capacity and storage volumes, and that pressure Zone 3N could provide fire flows of about 900m3 through PRV's in the Cundles/Anne, Sunnidale/Livingstone and Lewis/Fox Run areas. Improvements could lead to Zone

3N providing a portion of fire flows in Zone 2N.



DesignWatermain 0 10,000 0 10,000 0 0 0 0 0 0 0 0 0

10,000 0 0 0 0 10,000 0 0 0 0 Year Total 0 0 0


Const - Year 1Watermain 0 0 0 210,000 0 0 0 0 0 0 0 210,000 0

0 0 0 0 0 210,000 0 0 0 0 Year Total 210,000 0 0

10,000 0 0 0 0 0 0 220,000 0 0 Project Total 210,000 0


0

Project Description

Rationale




ACDC Rail Crossing - Essa Road

Upgrade ACDC Rail Crossing at Essa Road for improved overland storm drainage.

L. BorgdorffRenewal1221 Eng1360

The roadway was being reconstructed as part of sanitary sewer realignment, and the rail crossing was deteriorating at an accelerated rate compared to other similar road-rail crossings in Barrie because of poor road drainage.



Const - Year 1Sanitary

Sewers

1,691 0 0 1,691 0 0 0 0 0 0 14-16-2515-1221 13,189 0 0

Const - Year 1Storm Sewers 154,021 0 0 0 0 0 154,021 0 0 0 14-16-2520-1221 19,321 0 0

Const - Year 1Watermain 379 0 0 379 0 0 0 0 0 0 14-16-2535-1221 1,419 0 0

0 156,091 0 0 0 2,070 0 0 154,021 0 Year Total 0 33,929 0

0 156,091 0 154,021 0 0 0 2,070 0 0 Project Total 0 33,929


0

Project Description

Rationale




Allandale Station - Site Assessment

Additional site investigation was to assist with negotiations to sell and develop the land.

L BorgdorffRenewal1206

The assistance included reassessing the environmental and archaeological conditions on the site; provide appropriate legal descriptions of the lands to be conveyed; and prepare any by-law amendments or resolution of any zoning matters that

are required in order for the Allandale Station Redevelopment to proceed as contemplated by the preliminary agreement.



Pre-DesignAdministration 77,510 0 0 0 0 0 77,510 0 0 0 14-14-2000-1206 19,000 0 0

0 77,510 0 0 0 0 0 0 77,510 0 Year Total 0 19,000 0

0 77,510 0 77,510 0 0 0 0 0 0 Project Total 0 19,000


0

Project Description

Rationale




Anne Street - Anne to Perry Well

Completion of project.

D JamesAdditional Capacity/Capability0506Project # Temp # Project ManagerProject Type


Const - Year 3Watermain 14,254 0 0 2,968 0 11,286 0 0 0 0 14-16-2535-0506 76 0 0

0 14,254 0 11,286 0 2,968 0 0 0 0 Year Total 0 76 0

0 14,254 0 0 0 0 11,286 2,968 0 0 Project Total 0 76


0

Project Description

Rationale




Anne Street Reservoir - Edgehill Drive

Construction of a transmission watermain on Anne Street north of Edgehill Drive.

D JamesAdditional Capacity/Capability0418

Completion of project (Highway 400 underpass). This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its

Out-to-Boundary plus Indensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.).



Const - Year 3Watermain 123,813 0 0 19,873 0 103,940 0 0 0 0 14-16-2535-0418 83 0 0

0 123,813 0 103,940 0 19,873 0 0 0 0 Year Total 0 83 0

0 123,813 0 0 0 0 103,940 19,873 0 0 Project Total 0 83


0

Project Description

Rationale




Anne Street Watermain crossing Highway 400

Construction of a transmission watermain on Anne Street North crossing Highway 400.

D JamesAdditional Capacity/Capability1144 Eng0925

Completion of transmission watermain to supply water south of Highway 400.



Const - Year 1Watermain 157,744 0 0 133,260 0 24,484 0 0 0 0 14-16-2535-1144 635,674 0 0

0 157,744 0 24,484 0 133,260 0 0 0 0 Year Total 0 635,674 0

0 157,744 0 0 0 0 24,484 133,260 0 0 Project Total 0 635,674


0

Project Description

Rationale




Ardagh Ferndale Water Quality Sampling Station

Building on the existing PRV chamber for water quality sampling and testing equipment in a non-confined space.

D JamesAdditional Capacity/CapabilityEng0999

An existing PRV valve chamber has been installed on an easement near the Ardagh Road Ferndale Drive intersection. The PRV supplies water to a reduced pressure zone on Ardagh Road. Ontario regulation 170 requires distribution system

sampling and bacteriological and chlorine residual testing. Presently samples are collected and tested manually. The existing valve chamber is underground and is deemed to be confined space so entry is labour intensive. The new building will

be at grade and not designed as a confined space so entry will be simplified saving labour cost.




PropertyWatermain 0 18,000 0 18,000 0 0 0 0 0 0 0 0 0

38,000 0 0 0 0 38,000 0 0 0 0 Year Total 0 0 0



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

38,000 0 0 0 0 0 0 218,000 0 0 Project Total 180,000 0


0

Project Description

Rationale




Bayview Drive - Mapleview south 200 m

Intersection improvements on Bayview Drive south of Mapleview Drive East.

D JamesAdditional Capacity/Capability0538

As a result of traffic studies and growth of the City, this intersection needs to be expanded to accommodate the increased traffic.



Const - Year 1Roads 3,000 0 0 0 0 2,419 581 0 0 0 14-16-2510-0538 182,532 0 0

0 3,000 0 2,419 0 0 0 0 581 0 Year Total 0 182,532 0

0 3,000 0 581 0 0 2,419 0 0 0 Project Total 0 182,532


0

Project Description

Rationale




Bayview Drive (Zone 2S) - Big Bay Point to Mapleview

Construction of a watermain on Bayview Drive (Zone 2S) from Big Bay Point Road to Mapleview Drive East.


This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-to-Boundary plus Intensification Scenario of the

November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This work will be co-ordinated with other infrastructure improvements associated with the Park Place development.



Const - Year 1Watermain 2,000 0 0 181 0 1,819 0 0 0 0 14-16-2535-0627 599,282 0 0

0 2,000 0 1,819 0 181 0 0 0 0 Year Total 0 599,282 0

0 2,000 0 0 0 0 1,819 181 0 0 Project Total 0 599,282


0

Project Description

Rationale




Bayview Drive (Zone 3S) - Big Bay Point to Mapleview

Construction of a transmission watermain on Bayview Drive (Zone 3S) from Big Bay Point Road to Mapleview Drive East.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This work will be co-ordinated with other infrastructure improvements associated with the Park Place development.



Const - Year 1Watermain 2,000 0 0 181 0 1,819 0 0 0 0 14-16-2535-0628 1,057,987 0 0

0 2,000 0 1,819 0 181 0 0 0 0 Year Total 0 1,057,987 0

0 2,000 0 0 0 0 1,819 181 0 0 Project Total 0 1,057,987

1,059,987Total Project Cost

0

Project Description

Rationale




Bayview Drive / Big Bay Point Road Signals

Installation of traffic signals at Bayview Drive and Big Bay Point Road in conjunction with proposed road widening.


The Traffic Impact Study that was completed as part of the Park Place Development application, projected operational requirements and increased traffic volumes that warrant traffic signals at this location. As part of an OMB settlement, the

City is committed to completing these works in conjunction with the development schedule.



Const - Year 1Traffic Signals 1,000 0 0 0 344 606 50 0 0 0 14-16-2361-1200 141,708 0 0

0 1,000 0 606 344 0 0 0 50 0 Year Total 0 141,708 0

0 1,000 0 50 0 0 606 0 344 0 Project Total 0 141,708


0

Project Description

Rationale




Bayview Drive / Churchill Drive Signals

Traffic Control Signals - Bayview Drive / Churchill Drive intersection.







0 1,000 0 606 353 0 0 0 41 0 Year Total 0 99,141 0

0 1,000 0 41 0 0 606 0 353 0 Project Total 0 99,141


0

Project Description

Rationale




Big Bay Point Road - Bayview to Yonge

Construction of a transmission watermain on Big Bay Point Road from Bayview Drive to Yonge Street.

L. BorgdorffAdditional Capacity/Capability0425

Completion of project. This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-to-Boundary plus

Intensification Scenario of the November 2004 Water Supply Master Plan Consolidated Report (Earth Tech. Canada Inc.). This system needs to be put in place prior to the Surface Water Treatment Plant coming on-line in 2010 so that the

system will operate as intended. Not moving forward with this project will affect the distribution of potable water supply throughout the City.




0 108,109 0 88,136 0 19,973 0 0 0 0 Year Total 0 1,571 0

0 108,109 0 0 0 0 88,136 19,973 0 0 Project Total 0 1,571


0

Project Description

Rationale




Big Bay Point Road - Bryne to Bayview

Construction of a transmission watermain on Big Bay Point Road from Bryne Drive to Bayview Drive.

L. BorgdorffAdditional Capacity/Capability0426

Completion of project. This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-to-Boundary plus

Intensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This system needs to be in place prior to the Surface Water Treatment Plant coming on-line in 2010 so that the system

will operate as intended. Not moving forward with this project will affect the distribution of potable water supply throughout the City.




0 295,528 0 232,851 0 62,677 0 0 0 0 Year Total 0 37,000 0

0 295,528 0 0 0 0 232,851 62,677 0 0 Project Total 0 37,000


0

Project Description

Rationale




Big Bay Point Road Trans. Watermain - SWTP to Sandringham

Construction of a transmission watermain from the Surface Water Treatment Plant to Sandringham Drive.


Currently the SWTP does not have any redundancy on the outlet from the plant. The proposed 400mm transmission watermain from the SWTP east to the Big Bay Point Road/Sandringham Drive intersection would provide a secondary outlet

for the plant. The interconnections will provide a redundancy that will allow the SWTP to continue operating in the range of 15 to 25 ML per day or 25 to 40% of its current operating capacity for several days or longer depending on the actual

system demands, if the existing 1200mm transmission main is shut down for any reason. The projected demands fo the STWP in 2011 are in the range of 15 and 35 ML.




42,500 0 0 0 0 42,500 0 0 0 0 Year Total 0 0 0



0 0 0 0 0 850,000 0 0 0 0 Year Total 850,000 0 0

42,500 0 0 0 0 0 0 892,500 0 0 Project Total 850,000 0


0

Project Description

Rationale




Boulton Court Well 19 & Pumphouse

Completion of Well 19 and pumphouse.

G KingAdditional Capacity/Capability0413Project # Temp # Project ManagerProject Type


DesignWatermain 50,159 0 0 39,130 0 11,029 0 0 0 0 14-16-2535-0413 38,375 0 0

0 50,159 0 11,029 0 39,130 0 0 0 0 Year Total 0 38,375 0

0 50,159 0 0 0 0 11,029 39,130 0 0 Project Total 0 38,375


0

Project Description

Rationale




Bunker's Creek - Milligan's Pond

Completion of Bunkers Creek storm sewer on Boys Street from Henry Street to Donald Street and east on Donald Street to the entrance to the Wellington Plaza.

D. JamesAdditional Capacity/Capability0488

Completion of project. This project has facilitated the next phase of storm sewer construction on Boys and Donald Streets (Bunkers Creek Storm Sewer - Phase 2).



Const - Year 3Storm Sewers 5,145 0 0 0 0 2,459 2,686 0 0 0 14-16-2520-0488 4,620 0 0

0 5,145 0 2,459 0 0 0 0 2,686 0 Year Total 0 4,620 0

0 5,145 0 2,686 0 0 2,459 0 0 0 Project Total 0 4,620


0

Project Description

Rationale




Bunkers Creek - SWM Pond at Operations Centre

Construction of a stormwater management pond on Bunkers Creek at the Operations Centre (B12).

R MadoreAdditional Capacity/Capability0491

The Bunkers Creek MDP identified this facility. The facility is required to alleviate flooding downstream. Not proceeding with this project will allow flooding in downstream reaches of the Bunkers Creek watershed to persist which in turn is a

potential liability for the City and hazard to its residents.



Const - Year 1Storm Ponds 330,088 0 0 0 0 0 199,108 0 0 0 14-16-2522-0491 270,307 0 130,980

0 330,088 0 0 0 0 0 0 199,108 0 Year Total 0 270,307 130,980

0 330,088 0 199,108 0 0 0 0 0 0 Project Total 0 270,307


130,980

Project Description

Rationale




Bunkers Creek Storm Sewer - Phase 2

Reconstruction of Bunkers Creek storm sewer on Boys Street from Henry Street to Donald Street and east on Donald Street to the entrance to the Wellington Plaza.

L BorgdorffRenewal0625 Eng0184

This project is required for installation or replacement of infrastructure due to capacity, deterioration and environmental concerns. Watercourse currently experiences significant flooding and does not meet the design criteria for the 100-Year

storm.



Const - Year 1Storm Sewers 249,829 0 0 0 0 0 124,914 0 0 0 14-16-2520-0625 35,829 0 124,915


Sewers

20,294 0 0 20,294 0 0 0 0 0 0 14-16-2515-0625 (33,533) 0 0

Const - Year 2Sidewalks 11,950 0 0 0 0 0 11,950 0 0 0 14-16-2525-0625 7,500 0 0

0 282,073 0 0 0 20,294 0 0 136,864 0 Year Total 0 9,796 124,915

0 282,073 0 136,864 0 0 0 20,294 0 0 Project Total 0 9,796


124,915

Project Description

Rationale




Cathodic Protection - H20

Cathodic protection program.

G KingRenewal0216

This project related mainly to Council's Strategic Priority. Initiate an Infrastructure Renewal Plan. This project extends the longevity of the existing ductile iron watermain infrastructure inventory by installing sacrificial anodes that deteriorate in

place of the watermain. The effort and vacuum truck method of installing the anodes is very minimal compared to the full replacement of the entire watermain, which would include road reinstatement. The watermains that are being cathodically

protected are being scheduled prior to roadworks being completed.



Const - Year 3Watermain 48,148 0 0 48,148 0 0 0 0 0 0 14-16-2535-0216 5,000 0 0

0 48,148 0 0 0 48,148 0 0 0 0 Year Total 0 5,000 0

0 48,148 0 0 0 0 0 48,148 0 0 Project Total 0 5,000


0

Project Description

Rationale




Cathodic Protection - Phase 1

Cathodic protection program to extend the life of ductile-iron watermain.

RenewalEng1333

Corrosion occurs on Ductile Iron watermains throughout the City. In order to prolong the life of these watermains, cathodic protection is to be applied to minimize corrosion and therefore maintain the asset until the ductile iron will be replaced.




20,000 0 0 0 0 20,000 0 0 0 0 Year Total 0 0 0



0 0 0 0 0 400,000 0 0 0 0 Year Total 400,000 0 0

20,000 0 0 0 0 0 0 420,000 0 0 Project Total 400,000 0


0

Project Description

Rationale




Co-generation and Biogas Treatment

Co-generation and biogas treatment expansion resulting from 76 ML/day expansion. In addition, the new FIT program and Return-on-Investment concluded yearly operational savings.

G KingAdditional Capacity/Capability0640 Eng0201

The service provided is the discharge management from the WPCC for the long-term sustainability of Lake Simcoe. The impact of these funds will allow proper planning of infrastructure. The need/timing are a result of the Biogas (Methane)

that is generated as part of the treatment process. The City has previously invested in Co-generators that use biogas to produce electricity and heating for the WPCC. The impact of these capital funds will allow the City to continue using the

growing quantity of biogas to offset electricity demands at the WPCC. The need/timing is a result of the increased wastewater flows due to City growth. An analysis concluded that a change in operation and a storage dome was the most cost

effective. The scope of the Work Plan includes the Design through to construction. The proposed investment will: Ensure the best use of the biogas, Increase savings on energy costs, reutilize existing assets and promote good use of a

renewable energy resource.



DesignWPCC 380,526 0 0 69,159 0 311,367 0 0 0 0 14-16-2515-0640 192,560 0 0

0 380,526 0 311,367 0 69,159 0 0 0 0 Year Total 0 192,560 0


Const - Year 1WPCC 0 0 0 655,851 0 1,444,149 0 0 0 0 14-16-2515-0640 0 2,100,000 0

0 0 0 1,444,149 0 655,851 0 0 0 0 Year Total 2,100,000 0 0


Const - Year 2WPCC 0 0 0 62,462 0 137,538 0 0 0 0 14-16-2515-0640 0 200,000 0

0 0 0 137,538 0 62,462 0 0 0 0 Year Total 200,000 0 0


Const - Year 3WPCC 0 0 0 15,616 0 34,384 0 0 0 0 14-16-2515-0640 0 50,000 0

0 0 0 34,384 0 15,616 0 0 0 0 Year Total 50,000 0 0

0 380,526 0 0 0 0 1,927,438 803,088 0 0 Project Total 2,350,000 192,560


0

Project Description

Rationale




County Road 30 Culvert - Bear Creek

County Road 30 culvert replacement on Bear Creek, south of Mapleview Drive.

J. CaplingAdditional Capacity/Capability1294 Eng1283

The existing culvert capacity is limited to the lower frequency storms (2 yr. to 5 yr. event). The proposed culvert is to convey the 25 yr. storm event (1.76 cms). Residences and businesses experience frequent flooding of structures as a result of

the culvert being under-capacity. Corrects existing flooding issue of property downstream of the location (minor flooding occurs many times per year). Simcoe County was aware of the deficiency and had begun the pre-design process through

the initiation of a pre-design study. Further Engineering work was not completed in 2009 as the downstream land was part of the annexation lands. Upstream development has occurred (Mapleview Industrial Park) as roads have been

constructed and ICI site plans may be proceeding in the near future. Upstream culvert works will be completed as a result of this development. The proposed culvert would ideally be completed before these upstream culvert works are

completed.



DesignCulverts 95,893 0 0 0 0 0 95,893 0 0 0 14-16-2521-1294 14,107 0 0

0 95,893 0 0 0 0 0 0 95,893 0 Year Total 0 14,107 0


Const - Year 1Culverts 0 550,000 0 0 0 0 55,000 0 0 0 14-16-2521-1294 0 0 495,000

550,000 0 0 0 0 0 0 0 55,000 0 Year Total 0 0 495,000

550,000 95,893 0 150,893 0 0 0 0 0 0 Project Total 0 14,107


495,000

Project Description

Rationale




Cundles Road E. - Livingstone to Duckworth

Reconstruction of Cundles Road East from Livingstone Street East to Duckworth Street including roadworks, sanitary sewers, storm sewers, sidewalks, traffic signals and watermain.

L BorgdorffAdditional Capacity/Capability0544

Cundles Road has existing traffic operational difficulties and requires improvements. A proposed development in the area (i.e Penady, Georgian College Health and Wellness Centre, RVH Cancer Centre) will generate additional traffic volumes

and increase pressure on the poorly performing intersection and road ways. Storm drainage, sanitary servicing and water servicing improvement are also required to accommodate the road widening and the development. Additional road

improvements are noted under the Duckworth Street- Cundles Rd. to Bernick/Rose St., including improvements to the Duckworth St, Hwy 400 Interchange. MTO is anticipated to contribute toward the interchange improvements.



Const - Year 1Roads 3,298,498 0 0 0 0 1,919,762 2,348 958,019 418,369 0 14-16-2510-0544 197,477 0 0

Const - Year 1Traffic Signals 139,477 0 0 0 0 92,019 0 47,458 0 0 14-16-2361-1001 5,521 0 0

Const - Year 1Traffic Signals 158,715 0 67,620 0 0 60,855 0 30,240 0 0 14-16-2361-1002 6,283 0 0



Sewers

19,338 0 0 19,338 0 0 0 0 0 0 14-16-2515-0544 662 0 0

Const - Year 1Storm Sewers 608,431 0 0 0 0 387,192 0 221,239 0 0 14-16-2520-0544 21,393 0 0

Const - Year 1Sidewalks 156,283 0 0 0 0 101,033 0 55,250 0 0 14-16-2525-0544 3,717 0 0


Const - Year 1Traffic Signals 88,530 0 0 0 0 57,232 31,298 0 0 0 14-16-2361-0544 6,225 0 0

Const - Year 1Streetlights 263,525 0 0 0 0 170,363 0 93,162 0 0 14-16-2363-0544 6,475 0 0

Const - Year 1Storm Ponds 1,080,770 0 0 0 0 0 0 1,026,731 54,039 0 14-16-2522-0544 39,230 0 0

0 6,415,067 67,620 2,880,417 0 481,450 472,408 0 33,646 2,479,526 Year Total 0 306,063 0


Const - Year 2Roads 0 355,000 0 0 0 229,500 0 125,500 0 0 14-16-2510-0544 0 0 0

355,000 0 0 229,500 0 0 0 0 0 125,500 Year Total 0 0 0

355,000 6,415,067 2,605,026 33,646 0 472,408 3,109,917 481,450 0 67,620 Project Total 0 306,063


0

Project Description

Rationale




Donald Street - Wellington to Eccles

Reconstruction of Donald Street from Wellington Street West to Eccles Street including roadworks, sanitary sewers, storm drainage, sidewalks and watermain.


Donald's surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. The buried infrastructure is also in need of replacement. To maximize on best asset management strategies the

entire Right-of-Way will be reconstructed.




Sewers

79,314 0 0 39,657 0 0 0 0 0 0 14-16-2515-0546 2,915 0 39,657

Const - Year 2Storm Sewers 69,357 0 0 0 0 0 69,357 0 0 0 14-16-2520-0546 603 0 0

Const - Year 2Roads 293,473 0 0 0 0 0 293,473 0 0 0 14-16-2510-0546 140,394 0 0

Const - Year 2Sidewalks 56,678 0 0 0 0 0 56,678 0 0 0 14-16-2525-0546 570 0 0


Const - Year 2Culverts 58,697 0 0 0 0 237 11,203 0 0 0 14-16-2521-0546 1,217 0 47,257

0 620,394 0 237 0 102,532 0 0 430,711 0 Year Total 0 148,248 86,914

0 620,394 0 430,711 0 0 237 102,532 0 0 Project Total 0 148,248


86,914

Project Description

Rationale




Duckworth Street - Cundles to Bernick

Reconstruction of Duckworth Street from Cundles Road to Bernick Drive including roadworks and a new Hwy. 400 bridge structure/interchange (front-ended). Segments: 1. Capilano to Bell Farm (excluding MTO) 2. Ramp to Ramp (MTO area)

3. Bell Farm to Bernick.

L BorgdorffAdditional Capacity/Capability0469 Eng0241

Duckworth Street has traffic operational difficulties and requires improvements. Proposed adjacent developments (i.e Penady, Georgian College Health and Wellness Centre, RVH Cancer Centre) will generate additional traffic volumes and

increase pressure of the poorly performing intersection and roadways. Storm drainage improvements are required to accommodate the road widening. The sanitary forcemain is in poor condition and at risk of failing, and will be replaced. MTO

is anticipated to contribute toward the Duckworth St. Hwy 400 Interchange improvements.



UtilitiesRoads 441,777 0 0 0 0 142,800 0 78,089 220,888 0 14-16-2510-0469 158,223 0 0

Const - Year 1Storm Sewers 444,393 0 0 0 0 101,459 0 60,262 282,672 0 14-16-2520-0469 15,519 0 0

Const - Year 1Sidewalks 105,411 0 0 0 0 34,073 0 18,633 52,705 0 14-16-2525-0469 4,589 0 0

Const - Year 1Watermain 173,910 0 0 87,911 0 0 0 0 85,999 0 14-16-2535-0469 6,055 0 0


Sewers

590,529 0 0 306,889 0 0 0 0 283,640 0 14-16-2515-0469 19,031 0 0


Const - Year 1Streetlights 243,679 0 0 0 0 56,239 0 30,754 156,686 0 14-16-2363-0469 6,321 0 0

Const - Year 1Bridges 5,998,416 0 0 0 0 151,808 0 417,460 5,429,148 0 14-16-2511-0469 551,584 0 0

PropertyRoads 100,000 0 0 0 0 64,648 0 35,352 0 0 14-16-2510-0469 0 0 0

Const - Year 1Roads 1,110,000 0 0 0 0 256,180 0 140,090 713,730 0 14-16-2510-0469 0 0 0

0 9,611,832 0 1,065,131 0 394,800 7,225,468 0 0 926,433 Year Total 0 777,517 0


Const - Year 2Bridges 0 7,680,000 0 0 0 134,533 0 369,954 7,175,513 0 14-16-2511-0469 0 0 0

Const - Year 2Roads 0 1,280,000 0 0 0 295,415 0 161,545 823,040 0 14-16-2510-0469 0 0 0

Const - Year 2Bridges 0 1,650,000 0 0 0 0 0 0 1,650,000 0 14-16-2511-0469 0 0 0

10,610,000 0 0 429,948 0 0 9,648,553 0 0 531,499 Year Total 0 0 0


Const - Year 3Roads 0 120,000 0 0 0 27,695 0 15,145 77,160 0 14-16-2510-0469 0 0 0

Const - Year 3Bridges 0 1,350,000 0 0 0 23,648 0 65,031 1,261,321 0 14-16-2511-0469 0 0 0

1,470,000 0 0 51,343 0 0 1,338,481 0 0 80,176 Year Total 0 0 0

12,080,000 9,611,832 1,538,108 0 0 18,212,502 1,546,422 394,800 0 0 Project Total 0 777,517


0

Project Description

Rationale




Dunlop / Eccles Intersection Improvements

Construction of a centre left turn lane on Dunlop Street West onto Eccles Street North and South and the construction of a right turn lane from Eccles Street South onto Dunlop Street West including roadworks, sanitary sewers, storm sewers

and watermain.


This project is required to facilitate improved turning movements at the intersection of Eccles Street and Dunlop Street West due to increased traffic and the future construction of the Fire Station at the south-east corner of the intersection.





Sewers

2,000 0 0 2,000 0 0 0 0 0 0 14-16-2515-0660 143,520 0 0

Const - Year 1Storm Sewers 131 0 0 0 0 0 131 0 0 0 14-16-2520-0660 100,732 0 0

Const - Year 1Traffic Signals 0 0 0 0 0 0 0 0 0 0 14-16-2361-0660 234,185 0 0

0 4,149 0 0 0 2,000 0 0 2,149 0 Year Total 0 543,720 0

0 4,149 0 2,149 0 0 0 2,000 0 0 Project Total 0 543,720


0

Project Description

Rationale




Dunlop and Tiffin/Miller Intersection Improvements

Intersection improvements at the intersection of Dunlop Street West and Tiffin Street/Miller Drive.


Simcoe County is proposing to widen Highway 90 to five lanes with construction in 2013 east of CR27. If the City wants to include the reconstruction of the Dunlop Street and Miller Dr./Tiffin St. intersection with the County's reconstruction west

of CR90, the County would be willing to give consideration to including the section of CR90 from Miller Dr./Tiffin St. to CR27 as part of the reconstruction west of CR27.



DesignRoads 0 150,000 0 0 0 50,001 99,999 0 0 0 0 0 0

150,000 0 0 50,001 0 0 0 0 99,999 0 Year Total 0 0 0


PropertyRoads 0 0 0 0 0 351,008 701,992 0 0 0 0 1,053,000 0

0 0 0 351,008 0 0 0 0 701,992 0 Year Total 1,053,000 0 0


UtilitiesRoads 0 0 0 0 0 100,002 199,998 0 0 0 0 300,000 0

0 0 0 100,002 0 0 0 0 199,998 0 Year Total 300,000 0 0


Const - Year 1Roads 0 0 0 0 0 486,678 973,322 0 0 0 0 1,460,000 0

0 0 0 486,678 0 0 0 0 973,322 0 Year Total 1,460,000 0 0

150,000 0 0 1,975,311 0 0 987,689 0 0 0 Project Total 2,813,000 0


0

Project Description

Rationale




Dunlop Street - Mary to Sampson - Level 3

Work consists of full depth asphalt removal and up to 50% granular base replacement.


Dunlop Street’s surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. The roadway surface is in fair condition, based upon a road condition rating assessment performed in 2010.

The buried infrastructure is not in need of rehabilitation or in critical enough condition to require replacement. To extend the life of the road asset, the asphalt and up to 50% of the granular base must be replaced, in order to capitalize on the

available window of opportunity. The Level 3 rehab will extend the life of the road and defer a full reconstruction until the subsurface infrastructure requires replacement. If the level 3 rehab is not undertaken, the condition of the road will

deteriorate further, requiring more extensive, costly and disruptive reconstruction.



DesignRoads 18,500 0 0 0 0 0 18,500 0 0 0 14-16-2510-1285 10,000 0 0

0 18,500 0 0 0 0 0 0 18,500 0 Year Total 0 10,000 0


Const - Year 1Roads 0 0 0 0 0 0 450,000 0 0 0 14-16-2510-1285 0 450,000 0

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

0 18,500 0 468,500 0 0 0 0 0 0 Project Total 450,000 10,000


0

Project Description

Rationale




Dunlop Street / Mary Street

Reconstruction of Dunlop Street West from Toronto Street to Mary Street and south on Mary Street from Dunlop Street West to Simcoe Street in conjunction with the re-alignment of the Sophia Creek trunk sewer.

J CaplingRenewal1047 Eng0015

This project area was included in the Sophia Creek West Branch - Drainage and Infrastructure Improvements Class EA. The Sophia Creek West Branch trunk storm sewer currently passes through several private properties, creating a liability

for the City. The proposed improvements will provide a new system located within the municipal right-of-ways. This project is needed in combination with improvements on Toronto Street to facilitate the proper drainage of the Sophia Creek

West Branch. Delaying this project will delay the Toronto Street, Dunlop to Ross project, which also has implications as far as water supply system. Linkage to council stratigic priorities include: Implement revitalization plans for the City Centre;

Enhance Public Spaces Throughout the City




Sewers

121,421 0 0 75,664 0 0 0 0 0 0 14-16-2515-1047 21,508 0 45,757

Const - Year 1Storm Sewers 56,358 0 0 0 0 0 11,955 0 0 0 14-16-2520-1047 310,765 0 44,403



Const - Year 1Traffic Signals 9,158 0 0 0 0 0 9,158 0 0 0 14-16-2361-1047 76,955 0 0

0 279,688 0 0 0 127,994 0 0 61,534 0 Year Total 0 558,160 90,160

0 279,688 0 61,534 0 0 0 127,994 0 0 Project Total 0 558,160


90,160

Project Description

Rationale




Dyment's Creek Erosion Remediation

Restoration of Dyment's Creek to stabilize the channel from erosion.

J. CaplingRenewal1314 Eng1362

Excessive erosion to Dyment's Creek in the area of the Leachate Collection Gallery and trunk sanitary sewer has resulted in the trunk sanitary sewer to become exposed, presenting a significant environmental concern. Council Motion

11-G-194. Emergency repairs were undertaken in 2009 as well as Dyments Creek Master Plan, and Federal and Provincial Requirement. The repair was not intended or approved as a permanent solution for erosion protection.



DesignWatercourses 47,500 0 0 0 0 0 47,500 0 0 0 14-16-2523-1314 22,500 0 0

0 47,500 0 0 0 0 0 0 47,500 0 Year Total 0 22,500 0


Const - Year 1Watercourses 0 270,000 0 0 0 0 27,000 0 0 0 14-16-2523-1314 0 0 243,000

270,000 0 0 0 0 0 0 0 27,000 0 Year Total 0 0 243,000

270,000 47,500 0 74,500 0 0 0 0 0 0 Project Total 0 22,500


243,000

Project Description

Rationale




Essa Road - Anne to Bryne

Essa Road is proposed to be widened to 5 lanes from east of Anne Street to east of the new Osmington Entrance and to 7 lanes (plus intersection improvements) from east of the Osmington Entrance to Fairveiw Road (subject to Council

approval of alternative)

R MadoreAdditional Capacity/Capability0626 Eng0185

The existing Essa Road right-of-way generally at 20.1 meters is not sufficient to allow for the required road widenings identified in the Essa Road EA. Additional property must therefore be acquired from properties front Essa Rd. Osmington Inc.

has developed concept plans for the Event Centre lands located at 175 and 199 Essa Road (approximately 425,000S.F of commerical development) and has investigated servicing and traffic issues associated with the development. On

September 10, 2007, Barrie Counil under Motion 07-G-468 approved a commitment of necessary resources to ensure Essa Road and interchange improvements will be undertaken to finalize the Event Centre on Essa Road.



Pre-DesignSanitary

Sewers

19,907 0 0 19,907 0 0 0 0 0 0 14-16-2515-0626 5,000 0 0

DesignRoads 189,565 0 113,710 0 0 0 22,120 50,946 0 0 14-16-2510-0626 100,725 0 2,789

Pre-DesignStorm Sewers 58,254 0 0 0 0 0 0 58,254 0 0 14-16-2520-0626 5,180 0 0

Pre-DesignTraffic Signals 33,192 0 0 0 0 0 0 33,192 0 0 14-16-2361-0626 5,000 0 0

DesignStreetlights 47,000 0 0 0 0 0 47,000 0 0 0 14-16-2363-0626 3,000 0 0

PropertyRoads 500,000 0 299,924 0 0 0 58,344 134,375 0 0 14-16-2510-0626 0 0 7,357

UtilitiesRoads 650,000 0 389,902 0 0 0 75,847 174,687 0 0 14-16-2510-0626 0 0 9,564

Pre-DesignSidewalks 6,000 0 0 0 0 0 0 6,000 0 0 14-16-2525-0626 1,000 0 0

0 1,503,918 803,536 0 0 19,907 0 0 203,311 457,454 Year Total 0 119,905 19,710


PropertyRoads 0 0 0 0 0 1,616,200 0 883,800 0 0 14-16-2510-0626 0 2,500,000 0

UtilitiesRoads 0 0 0 0 0 323,240 0 176,760 0 0 14-16-2510-0626 0 500,000 0

0 0 0 1,939,440 0 0 0 0 0 1,060,560 Year Total 3,000,000 0 0


UtilitiesRoads 0 0 0 0 0 290,916 0 159,084 0 0 14-16-2510-0626 0 450,000 0

Const - Year 1Streetlights 0 0 0 0 0 193,944 0 106,056 0 0 14-16-2363-0626 0 300,000 0

Const - Year 1Watermain 0 0 0 0 0 0 0 150,000 0 0 14-16-2535-0626 0 150,000 0

Const - Year 1Culverts 0 0 0 0 0 0 0 115,000 0 0 14-16-2521-1219 0 115,000 0

Const - Year 1Culverts 0 0 0 0 0 179,230 0 105,770 0 0 14-16-2521-0626 0 285,000 0

Const - Year 1Traffic Signals 0 0 0 0 0 323,240 0 176,760 0 0 14-16-2361-0626 0 500,000 0

Const - Year 1Storm Sewers 0 0 0 0 0 387,888 0 212,112 0 0 14-16-2520-0626 0 600,000 0


Sewers

0 0 0 0 0 0 0 250,000 0 0 14-16-2515-0626 0 250,000 0

Const - Year 1Sidewalks 0 0 0 0 0 193,944 0 106,056 0 0 14-16-2525-0626 0 300,000 0

Const - Year 1Roads 0 0 1,618 0 0 4,524,313 0 2,474,069 0 0 14-16-2510-0626 0 7,000,000 0

0 0 1,618 6,093,475 0 0 0 0 0 3,854,907 Year Total 9,950,000 0 0


Const - Year 2Roads 0 0 0 0 0 452,536 0 247,464 0 0 14-16-2510-0626 0 700,000 0

0 0 0 452,536 0 0 0 0 0 247,464 Year Total 700,000 0 0

0 1,503,918 5,620,385 203,311 0 0 8,485,451 19,907 0 805,154 Project Total 13,650,000 119,905


19,710

Project Description

Rationale




Essa Road - Ferndale to Coughlin

Reconstruction of Essa Road from Ferndale Drive South to Coughlin Road including roadworks, sanitary sewers and storm sewers.


As a result of traffic studies and growth of the City, this arterial route needs to be expanded to multiple lanes.



DesignRoads 16,206 0 0 0 0 12,953 3,253 0 0 0 14-16-2510-0547 42,141 0 0

DesignStorm Sewers 5,600 0 0 0 0 4,073 1,527 0 0 0 14-16-2520-0547 2,400 0 0

DesignSanitary

Sewers

8,914 0 0 8,914 0 0 0 0 0 0 14-16-2515-0547 4,565 0 0

DesignStreetlights 4,500 0 0 0 0 3,272 1,228 0 0 0 14-16-2362-0547 5,500 0 0

DesignSidewalks 4,000 0 0 0 0 2,909 1,091 0 0 0 14-16-2525-0547 2,000 0 0

0 39,220 0 23,207 0 8,914 0 0 7,099 0 Year Total 0 56,606 0

0 39,220 0 7,099 0 0 23,207 8,914 0 0 Project Total 0 56,606


0

Project Description

Rationale




Essa Road and Roberta Place - Sidewalk

Temporary Sidewalk on Essa Road west side from Roberta Place to Mapleton Avenue.

D. JamesAdditional Capacity/Capability1238 Eng1290

Staff have contacted Roberta Place Retirement Lodge and their representative has indicated their greatest concern is no sidewalk on Essa Road. This is a safety issue for the residence because of increased mobility contraints to access the

grocery store and the transit stop. Essa Road is an arterial road making it a high volume road increasing the safety concern. Essa Road - Ferndale to Coughlin Full Reconstruction will also replace this portion of the sidewalk; this project is

scheduled to begin construction in 2013.




0 1,000 0 0 0 0 0 0 1,000 0 Year Total 0 59,000 0

0 1,000 0 1,000 0 0 0 0 0 0 Project Total 0 59,000


0

Project Description

Rationale




Facilities Operations Buiding

Construction of staff facility at the Water Pollution Control Centre.

G KingRenewal0402

This project related mainly to Council's Strategic Priority: Position Barrie at the Forefront of Environmental Issues. This project is necessary because WPCC Staff have been utilizing temporary trailers for approximately 15 years for their

dirty/clean changerooms, training room and lunch room. The lack of separate clean changerooms for both male and female staff is a Health and Safety issue. Council directed that the staff facility be redesigned and retendered to meet budget

as the tender exceeded the approved funds.



Const - Year 1WPCC 332,903 0 0 60,788 0 272,115 0 0 0 0 14-16-2515-0402 486,180 0 0

0 332,903 0 272,115 0 60,788 0 0 0 0 Year Total 0 486,180 0

0 332,903 0 0 0 0 272,115 60,788 0 0 Project Total 0 486,180


0

Project Description

Rationale




Ferndale Drive North - Dunlop to Tiffin

Reconstruction of Ferndale Drive North from Dunlop Street West to Tiffin Street including roadworks, sanitary sewer, storm drainage and watermain.


Ferndale Drive experiences capacity and level of service deficiencies from Edgehill to Dunlop and Dunlop to Tiffin. North of Edgehill and South of Tiffin, Ferndale Drive is a 4 lane arterial road, however between Edgehill and Tiffin there is a

bottleneck to two lanes in each direction. Providing additional capacity, through widening was recommended in the April 1999 City of Barrie’s Transportation Study (Read, Voorhees & Associates Limited), and subsequent Class Environmental

Assessment documents. This project will also service the area with needed sanitary servicing, 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.



PropertyRoads 212,000 0 0 0 0 140,573 71,427 0 0 0 14-16-2510-0308 188,000 0 0

DesignSanitary

Sewers

17,126 0 0 17,126 0 0 0 0 0 0 14-16-2515-0308 2,105 0 0

DesignCulverts 35,000 0 0 0 0 17,883 17,117 0 0 0 14-16-2521-0308 5,000 0 0



DesignRoads 433,896 0 0 0 0 287,709 146,187 0 0 0 14-16-2510-0308 42,474 0 0

DesignWatermain 9,881 0 0 9,392 0 489 0 0 0 0 14-16-2535-0308 6,000 0 0

DesignSidewalks 2,000 0 0 0 0 1,292 708 0 0 0 14-16-2525-0308 1,000 0 0

0 771,909 0 483,828 0 26,518 0 0 261,563 0 Year Total 0 253,820 0


UtilitiesRoads 0 0 0 0 0 646,480 353,520 0 0 0 14-16-2510-0308 0 1,000,000 0

0 0 0 646,480 0 0 0 0 353,520 0 Year Total 1,000,000 0 0


Const - Year 1Sidewalks 0 0 0 0 0 77,577 42,423 0 0 0 14-16-2525-0308 0 120,000 0

Const - Year 1Streetlights 0 0 0 0 0 129,296 70,704 0 0 0 14-16-2363-0308 0 200,000 0

Const - Year 1Storm Sewers 0 0 0 0 0 258,592 141,408 0 0 0 14-16-2520-0308 0 400,000 0

Const - Year 1Roads 0 0 0 0 0 1,616,200 883,800 0 0 0 14-16-2510-0308 0 2,500,000 0


Sewers

0 0 0 600,000 0 0 0 0 0 0 14-16-2515-0308 0 600,000 0

Const - Year 1Culverts 0 0 20,000 0 0 1,011,710 968,290 0 0 0 14-16-2521-0308 0 2,000,000 0

Const - Year 1Watermain 0 0 0 750,000 0 0 0 0 0 0 14-16-2535-0308 0 750,000 0

0 0 20,000 3,093,375 0 1,350,000 0 0 2,106,625 0 Year Total 6,570,000 0 0


Const - Year 2Roads 0 0 0 0 0 161,620 88,380 0 0 0 14-16-2510-0308 0 250,000 0

0 0 0 161,620 0 0 0 0 88,380 0 Year Total 250,000 0 0

0 771,909 0 2,810,088 0 0 4,385,303 1,376,518 0 20,000 Project Total 7,820,000 253,820


0

Project Description

Rationale




Ferndale Drive North - Edgehill to Dunlop

Reconstruction of Ferndale Drive North from Edgehill Drive to Dunlop Street West including roadworks, sanitary sewers, storm sewers, sidewalks and watermain.


Ferndale Drive experiences capacity and level of service deficiencies from Edgehill to Dunlop and Dunlop to Tiffin. North of Edgehill and South of Tiffin, Ferndale Drive is a 4 lane arterial road, however between Edgehill and Tiffin there is a

bottleneck to two lanes in each direction. Providing additional capacity, through widening was recommended in the April 1999 City of Barrie’s Transportation Study (Read, Voorhees & Associates Limited), and subsequent Class Environmental

Assessment documents. The sanitary sewer has some localized deficiencies that will be addressed as part of the road reconstruction and widening project. The watermain is at the end of its life expectancy and will be replaced.



Const - Year 1Storm Sewers 15,529 0 1,087 0 0 9,336 5,106 0 0 0 14-16-2520-0542 522,107 0 0


Const - Year 1Sidewalks 49,318 0 0 0 0 31,883 17,435 0 0 0 14-16-2525-0542 95,216 0 0

Const - Year 1Streetlights 15,974 0 0 0 0 10,327 5,647 0 0 0 14-16-2362-0542 97,724 0 0

Const - Year 1Roads 240,222 0 0 0 0 159,816 80,406 0 0 0 14-16-2510-0542 1,348,365 0 0


Sewers

8,551 0 0 6,687 0 0 0 0 0 1,864 14-16-2515-0542 77,799 0 0

0 346,068 1,087 222,012 0 6,687 0 1,864 114,418 0 Year Total 0 2,272,561 0


Const - Year 2Roads 0 200,000 0 0 0 129,296 70,704 0 0 0 14-16-2510-0542 0 0 0

200,000 0 0 129,296 0 0 0 0 70,704 0 Year Total 0 0 0

200,000 346,068 0 185,122 1,864 0 351,308 6,687 0 1,087 Project Total 0 2,272,561


0

Project Description

Rationale




GO Train Station Works

GO Train - Construction of a GO Train platform at the Allandale Station site in conjunction with the City Centre revitalization.


Following Council Direction, Motion No. 08-G-062, Development of a Second Go Transit Site.



Const - Year 2Parking Lots 4,792,688 0 0 101,433 0 0 1,291,363 1,897,385 1,502,507 0 14-18-4020-0670 3,019,444 0 0

0 4,792,688 0 0 0 101,433 1,502,507 0 1,291,363 1,897,385 Year Total 0 3,019,444 0

0 4,792,688 1,897,385 1,291,363 0 1,502,507 0 101,433 0 0 Project Total 0 3,019,444


0

Project Description

Rationale




Gowan Street - Essa to Milburn

Reconstruction of Gowan Street from Essa Road to Milburn Street including roadworks, sanitary sewers, storm sewers and watermains.


Gowan's surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. The buried infrastructure is also in need of replacement. To maximize on best asset management strategies the

entire Right-of-Way will be reconstructed.



Const - Year 1Roads 162,348 0 0 0 0 0 162,348 0 0 0 14-16-2510-1119 657,494 0 0


Sewers

48,925 0 0 48,925 0 0 0 0 0 0 14-16-2515-1119 390,228 0 0

Const - Year 1Storm Sewers 258,266 0 0 0 0 0 17,309 0 0 0 14-16-2520-1119 2,531,715 0 240,957



0 595,500 0 0 0 172,758 0 0 181,785 0 Year Total 0 3,997,773 240,957

0 595,500 0 181,785 0 0 0 172,758 0 0 Project Total 0 3,997,773


240,957

Project Description

Rationale




Harvie Road - County Road 27 to Essa

Construction of a transmission watermain on Harvie Road from County Road 27 to Essa Road.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.).



Const - Year 2Watermain 1,424,917 0 0 131,601 0 1,293,316 0 0 0 0 14-16-2535-0576 97,231 0 0

0 1,424,917 0 1,293,316 0 131,601 0 0 0 0 Year Total 0 97,231 0

0 1,424,917 0 0 0 0 1,293,316 131,601 0 0 Project Total 0 97,231


0

Project Description

Rationale




Harvie Road - Essa to Bryne

Reconstruction of Harvie Road from Essa Road to Bryne Drive including roadworks, sanitary sewers and storm drainage.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.).As a result of traffic studies and growth of the City, this arterial route needs to be expanded to four lanes.



DesignStorm Sewers 2,182 0 0 0 0 2,182 0 0 0 0 14-16-2520-0339 3,811 0 0

DesignRoads 186,217 0 0 0 0 137,981 48,236 0 0 0 14-16-2510-0339 30,469 0 0

DesignSanitary

Sewers

7,123 0 0 7,123 0 0 0 0 0 0 14-16-2515-0339 3,011 0 0

0 195,522 0 140,163 0 7,123 0 0 48,236 0 Year Total 0 37,291 0

0 195,522 0 48,236 0 0 140,163 7,123 0 0 Project Total 0 37,291


0

Project Description

Rationale




Harvie Road Booster Pumping Station

Harvie Road Booster Pumping Station

G KingAdditional Capacity/Capability0417

This project related mainly to Council's Strategic Priorities: Ensure a Balanced Approach to Growth Management (ie. in keeping with the Water Master Plan); and Position Barrie at the Forefront of Environmental Issues (ie. efficiently uses

groundwater resources to promote the sustainability of the groundwater aquifer). This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users

to allow the City to grow to its Out-to-Boundary plus Intensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.).The construction for this project is well underway. If the contract is

cancelled then the City would likely be sued by the contractor and consultant.




0 147,814 0 117,923 0 29,891 0 0 0 0 Year Total 0 44,795 0

0 147,814 0 0 0 0 117,923 29,891 0 0 Project Total 0 44,795


0

Project Description

Rationale




Johnson Street - Hickling to Steel - Level 3

Work consists of full depth asphalt removal and up to 50% granular base replacement.


Johnson Street’s surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. Johnson Street is an arterial road that experiences high traffic volumes. It is in close proximity to the

hospital and is used an emergency route as well as a bus route. The roadway surface is in fair condition, based upon a road condition rating assessment performed in 2010. The buried infrastructure is not in critical enough condition to require

replacement. To extend the life of the road asset, the asphalt and up to 50% of the granular base must be replaced now, in order to capitalize on the available window of opportunity. The Level 3 rehab will extend the life of the road and defer a

full reconstruction until the subsurface infrastructure requires replacement. However if the level 3 rehab is not undertaken now, the condition of the road may deteriorate further, requiring more extensive, costly and disruptive reconstruction.



DesignRoads 4,000 0 0 0 0 0 4,000 0 0 0 14-16-2510-1287 30,000 0 0

0 4,000 0 0 0 0 0 0 4,000 0 Year Total 0 30,000 0


Const - Year 1Roads 0 375,000 8,120 0 0 0 366,880 0 0 0 14-16-2510-1287 0 0 0

375,000 0 8,120 0 0 0 0 0 366,880 0 Year Total 0 0 0

375,000 4,000 0 370,880 0 0 0 0 0 8,120 Project Total 0 30,000


0

Project Description

Rationale




Kidds Creek - Eccles at Sophia to Thomson

Watercourse improvements on Kidds Creek from Eccles Street @ Sophia Street to Thomson Street.

J CaplingAdditional Capacity/Capability0307

The Kidd's Creek MDP identified drainage issues in this area. The channel has insufficient capacity to convey the current flows resulting in flooding. If the project does not move forward then the flooding issues will persist.



DesignWatercourses 16,691 0 0 0 0 0 16,691 0 0 0 14-16-2520-0307 6,500 0 0

0 16,691 0 0 0 0 0 0 16,691 0 Year Total 0 6,500 0

0 16,691 0 16,691 0 0 0 0 0 0 Project Total 0 6,500


0

Project Description

Rationale




Lakeshore / Tiffin / Essa / Bradford Intersection

Reconstruction of the Lakeshore Drive / Tiffin Street / Essa Road / Bradford Street intersection including roadworks, sanitary sewers, storm drainage and watermain.


Completion of project. Road improvements follow recommendations in Waterfront/Downtown Transportation EA for improving traffic capacity. Culvert and creek experiencing flow capacity deficiencies; budget request for recommended

improvements per the Hotchkiss Creek MDP.



Const - Year 2Roads 403,085 0 0 0 0 193,770 209,315 0 0 0 14-16-2510-0384 11,294 0 0

Const - Year 2Watermain 9,465 0 0 9,465 0 0 0 0 0 0 14-16-2535-0384 16 0 0

0 412,550 0 193,770 0 9,465 0 0 209,315 0 Year Total 0 11,310 0

0 412,550 0 209,315 0 0 193,770 9,465 0 0 Project Total 0 11,310


0

Project Description

Rationale




Lakeshore Drive - Toronto to Tiffin

Reconstruction of Lakeshore Drive from Toronto Street to Tiffin Street including road reconstruction, drainage improvements and upgrades to adjoining parks and parking lots.

L. BorgdorffAdditional Capacity/Capability1224 Eng0495

Recognizing our population increase and the greater demand on the road network, the Waterfront/Downtown Transportation Improvements Class EA was undertaken to determine improvements to the City of Barrie’s downtown road network

and for access to Barrie’s waterfront parks and amenities, with a result to shift Lakeshore onto the former rail bed. The shift in alignment also ties in with the watercourse improvements at Kempenfelt Bay for both Dyments and Bunkers creeks.

Dyments Creek is located adjacent the north property limit of the City of Barrie Waste Water Treatment Plant. The current water course conveyance capacities are limited to the 2yr storm event which place the waste water plant in the flood

hazard area of the watershed. Conveyance improvements are ideally recommended to start at the most downstream portions of the watershed and be implemented in sequential order upstream to reduce the potential for increased flooding

downstream of improvements.




DesignSidewalks 18,783 0 0 0 0 9,107 9,676 0 0 0 14-16-2525-1224 1,217 0 0

DesignParks/EP/OS 70,502 0 0 0 0 18,100 52,402 0 0 0 14-16-2351-1224 29,498 0 0


DesignParking Lots 184,600 0 0 172,800 0 0 11,800 0 0 0 14-18-4020-1224 10,400 0 0

DesignWatercourses 2,070 0 2,070 0 0 0 0 0 0 0 14-16-2523-1224 930 0 0

DesignRoads 132,271 0 0 0 0 64,132 68,139 0 0 0 14-16-2510-1224 22,729 0 0

DesignCulverts 185,031 0 0 0 0 0 185,031 0 0 0 14-16-2521-1224 24,969 0 0

DesignWatercourses 25,944 0 0 0 0 8,157 17,787 0 0 0 14-16-2523-1304 24,056 0 0


DesignTraffic Signals 3,083 0 0 0 0 1,494 1,589 0 0 0 14-16-2361-1224 1,917 0 0

DesignCulverts 57,508 0 0 0 0 20,343 37,165 0 0 0 14-16-2521-1320 12,492 0 0

DesignCulverts 162,507 0 0 0 0 51,098 111,409 0 0 0 14-16-2521-1304 12,493 0 0

0 996,443 2,070 229,010 0 172,800 0 0 592,563 0 Year Total 0 186,557 0


Const - Year 1Culverts 0 0 0 0 0 0 330,000 0 0 0 14-16-2521-1224 0 3,300,000 2,970,000

Const - Year 1Culverts 0 0 0 0 0 880,432 1,919,568 0 0 0 14-16-2521-1304 0 2,800,000 0

0 0 0 880,432 0 0 0 0 2,249,568 0 Year Total 6,100,000 0 2,970,000


Const - Year 1Roads 0 0 0 0 0 1,672,767 1,777,233 0 0 0 14-16-2510-1224 0 3,450,000 0


Const - Year 1Storm Sewers 0 0 0 0 0 1,721,253 1,828,747 0 0 0 14-16-2520-1224 0 3,550,000 0

Const - Year 1Parks/EP/OS 0 0 0 0 0 585,350 1,694,650 0 0 0 14-16-2351-1224 0 2,280,000 0


Const - Year 1Parking Lots 0 0 0 2,720,200 0 0 0 0 0 0 14-18-4020-1224 0 2,720,200 0

Const - Year 1Watercourses 0 0 47,000 0 0 0 0 0 0 0 14-16-2523-1224 0 47,000 0

Const - Year 1Bridges 0 0 0 0 0 0 1,200,000 0 0 0 14-16-2511-1224 0 1,200,000 0

Const - Year 1Watercourses 0 0 0 0 0 144,642 315,358 0 0 0 14-16-2523-1304 0 460,000 0


Const - Year 1Traffic Signals 0 0 0 0 0 181,943 193,307 0 0 0 14-16-2361-1224 0 375,250 0

0 0 47,000 4,834,451 0 2,820,200 0 0 7,570,799 0 Year Total 15,272,450 0 0


Const - Year 2Parks/EP/OS 0 0 0 0 0 441,580 1,278,420 0 0 0 14-16-2351-1224 0 1,720,000 0

Const - Year 2Traffic Signals 0 0 0 0 0 9,575 10,175 0 0 0 14-16-2361-1224 0 19,750 0

Const - Year 2Parking Lots 0 0 0 1,339,800 0 0 0 0 0 0 14-16-4020-1224 0 1,339,800 0

Const - Year 2Roads 0 0 0 0 0 92,123 97,877 0 0 0 14-16-2510-1224 0 190,000 0

0 0 0 543,278 0 1,339,800 0 0 1,386,472 0 Year Total 3,269,550 0 0

0 996,443 0 11,799,402 0 0 6,487,171 4,332,800 0 49,070 Project Total 24,642,000 186,557


2,970,000

Project Description

Rationale




Lakeshore Drive Trunk Sanitary Sewer - Phase 2

Reconstruction of Lakeshore Drive trunk sanitary sewer from the W.P.C.C. northerly to Toronto Street.


Completion of project. Existing trunk sewer is showing structural deficiencies. These funds also include property purchase in support of establishing right-of-way for new Lakeshore Drive alignment following recommendations of the

Waterfront/Downtown Transportation Improvements EA.




Sewers

138,375 0 0 9,406 0 20,041 0 446 0 108,482 14-16-2515-0564 1,163,185 0 0

0 138,375 0 20,041 0 9,406 0 108,482 0 446 Year Total 0 1,163,185 0

0 138,375 446 0 108,482 0 20,041 9,406 0 0 Project Total 0 1,163,185


0

Project Description

Rationale




Leacock Drive - Thackeray to Browning

Construction of a transmission watermain on Leacock Drive from Thackeray to Browning, required for the Sunnidale Reservoir.

D. JamesAdditional Capacity/CapabilityEng1022

This project was originally identified as part of the November 2004 Water System Master Plan Consolidated Report (Earth Tech Canada Inc.) and subsequently by the December 2009 Final Report - Updating the Existing City of Barrie Hydraulic

Water Model (AECOM Canada Ltd.). These studies concluded that pressure Zone 3N does not have redundant pumping capacity, discharge main and that the current discharge main from the Leacock Booster Pumping Station (Leacock BPS)

is undersized.



DesignWatermain 0 10,000 0 8,084 0 1,916 0 0 0 0 0 0 0

10,000 0 0 1,916 0 8,084 0 0 0 0 Year Total 0 0 0


Const - Year 1Watermain 0 0 0 242,513 0 57,487 0 0 0 0 0 300,000 0

0 0 0 57,487 0 242,513 0 0 0 0 Year Total 300,000 0 0

10,000 0 0 0 0 0 59,403 250,597 0 0 Project Total 300,000 0


0

Project Description

Rationale




Little Avenue - Bayview to Ridgeway - Level 3

Full depth asphalt removal and up to 50% base replacement on Little Avenue from Bayview Drive to Ridgeway Avenue.


Little Avenue's surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. The roadway surface is in poor condition, based upon a road condition rating assessment performed in 2010.

The buried infrastructure is not in critical enough condition to require replacement. To extend the life of the road asset, the asphalt and up to 50% of the granular base must be replaced now, in order to capitalize on the available window of

opportunity. The Level 3 rehab will extend the life of the road and defer a full reconstruction until the subsurface infrastructure requires replacement. However if the level 3 rehab is not undertaken now, the condition of the road may deteriorate

further.



DesignRoads 4,200 0 3,600 0 0 0 600 0 0 0 14-16-2510-1286 10,000 0 0

0 4,200 3,600 0 0 0 0 0 600 0 Year Total 0 10,000 0


Const - Year 1Roads 0 155,000 22,127 0 0 0 132,873 0 0 0 14-16-2510-1286 0 0 0

155,000 0 22,127 0 0 0 0 0 132,873 0 Year Total 0 0 0

155,000 4,200 0 133,473 0 0 0 0 0 25,727 Project Total 0 10,000


0

Project Description

Rationale




Little Lake Drive Realignment - Duckworth to Cundles

Construction of a Collector Road from Cundles Road East to Duckworth Street in conjunction with the Highway 400 interchange reconstruction.


Cundles Road and Duckworth Street (Livingstone St. E. to Bernick Dr./Rose St.) are experiencing traffic operational difficulties, including the Duckworth Street-Hwy. 400 Interchange. Proposed developments (Penady, Georgian College Health

and Wellness Centre, RVH Cancer Centre) will generate additional traffic volumes and put increased pressure on poorly performing intersections and roadways. The project requires that this road be constructed to accommodate the new

alignment for the Cundles Rd. – Duckworth St. Intersection. The new road requires sidewalk, storm sewer, and illumination. Penady and MTO are anticipated to contribute toward components of the whole projects (i.e Cundles Road, Duckworth

St., and Interchange Improvements).



Const - Year 1Roads 562,208 0 0 0 0 221,133 65,485 66,692 208,898 0 14-16-2510-0683 27,865 0 0

Const - Year 1Storm Sewers 147,111 0 0 0 0 44,580 24,378 9,195 68,958 0 14-16-2520-0683 2,713 0 0

Const - Year 1Sidewalks 29,022 0 0 0 0 17,589 9,619 1,814 0 0 14-16-2525-0683 2,998 0 0

DesignStreetlights 68,462 0 0 0 0 22,129 12,102 0 34,231 0 14-16-2362-0683 1,538 0 0

0 806,803 0 305,431 0 0 312,087 0 111,584 77,701 Year Total 0 35,114 0


Const - Year 2Roads 0 35,000 0 0 0 11,313 6,187 0 17,500 0 14-16-2510-0683 0 0 0

35,000 0 0 11,313 0 0 17,500 0 6,187 0 Year Total 0 0 0

35,000 806,803 77,701 117,771 0 329,587 316,744 0 0 0 Project Total 0 35,114


0

Project Description

Rationale




Livingstone Street West - Sunnidale to Bayfield - Level 3

Work consists of full depth asphalt removal and up to 50% base replacement.


Livingstone Street’s surface is deteriorated to the point where patching and partial depth resurfacing strategies will no longer be effective. It is a highly used route for school buses and is a public transit route. Livingstone Street has deteriorated

more rapidly than would be expected. The roadway surface is in fair condition, based upon a road condition rating assessment performed in 2010. The buried infrastructure is not in need of rehabilitation or in critical enough condition to require

replacement. To extend the life of the road asset, the asphalt and up to 50% of the granular base must be replaced now, in order to capitalize on the available window of opportunity. The Level 3 rehab will extend the life of the road and defer a

full reconstruction until the subsurface infrastructure requires replacement. However if the level 3 rehab is not undertaken now, the condition of the road may deteriorate further, requiring more extensive, costly and disruptive reconstruction.



Const - Year 1Roads 855,846 0 0 0 0 0 855,846 0 0 0 14-16-2510-1283 1,214,554 0 0

0 855,846 0 0 0 0 0 0 855,846 0 Year Total 0 1,214,554 0

0 855,846 0 855,846 0 0 0 0 0 0 Project Total 0 1,214,554


0

Project Description

Rationale




Lover's SWM Pond (LV14) Retrofit

SWM pond retrofit on Lovers Creek.

J CaplingRenewal1054 Eng0479

Retrofit of an existing SWM facility to increase quality control of stormwater runoff. The existing facility provides little to no quality control and retrofitting the facility will bring it up to the standards typically required today. Identified as suitable

retrofit location through the LSEMS program. The City was approached by the LSRCA of potential funding oppurtunity from the MOE for up to $500,000 which could be used to offset costs for the project. This project Related to council

priorities;

1) Position Barrie at the Forefront of Environmental Issues.

2) Increase fiscal responsiblity to Ensure Controlled Spending and Best Value for Tax Dollars.



Const - Year 1Storm Ponds 242,698 0 0 0 0 0 9,643 0 144,655 0 14-16-2522-1054 6,070 0 88,400

0 242,698 0 0 0 0 144,655 0 9,643 0 Year Total 0 6,070 88,400

0 242,698 0 9,643 0 144,655 0 0 0 0 Project Total 0 6,070


88,400

Project Description

Rationale




Maintenance/Stores/Garage Centre

Maintenance/Stores/Garage Centre

G KingRenewal1055 Eng0482

This project is necessary as a need was identified during the Staff Facility planning and design phases for covered vehicular storage. As directed by Council, the Staff Facility is currently being redesigned and retendered. To reduce costs the

covered vehicular storage was to be phased and then it was decided to relocate this function due to the tight site conditions. In addition, there has been equipment access and space deficiencies identified in the WPCC Maintenance area and

also there is a need identified by Stores (Operated by Finance) to have a formalized controlled area. As part of the design an investigation will be undertaken to clearly identify the stakeholder needs, evaluate existing spaces and to determine

the best and most cost effective solution to confirm and address the reasonable needs, while utilizing existing infrastructure where possible.



DesignWPCC 84,536 0 0 84,536 0 0 0 0 0 0 14-16-2515-1055 5,966 0 0

0 84,536 0 0 0 84,536 0 0 0 0 Year Total 0 5,966 0

0 84,536 0 0 0 0 0 84,536 0 0 Project Total 0 5,966


0

Project Description

Rationale




Mapleview Drive / Bayview Drive Signals

Installation of traffic signals at Mapleview Drive and Bayview Drive in conjunction with proposed road widening.







0 1,000 0 564 390 0 0 0 46 0 Year Total 0 154,796 0

0 1,000 0 46 0 0 564 0 390 0 Project Total 0 154,796


0

Project Description

Rationale




Mapleview Drive / Costco - Park Place Signals

Installation of traffic signals on Mapleview Drive West at the Costco-Park Place entrance in conjunction with proposed road widening.







0 1,000 0 606 353 0 0 0 41 0 Year Total 0 99,108 0

0 1,000 0 41 0 0 606 0 353 0 Project Total 0 99,108


0

Project Description

Rationale




Mapleview Drive East - Huronia to Country Lane

Reconstruction of Mapleview Drive East from Huronia Road to Country Lane including roadworks, trunk sanitary sewers, storm sewers and watermain.


Roadway is currently experiencing capacity and level of service deficiencies; this budget request is for improvements as recommended in the April 1999 City of Barrie's Transportation Study (Read, Voorhees & Associates Limited) and/or

project specific Class Environmental Assessment documents. Provide sanitary servicing to a previously unserviced area. 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.). Watercourse currently experiences significant flooding/does not meet the design criteria for the 100 Year flood; this budget request is for

improvements as recommended in the December 1995 Lover's Creek and Hewitt's Creek Master Watershed Plans.



DesignRoads 71,768 0 0 0 0 52,196 19,572 0 0 0 14-16-2510-1135 48,101 0 0

PropertyRoads 260,000 0 0 0 0 189,095 70,905 0 0 0 14-16-2510-1135 115,000 0 0

UtilitiesRoads 390,000 0 0 0 0 283,643 106,357 0 0 0 14-16-2510-1135 10,000 0 0


DesignTraffic Signals 2,500 0 0 0 0 1,818 682 0 0 0 14-16-2361-1135 2,500 0 0

Pre-DesignCulverts 72,000 0 0 0 0 42,449 29,551 0 0 0 14-16-2521-1135 24,000 0 0

0 815,268 0 583,019 0 0 0 0 232,249 0 Year Total 0 220,601 0


Const - Year 1Culverts 0 0 0 0 0 825,405 574,595 0 0 0 14-16-2521-1135 0 1,400,000 0


Const - Year 1Traffic Signals 0 0 20,000 0 0 47,273 17,727 0 0 0 14-16-2361-1135 0 85,000 0

Const - Year 1Storm Sewers 0 0 5,000 0 0 287,279 107,721 0 0 0 14-16-2520-1135 0 400,000 0


Const - Year 1Roads 0 0 39,785 0 0 1,571,102 589,113 0 0 0 14-16-2510-1135 0 2,200,000 0


Sewers

0 0 25,303 718,313 0 1,564,286 -7,902 0 0 0 14-16-2515-1135 0 2,300,000 0


0 0 90,088 4,484,075 0 1,088,313 0 0 1,352,024 0 Year Total 7,014,500 0 0

0 815,268 0 1,584,273 0 0 5,067,094 1,088,313 0 90,088 Project Total 7,014,500 220,601


0

Project Description

Rationale




Mapleview Drive East - Welham to Huronia

Reconstruction of Mapleview Drive East from Welham Road to Huronia Road including roadworks, sanitary sewers, storm drainage and watermain.


Roadway is currently experiencing capacity and level of service deficiencies; this budget request is for improvements as recommended in the April 1999 City of Barrie’s Transportation Study (Read, Voorhees & Associates Limited) and/or

project specific Class Environmental Assessment documents. Provide sanitary servicing to a previously unserviced area. 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.).



Const - Year 1Roads 2,973,995 0 0 0 0 2,208,836 765,159 0 0 0 14-16-2510-0615 647,570 0 0


Sewers

116,088 0 3,960 112,128 0 0 0 0 0 0 14-16-2515-0615 67,622 0 0


Const - Year 1Watermain 222,561 0 9,234 180,259 0 33,068 0 0 0 0 14-16-2535-0615 124,169 0 0



Const - Year 1Streetlights 177,018 0 0 0 0 128,743 48,275 0 0 0 14-16-2362-0615 31,982 0 0

Const - Year 1Culverts 40,017 0 0 0 0 29,104 10,913 0 0 0 14-16-2521-0615 415,483 0 0

Const - Year 1Bridges 3,129,948 0 0 0 0 2,276,379 853,569 0 0 0 14-16-2511-0615 2,994,052 0 0

0 7,112,109 13,194 5,003,309 0 292,387 0 0 1,803,219 0 Year Total 0 4,634,993 0

0 7,112,109 0 1,803,219 0 0 5,003,309 292,387 0 13,194 Project Total 0 4,634,993


0

Project Description

Rationale




Mapleview Drive Supply - Mapleview to Elevated Tower

Construction of a transmission watermain from Mapleview Drive to the elevated tower.


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.).




0 5,000 0 2,104 0 2,896 0 0 0 0 Year Total 0 248,119 0

0 5,000 0 0 0 0 2,104 2,896 0 0 Project Total 0 248,119


0

Project Description

Rationale




Mapleview Drive West - Bryne to Bayview

Construction of a transmission watermain on Mapleview Drive from the Elevated Tank at Bryne Drive easterly to Bayview Drive.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.).



Const - Year 1Watermain 2,500 0 0 226 0 2,274 0 0 0 0 14-16-2535-0629 955,764 0 0

0 2,500 0 2,274 0 226 0 0 0 0 Year Total 0 955,764 0

0 2,500 0 0 0 0 2,274 226 0 0 Project Total 0 955,764


0

Project Description

Rationale




Mapleview Drive West - County Road 27 to Red Oak

Construction of a watermain on Mapleview Drive West from County Road 27 to Red Oak Drive.

D JamesAdditional Capacity/CapabilityEng0434

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

300mm watermain completes a network looping which improves Zone 3S Fire Flows and improves low pressure conditions in the higher elevation areas of Zone 3S to exisiting developed areas. Resolving these low pressure conditions ensure

the City is able to supply water and fire safety to the area.




24,000 0 0 919 0 23,081 0 0 0 0 Year Total 0 0 0

24,000 0 0 0 0 0 919 23,081 0 0 Project Total 0 0


0

Project Description

Rationale




Mapleview Water Tower De-icing

Complete capture, melting and transportation of precipitation from top of water tower.

G. KingRenewal1311 Eng1361

Mitigates the potential for property damage and personal injury relating to ice falling from water tower.




0 12,481 0 0 0 12,481 0 0 0 0 Year Total 0 17,519 0

0 12,481 0 0 0 0 0 12,481 0 0 Project Total 0 17,519


0

Project Description

Rationale




Noise Abatement Measures

Noise abatement measures.


This project is necessary as a study identiifed that once the WPCC 76MLD Expansion was complete that the combination of the existing and new operations would approach the limits of the MOE Noise Guidelines. While the design of the

76MLD Expansion included noise mitigation measures, the design phase of this Noise Abatement project includes a plant-wide identification and assessment of point source noise omitters. As part of this scope it is intended to address any

potential exceedences relating to noise originating from the WPCC site and to provide and evaluate any recommendations.



Const - Year 1WPCC 48,299 0 0 48,299 0 0 0 0 0 0 14-16-2515-1056 51,701 0 0

0 48,299 0 0 0 48,299 0 0 0 0 Year Total 0 51,701 0

0 48,299 0 0 0 0 0 48,299 0 0 Project Total 0 51,701


0

Project Description

Rationale




Oro-Medonte Biosolid Facility

Oro-Medonte Biosolid Facility in conjunction with WPCC Phase II Expansion

G. KingAdditional Capacity/Capability0690

This project related mainly to Council's Strategic Priorities: Attract and Retain Business; Position Barrie at the Forefront of Environmental Issues; Fiscal Responsibility; Infrastructure Renewal and; Ensure a Balanced Approach to Growth

Management. This project is required to ensure adequate wastewater treatment from sources such as Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-To-Boundary plus Intensification Scenario.

The construction for this project is well underway. If the contract is cancelled then the City would likley be sued by various parties for not fulfilling the contract. The issuance of Building Permits would have to be revisited if there is not enough

available wastewater treatment capacity.




Sewers

1,386,443 0 0 0 0 0 0 1,386,443 0 0 14-16-2515-0690 1,078,982 0 0

0 1,386,443 0 0 0 0 0 0 0 1,386,443 Year Total 0 1,078,982 0

0 1,386,443 1,386,443 0 0 0 0 0 0 0 Project Total 0 1,078,982


0

Project Description

Rationale




Pedestrian Bridges 31 & 32

Removal of Pedestrian Bridges 31 & 32 from Lovers Creek Ravine Tollendale and design and construction of a culvert with associated grading and restoration to provide trail access in the general location of Bridge 32.

R. MadoreRenewal1302 Eng1330

Inspections undertaken in 2010 revealed that Pedestrian Bridges 31 & 32 have significant deficiencies. The bridges are safety hazards and should be closed immediately and scheduled for replacement.



Const - Year 1Bridges 27,050 0 0 0 0 0 27,050 0 0 0 14-16-2511-1302 16,450 0 0

0 27,050 0 0 0 0 0 0 27,050 0 Year Total 0 16,450 0

0 27,050 0 27,050 0 0 0 0 0 0 Project Total 0 16,450


0

Project Description

Rationale




Perry Street Well 4A

Perry St Well 4A and Pumphouse- Design & Construction of the Well 4A pumphouse located at Perry Street to replace Well 4A that hydraulically failed.

G KingRenewal0415

The service provided is the long-term sustainability of the potable water supply. The impact of these funds will continue the supply of potable water and to best use the existing assets. The need/timing are a result of a hydraulic failure of Well 4

(circa 1959) and the need for a strategically located replacement well. As identified in the 2004 Water System Master Plan Consolidated Report Well 4, is an integral component of the City’s water supply system for the Downtown and the north

end of Barrie. After attempts to rehab the well failed, an analysis concluded that a new well on the same site could utilize existing watermain. A viable production Well 4A was constructed with a rate of 76L/s (Well 4=19L/s). The remaining

scope of the Work Plan requires a new pumphouse and includes Design through to construction. The investment will: Best use existing resources and assets; and provide a continued supply of potable water.



DesignWatermain 160,702 0 0 160,702 0 0 0 0 0 0 14-16-2535-0415 (263,995) 0 0

0 160,702 0 0 0 160,702 0 0 0 0 Year Total 0 (263,995) 0

0 160,702 0 0 0 0 0 160,702 0 0 Project Total 0 (263,995)

-103,293Total Project Cost

0

Project Description

Rationale




Pine Drive - Phase 1

Reconstruction of Pine Drive (Phase 1) from Big Bay Point Road (east intersection) to Walnut Crescent including roadworks, sanitary sewers under the Municipal Act and replacement of watermain.

D JamesRenewal0467

Completion of new sanitary servicing (Section 326 of the Municipal Act) to a previously unserviced area, replacement of existing watermain and the reconstruction of the roadway to an urban standard. Residents are responsible for their share

of the cost for sanitary servicing based on their lot frontage.



Const - Year 3Roads 265,278 0 0 0 0 0 0 182,907 82,371 0 14-16-2510-0467 0 0 0


Sewers

22,091 0 0 7,989 0 0 0 0 0 14,102 14-16-2515-0467 2,500 0 0

0 287,369 0 0 0 7,989 82,371 14,102 0 182,907 Year Total 0 2,500 0

0 287,369 182,907 0 14,102 82,371 0 7,989 0 0 Project Total 0 2,500


0

Project Description

Rationale





Reconstruction of Pine Drive (Phase 2) from Big Bay Point Road (west intersection) to Walnut Crescent including roadworks, sanitary sewers under the Municipal Act and replacement of watermain.

D JamesRenewal0548

Completion of new sanitary servicing (Section 326 of the Municipal Act) to a previously unserviced area, replacement of existing watermain and the reconstruction of the roadway to an urban standard. Residents are responsible for their share

of the cost for sanitary servicing based on their lot frontage.



Const - Year 2Roads 86,158 0 0 0 0 0 13,440 72,718 0 0 14-16-2510-0548 22,776 0 0


Sewers

79,976 0 0 20,001 0 0 0 0 0 59,975 14-16-2515-0548 32,591 0 0

0 166,134 0 0 0 20,001 0 59,975 13,440 72,718 Year Total 0 55,367 0

0 166,134 72,718 13,440 59,975 0 0 20,001 0 0 Project Total 0 55,367


0

Project Description

Rationale





Reconstruction of Cherry Court, Spruce Crescent, Cedar Crescent, Poplar Drive and Hickory Lane including roadworks, sanitary sewers under the Municipal Act and replacement of watermain.

D JamesRenewal0616 Eng0008

Roadway surface and/or base is currently in poor condition; this budget request is for improvements as recommended in the 2003 City of Barrie’s Road Inventory and Appraisal Services (McCormick Rankin). Installation of new sanitary

servicing (Section 326 of the Municipal Act) to a previously unserviced area, replacement of existing watermain and the reconstruction of the roadway to an urban standard. Residents are responsible for their share of the cost for sanitary

servicing based on their lot frontage.



Const - Year 1Roads 345,259 0 0 0 0 0 0 345,259 0 0 14-16-2510-0616 62,503 0 0


Sewers

89,282 0 0 7,161 0 0 0 82,121 0 0 14-16-2515-0616 129,069 0 0


Const - Year 1Storm Sewers 133,073 0 0 0 0 0 0 133,073 0 0 14-16-2520-0616 1,212,847 0 0

Const - Year 1Sidewalks 6,366 0 0 0 0 0 0 6,366 0 0 14-16-2525-0616 61,871 0 0

0 656,929 0 0 0 90,110 0 0 0 566,819 Year Total 0 1,550,098 0

0 656,929 566,819 0 0 0 0 90,110 0 0 Project Total 0 1,550,098


0

Project Description

Rationale




Primary Scum

Additional scum pots, to hold scum for conveyance to digesters.

G. KingAdditional Capacity/Capability1317 Eng1363

Additional scum pots required due to expansion of WPCC plant capacity.



DesignSanitary

Sewers

544,103 0 0 544,103 0 0 0 0 0 0 14-16-2515-1317 107,376 0 0

0 544,103 0 0 0 544,103 0 0 0 0 Year Total 0 107,376 0

0 544,103 0 0 0 0 0 544,103 0 0 Project Total 0 107,376


0

Project Description

Rationale




Redfern Avenue Culvert - Bear Creek

Replacement of Redfern Avenue culvert on Bear Creek.

R MadoreRenewal1209

Emergency replacement due to structural failure of culvert.



Const - Year 1Culverts 211,889 0 0 0 0 0 211,889 0 0 0 14-16-2521-1209 154,737 0 0

0 211,889 0 0 0 0 0 0 211,889 0 Year Total 0 154,737 0

0 211,889 0 211,889 0 0 0 0 0 0 Project Total 0 154,737


0

Project Description

Rationale




Ross Street - Wellington to Toronto

Reconstruction of Ross Street from Wellington Street to Toronto Street including roadworks, sanitary sewer, storm drainage and local and transmission watermain.

J CaplingAdditional Capacity/Capability1120 Eng0018

This project combines the construction of transmission water main to serve the Sunnidale Reservior, and the reconstruction of the road, sanitary, storm , culvert and local watermain. The reservior is a committed project, and the transmission

main that will be constructed as part of this project is required for the reservior to be operational. The need/timing/analysis are identified in the 2004 Water System Master Plan Consolidated Report that summarizes the planning details of the

water supply components and subsequent Class EA. The construction of the watermain is to accommodate the water demands (potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City

to grow to its Out-to-Boundary plus Intensification Scenario. The pavement structure, sanitary sewer, and local watermain are deteriorated and at the end of their useful lives requiring reconstruction as part of this project.



DesignSanitary

Sewers

17,576 0 0 17,576 0 0 0 0 0 0 14-16-2515-1120 10,502 0 0

DesignCulverts 5,966 0 0 0 0 0 5,966 0 0 0 14-16-2521-1120 23,002 0 0



DesignStorm Sewers 5,618 0 0 0 0 908 4,710 0 0 0 14-16-2520-1120 8,843 0 0

DesignSidewalks 4,305 0 0 0 0 696 3,609 0 0 0 14-16-2525-1120 4,106 0 0

UtilitiesRoads 140,684 0 0 0 0 22,737 117,947 0 0 0 14-16-2510-1120 9,316 0 0

PropertyRoads 75,000 0 0 0 0 12,121 62,879 0 0 0 14-16-2510-1120 0 0 0

0 262,564 0 38,074 0 29,379 0 0 195,111 0 Year Total 0 71,087 0


Const - Year 1Traffic Signals 0 190,000 0 0 0 30,707 159,293 0 0 0 14-16-2361-1120 0 0 0

Const - Year 1Streetlights 0 75,000 0 0 0 12,121 62,879 0 0 0 14-16-2363-1120 0 0 0

Const - Year 1Sidewalks 0 145,000 0 0 0 23,434 121,566 0 0 0 14-16-2525-1120 0 0 0

Const - Year 1Storm Sewers 0 500,000 0 0 0 80,810 419,190 0 0 0 14-16-2520-1120 0 0 0

Const - Year 1Roads 0 1,550,000 0 0 0 250,511 1,299,489 0 0 0 14-16-2510-1120 0 0 0


Sewers

0 870,000 0 870,000 0 0 0 0 0 0 14-16-2515-1120 0 0 0

Const - Year 1Culverts 0 1,010,000 0 0 0 0 101,000 0 0 0 14-16-2521-1120 0 0 909,000

Const - Year 1Watermain 0 440,000 0 440,000 0 0 0 0 0 0 14-16-2535-1120 0 0 0

Const - Year 1Watermain 0 440,000 0 355,685 0 84,315 0 0 0 0 14-16-2535-1220 0 0 0

5,220,000 0 0 481,898 0 1,665,685 0 0 2,163,417 0 Year Total 0 0 909,000


Const - Year 2Roads 0 125,000 0 0 0 20,202 104,798 0 0 0 14-16-2510-1120 0 0 0

125,000 0 0 20,202 0 0 0 0 104,798 0 Year Total 0 0 0

5,345,000 262,564 0 2,463,326 0 0 540,174 1,695,064 0 0 Project Total 0 71,087


909,000

Project Description

Rationale




Shanty Bay Road / Blake Street Retaining Wall

Removal and replacement of retaining wall at 18 Shanty Bay Road.

D. JamesRenewal0679

Existing retaining wall is deteriorating. If not reconstructed, could lead to unsafe conditions for pedestrians and could jeopardize the existing utilities in the boulevard.



Const - Year 1Retaining

Walls

5,000 0 0 0 0 0 5,000 0 0 0 14-16-2510-0679 226,020 0 0

0 5,000 0 0 0 0 0 0 5,000 0 Year Total 0 226,020 0

0 5,000 0 5,000 0 0 0 0 0 0 Project Total 0 226,020


0

Project Description

Rationale




St. Vincent Street / Highway 400 Underpass Guiderail

Road side safety improvements, including the replacement of deficient guiderail and upgrading of end treatments on St. Vincent Street at the Highway 400 underpass, in conjunction with MTO's rehabilitation of the bridge.


MTO is undertaking bridge rehabilitation work, which includes the replacement of the barrier system on the bridge, and the portion on guiderail in their right of way. Portions of the existing guiderail are in poor condition, and the end treatments

are substandard. In addition, the location and height of the City owned guiderail may be impacted by the changes in the MTO guiderail. There are cost efficiencies to including this work in the MTO contract, rather than proceeding with a

separate City contract.



Const - Year 1Roads 77,159 0 0 0 0 0 77,159 0 0 0 14-16-2510-1141 1,214 0 0

0 77,159 0 0 0 0 0 0 77,159 0 Year Total 0 1,214 0

0 77,159 0 77,159 0 0 0 0 0 0 Project Total 0 1,214


0

Project Description

Rationale




Sunnidale Reservoir

Storage Reservoir and Booster Pump Station. Design and Construction of the Sunnidale Park Below Grade Reservoir and Above Grade Booster Pump Station.

G. KingAdditional Capacity/Capability0227

The service provided is the long-term sustainability of the potable water supply. The impact of these funds will continue the supply of potable water. The need/timing/analysis are identified in the 2004 Water System Master Plan Consolidated

Report that summarizes the planning details of the water supply components and subsequent Class EA. After the Sunnidale Park Master concurred with the reservoir location, the Design is now well underway and the remaining scope of the

Work Plan includes the construction start in the fall 2011. The investment will provide a continued supply of potable water for use by Barrie’s residents and ICI customers and improved fire protection.



Const - Year 1Watermain 3,096,738 0 0 2,086,493 0 1,010,245 0 0 0 0 14-16-2535-0227 411,714 0 0

0 3,096,738 0 1,010,245 0 2,086,493 0 0 0 0 Year Total 0 411,714 0


Const - Year 2Watermain 0 15,800,000 0 10,970,888 0 4,829,112 0 0 0 0 14-16-2535-0227 0 0 0

15,800,000 0 0 4,829,112 0 10,970,888 0 0 0 0 Year Total 0 0 0


Const - Year 3Watermain 0 1,000,000 0 694,360 0 305,640 0 0 0 0 14-16-2535-0227 0 0 0

1,000,000 0 0 305,640 0 694,360 0 0 0 0 Year Total 0 0 0



400,000 0 0 122,256 0 277,744 0 0 0 0 Year Total 0 0 0

17,200,000 3,096,738 0 0 0 0 6,267,253 14,029,485 0 0 Project Total 0 411,714


0

Project Description

Rationale




Sunnidale Road - Cundles to Pump Station

Construction of transmission watermain on Sunnidale Road from Cundles Road to Oakridge Drive.


This project is required to accommodate the water demands (i.e potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-to-Boundary plus Intensification Scenario of the

November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This watermain is needed to transmit water from the future 2N water reservior into the downtown and over to the Georgian College area.




0 10,300 0 1,973 0 8,327 0 0 0 0 Year Total 0 14,700 0


Const - Year 1Watermain 0 0 0 266,764 0 63,236 0 0 0 0 14-16-2535-1308 0 330,000 0

0 0 0 63,236 0 266,764 0 0 0 0 Year Total 330,000 0 0

0 10,300 0 0 0 0 65,209 275,091 0 0 Project Total 330,000 14,700


0

Project Description

Rationale




Sunnidale Road - Letitia to Reservoir #2

Construction of transmission watermain on Sunnidale Road from Oakridge Drive to Letitia Street.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This watermain is needed to transmit water from the futre 2N water reservior into the downtown and over to the Georgian College area.




0 27,717 0 5,311 0 22,406 0 0 0 0 Year Total 0 62,283 0



975,000 0 0 186,834 0 788,166 0 0 0 0 Year Total 0 0 0

975,000 27,717 0 0 0 0 192,145 810,572 0 0 Project Total 0 62,283


0

Project Description

Rationale




Sunnidale Road - Letitia to Wellington

Construction of a transmission watermain on Sunnidale Road from Letitia Street to Wellington Street West.



November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This watermain is needed to transmit water from the futre 2N water reservior into the downtown and over to the Georgian College area.



DesignWatermain 0 0 0 0 0 0 0 0 0 0 14-16-2535-0569 67,696 0 0

0 0 0 0 0 0 0 0 0 0 Year Total 0 67,696 0


PropertyWatermain 0 200,000 0 161,675 0 38,325 0 0 0 0 14-16-2535-0569 0 0 0

200,000 0 0 38,325 0 161,675 0 0 0 0 Year Total 0 0 0


Const - Year 1Watermain 0 0 0 1,535,913 0 364,087 0 0 0 0 14-16-2535-0569 0 1,900,000 0

0 0 0 364,087 0 1,535,913 0 0 0 0 Year Total 1,900,000 0 0

200,000 0 0 0 0 0 402,412 1,697,588 0 0 Project Total 1,900,000 67,696


0

Project Description

Rationale




Surface Water Treatment Plant

Construction of a Surface WaterTreatment Plant.


This project related mainly to Council's Strategic Priorities: Attract and Retain Business; Ensure a Balanced Approach to Growth Management (ie. in keeping with the Water Master Plan); Fiscal Responsibility and; Position Barrie at the

Forefront of Environmental Issues. This project is required to accommodate the water demands (ie. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users to allow the City to grow to its

Out-To-Boundary plus Intensification Scenario. The construction for this project is nearing completion and is anticipated to be on budget.



Const - Year 4Watermain 257,261 0 0 0 0 0 0 257,261 0 0 14-16-2535-0184 4,428,051 0 0

0 257,261 0 0 0 0 0 0 0 257,261 Year Total 0 4,428,051 0

0 257,261 257,261 0 0 0 0 0 0 0 Project Total 0 4,428,051


0

Project Description

Rationale




Survey Equipment - Cellular GPS Equipment

Purchase of cellular GPS equipment for survey crew.

D. JamesCorporate Need1242 Eng0585

Existing equipment obsolete. Subscription included in Operating Budget.



Capital

Purchases

Engineering 10,440 0 0 0 0 0 10,440 0 0 0 14-16-2500-1242 32,560 0 0

0 10,440 0 0 0 0 0 0 10,440 0 Year Total 0 32,560 0

0 10,440 0 10,440 0 0 0 0 0 0 Project Total 0 32,560


0

Project Description

Rationale




Survey Equipment - Digital Level

Purchase of a digital level.

D JamesRenewalEng0496

The total station survey equipment presently utilized has a range of 60 meters. A digital level has a range of 100m which reduces the number of setups and increases productivity of the survey crews during control surveys. This is especially

useful in the annexed area where it will be several years before the benchmark system is established. There have been 3 engineering surveys in this area to date this year.



Capital

Purchases

Engineering 0 12,000 0 0 0 0 12,000 0 0 0 0 0 0

12,000 0 0 0 0 0 0 0 12,000 0 Year Total 0 0 0

12,000 0 0 12,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Tiffin Boat Launch - Parking Lot Improvements

Parking lot improvements at Tiffin Boat Launch, related to Lakeshore/Tiffin/Essa/Bradford intersection improvements and Hotchkiss Creek work.


This project is required as a result of the Lakeshore Drive Reconstruction at the Lakeshore/Tiffin/Essa/Bradford intersection and the Hotchkiss Creek improvements. The existing parking lot surface is in poor condition and the lot has capacity

constraints. There are environmental concerns with run off from the parking lot into the creek which will be resolved by this project and the larger intersection/creek work.



Const - Year 2Parks/EP/OS 58,063 0 0 0 0 14,522 43,541 0 0 0 14-16-2351-1027 11,964 0 0

0 58,063 0 14,522 0 0 0 0 43,541 0 Year Total 0 11,964 0

0 58,063 0 43,541 0 0 14,522 0 0 0 Project Total 0 11,964


0

Project Description

Rationale




Tiffin Street - Well 7 to Anne

Construction of a transmission watermain on Tiffin Street from Well 7 located at Patterson Road to Anne Street South.


This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users in the north part of the City and to allow the City to grow to its Out-to-Boundary

plus intensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech Canada Inc.). Since the existing watermains in the area cannot accommodate the additional flow from existing Wells 17, 18 and

future Wells 19, 20, this transmission main is required to transport the additional groundwater supply to the existing Anne Street Reservoir and the future Sunnidale Road Reservoir.




0 29,733 0 27,045 0 2,688 0 0 0 0 Year Total 0 14,061 0


Const - Year 1Watermain 0 0 0 970,050 0 229,950 0 0 0 0 14-16-2535-0631 0 1,200,000 0

0 0 0 229,950 0 970,050 0 0 0 0 Year Total 1,200,000 0 0

0 29,733 0 0 0 0 256,995 972,738 0 0 Project Total 1,200,000 14,061


0

Project Description

Rationale




Tiffin Street - Well 7 to Ferndale

Construction of a transmission watermain on Tiffin Street from Ferndale Drive to Well 7 located at Patterson Road.


This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users in the north part of the City and to allow the City to grow to its Out-to-Boundary

plus intensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech Canada Inc.). Since the existing watermains in the area cannot accommodate the additional flow from existing Wells 17, 18 and

future Wells 19, 20, this transmission main is required to transport the additional groundwater supply to the existing Anne Street Reservoir and the future Sunnidale Road Reservoir.




0 14,246 0 12,958 0 1,288 0 0 0 0 Year Total 0 11,000 0


Const - Year 1Watermain 0 0 0 727,538 0 172,462 0 0 0 0 14-16-2535-0630 0 900,000 0

0 0 0 172,462 0 727,538 0 0 0 0 Year Total 900,000 0 0

0 14,246 0 0 0 0 185,420 728,826 0 0 Project Total 900,000 11,000


0

Project Description

Rationale




Toronto Street - Ross to Dunlop

Reconstruction of Toronto Street from Ross Street to Dunlop Street West including roadworks, sanitary sewers, storm drainage culverts(2) and local and transmission watermain.

J CaplingAdditional Capacity/Capability0545

This project is required to accommodate the water demands (i.e. potable water, fire fighting, etc.) from Residential and ICI users to allow the City to grow to its Out-to-Boundary plus Intensification Scenario of the November 2004 Water System

Master Plan Consolidated Report (Earth Tech. Canada Inc.). This area was identified for drainage improvements in the Sophia Creek West Branch - Drainage and Infrastructure Improvements Class EA completed in 2008. Currently, the

drainage system is located on several private properties which is a liability concern for the City. The existing sanitary sewer (constructed late 1800s) & local watermain (cast iron) need to be replaced based on condition and age. Road

improvements were identified in the Waterfront / Downtown Transportation Improvements Class EA completed in November 2004. The project links to several of Council's strategic priorities including: Implement revitalization plans for the City

Centre; Enhance Public Spaces throughout the City.




Const - Year 2Roads 425,770 0 0 0 0 310,489 115,281 0 0 0 14-16-2510-0545 644,848 0 0


Sewers

117,185 0 0 73,024 0 0 0 0 0 0 14-16-2515-0545 49,611 0 44,161


Const - Year 2Culverts 261,395 0 0 0 0 0 144,686 0 0 0 14-16-2521-0545 240,086 0 116,709




0 1,083,053 0 374,914 0 245,590 0 0 301,679 0 Year Total 0 1,185,696 160,870

0 1,083,053 0 301,679 0 0 374,914 245,590 0 0 Project Total 0 1,185,696


160,870

Project Description

Rationale




Whiskey Creek - Brennan Avenue

Replace Culvert and headwalls (W3).


Whiskey Creek currently experiences a variety of issues including flooding, increased sedimentation and erosion problems resulting in a decline in water quality and the alteration of fish and wildlife habitat. The Whiskey Creek Master Drainage

Plan Update Class EA (2009) (MDP) was initiated to determine the improvements necessary to mitigate these issues and ensure the environment in the Whiskey Creek watershed and Lake Simcoe are improved and protected. The Preferred

Alternative Solution for Whiskey Creek includes a series of construction projects that combine to minimize the threat from flooding, and preserve/re-establishes the natural floodplain hydrologic functions.

The existing culvert capacity is exceeded during storm events less than the 2 year storm.

The proposed culvert conveyance capacity is to be increased to convey the 100 year storm event as well as the necessary bio-diversity and habitat conditions to support fish habitat.



DesignCulverts 97,500 0 0 0 0 30,657 66,843 0 0 0 14-16-2521-1229 12,500 0 0

0 97,500 0 30,657 0 0 0 0 66,843 0 Year Total 0 12,500 0


Const - Year 1Culverts 0 0 0 0 0 390,220 0 0 0 0 0 1,241,000 850,780

0 0 0 390,220 0 0 0 0 0 0 Year Total 1,241,000 0 850,780

0 97,500 0 66,843 0 0 420,877 0 0 0 Project Total 1,241,000 12,500


850,780

Project Description

Rationale




Whiskey Creek - The Boulevard

Replace culvert, headwalls and +/- 55 meters of channel works (W5).





The existing culvert capacity is exceeded during storm events less than the 2 year storm.

The proposed culvert conveyance capacity is to be designed to convey the 100 year storm event as well as the necessary bio-diversity and habitat conditions to support fish habitat.



DesignCulverts 225,000 0 0 0 0 70,749 154,251 0 0 0 14-16-2521-1230 25,000 0 0

0 225,000 0 70,749 0 0 0 0 154,251 0 Year Total 0 25,000 0

0 225,000 0 154,251 0 0 70,749 0 0 0 Project Total 0 25,000


0

Project Description

Rationale




Whiskey Creek Floodway - Brennan to The Boulevard

Drainage improvements to the Whiskey Creek floodway between Brennan Avenue and The Boulevard (W4).





The existing channel capacity is exceeded during storm events less than the 2 year storm.

The proposed channel conveyance capacity is to be designed to convey the 100 year storm event.




0 51,500 0 16,193 0 0 0 0 35,307 0 Year Total 0 6,500 0

0 51,500 0 35,307 0 0 16,193 0 0 0 Project Total 0 6,500


0

Project Description

Rationale




Whiskey Creek Floodway - North of Brennan

Drainage improvements on the Whiskey Creek floodway north of Brennan Avenue (W1, W2).





The current channel capacity is exceeded during the 2yr storm event.

The channel conveyance capacity is to be designed to convey the 100 year storm event as well as flood proof the Minet's Point Sanitary Pump Station.




0 75,000 0 23,583 0 0 0 0 51,417 0 Year Total 0 9,000 0


PropertyWatercourses 0 0 0 0 0 114,770 250,230 0 0 0 14-16-2523-1269 0 365,000 0

UtilitiesWatercourses 0 0 0 0 0 94,332 205,668 0 0 0 14-16-2523-1269 0 300,000 0

0 0 0 209,102 0 0 0 0 455,898 0 Year Total 665,000 0 0


Const - Year 1Watercourses 0 0 0 0 0 324,502 0 0 0 0 14-16-2523-1269 0 1,032,000 707,498

0 0 0 324,502 0 0 0 0 0 0 Year Total 1,032,000 0 707,498

0 75,000 0 507,315 0 0 557,187 0 0 0 Project Total 1,697,000 9,000


707,498

Project Description

Rationale




Williams Street Drainage Outlet and Ancillary Works

Construction of a drainage outlet for Williams Street from Gowan Street to Kempenfelt Bay (H21).


Following Council Direction, Motion #11-G-157 regarding the Allandale Station Lands redevelopment of the Commercial portion of the lands exisiting municipal infrastructure servicing capacity is unable to support the proposed area needs.

Future parking, drainage and grading works require an upgraded drainage outlet from the railway line to the bay. This area of the watershed currently experiences significant flooding, and does not meet the current design crtieria for the

100-Year flood. The exisiting storm sewer capacity is considered to be less then the 5 year storm event.




0 18,804 0 0 0 0 0 0 18,804 0 Year Total 0 31,196 0


Const - Year 1Storm Sewers 0 1,800,000 0 0 0 0 180,000 0 0 0 14-16-2520-1306 0 0 1,620,000

Const - Year 1Storm Sewers 0 150,000 0 0 0 0 150,000 0 0 0 14-16-2520-1306 0 0 0

Const - Year 1Roads 0 650,000 0 0 0 0 650,000 0 0 0 14-16-2510-1306 0 0 0

Const - Year 1Sidewalks 0 50,000 0 0 0 0 50,000 0 0 0 14-16-2525-1306 0 0 0

Const - Year 1Watermain 0 75,000 0 75,000 0 0 0 0 0 0 14-16-2535-1306 0 0 0

2,725,000 0 0 0 0 75,000 0 0 1,030,000 0 Year Total 0 0 1,620,000

2,725,000 18,804 0 1,048,804 0 0 0 75,000 0 0 Project Total 0 31,196


1,620,000

Project Description

Rationale




WPCC Advanced Nutrient Removal

Project to ensure complaince with lower MOE imposed compliance limits for Total Phosphorus. Project includes pilot plant, Class EA, Pre-design, Legislative Requirement, Specialty Procurement, Detail Design, Tendering, Construction, and

Warranty Period.

G KingAdditional Capacity/Capability1118 Eng0998

The service provided is the discharge management from the WPCC for the long-term sustainability of Lake Simcoe. The impact of these funds will allow proper planning of infrastructure. The need/timing are a result of the adoption of the Lake

Simcoe Protection Act for which the MOE has advised, that in as early 2015 that they will likely be lowering the compliance limits to 0.1mg/L from 0.18mg/l Total Phosphorus. An analysis concluded that membrane technology was the only

viable technology that had a proven experience with high wastewater flows while consistently meet the likely MOE imposed TP compliance limits. The technology evaluation also allowed for future growth. The scope of the Work Plan that is

intended to be accomplished includes the Pilot Plant, Class EA, design and construction. The project will likely take 10 years. The proposed investment will ensure the long-term sustainability, health and protection of one of the City’s greatest

natural treasures, Lake Simcoe.



Pre-DesignWPCC 363,586 0 0 363,586 0 0 0 0 0 0 14-16-2515-1118 364,280 0 0

0 363,586 0 0 0 363,586 0 0 0 0 Year Total 0 364,280 0

0 363,586 0 0 0 0 0 363,586 0 0 Project Total 0 364,280


0

Project Description

Rationale




WPCC Inlet Works Conversion

Inlet works conversion.


This work is necessary to implement a solution to ensure proper hydraulic balancing for the treatment of wastewater, to extend the life cycle of major equipment and to reduce infternal overflow conditions.



DesignWPCC 96,270 0 0 89,821 0 0 0 6,449 0 0 14-16-2515-0641 167,787 0 0

0 96,270 0 0 0 89,821 0 0 0 6,449 Year Total 0 167,787 0

0 96,270 6,449 0 0 0 0 89,821 0 0 Project Total 0 167,787


0

Project Description

Rationale




WPCC Phase II Expansion

Expansion of WPCC to increase capacity to 76,000 m3/day.


This project related mainly to Council's Strategic Priorities: Attract and Retain Business, Position Barrie at the Forefront of Environmental Issues, Fiscal Responsibility and Ensure a Balanced Approach to Growth Management. This project is

required to ensure adequate wastewater treatment from sources such as Residential, Industrial, Commercial and Institutional users to allow the City to grow to its Out-To-Boundary plus Intensification Scenario. The construction for this project

is well underway and is nearing completion. If the contract is cancelled then the City would likley be sued by various parties for not fulfilling the contract. The issuance of Building Permits would have to be revisited if there is not enough

available wastewater treatment capacity.



Const - Year 4WPCC 274,260 0 0 0 0 0 0 274,260 0 0 14-16-2515-0135 2,350,573 0 0

0 274,260 0 0 0 0 0 0 0 274,260 Year Total 0 2,350,573 0

0 274,260 274,260 0 0 0 0 0 0 0 Project Total 0 2,350,573


0

Project Description

Rationale



Infrastructure Planning

Anne Street Central System

Replace fibre optic system communications on Anne Street.

RenewalEng1337

The existing fibre optic system communication system has been damaged beyond repair and too expensive to replace conventionally with outdated technology. New communication equipment will dramatically improve the operating conditions

of the roadway which are currently operating at a LOS E during peak periods and can be managed at a LOS C with new equipment. This means 30000 vehicles who use this day can do so quicker.



Const - Year 1Traffic Signals 0 25,000 0 0 0 0 25,000 0 0 0 0 0 0

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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Ardagh Road & Mapleton Avenue

Traffic Signals - Ardagh Road and Mapleton Avenue.


Traffic Control signals would be close to meeting warrants with multiple schools now constructed in the vicinity with the High School and commercial properties close to the intersection. When Summerset Drive is commissioned it will make up

the north leg of the intersection which will increase volumes through the intersection. The increase of traffic will be sufficient to warrant signals.



DesignTraffic Signals 0 25,000 8,500 0 0 10,000 6,500 0 0 0 0 0 0

25,000 0 8,500 10,000 0 0 0 0 6,500 0 Year Total 0 0 0


Const - Year 1Traffic Signals 0 0 20,000 0 0 69,698 45,302 0 0 0 0 135,000 0

0 0 20,000 69,698 0 0 0 0 45,302 0 Year Total 135,000 0 0

25,000 0 0 51,802 0 0 79,698 0 0 28,500 Project Total 135,000 0


0

Project Description

Rationale

0Strategic Priority



Ardagh Road & Wright Drive/Grant's Way

Traffic Signals - Ardagh Road and Wright Drive/Grant's Way.


Warrant driven. Council Motion 10-G-227.



Const - Year 1Traffic Signals 5,241 0 0 0 0 3,154 2,087 0 0 0 14-16-2361-1211 0 0 0

0 5,241 0 3,154 0 0 0 0 2,087 0 Year Total 0 0 0

0 5,241 0 2,087 0 0 3,154 0 0 0 Project Total 0 0


0

Project Description

Rationale

0Strategic Priority



Bayfield / Dunlop / Clapperton (5 Points) Class EA

Class EA for roadways at Five Points intersection, namely, Dunlop Street East and West, Bayfield Street North and South and Clapperton Street.

R ScheunemannAdditional Capacity/Capability1148 Eng0995

Completion of EA.



EA – Year 1Roads 7 0 0 0 0 2 5 0 0 0 14-16-2320-1148 20,570 0 0

0 7 0 2 0 0 0 0 5 0 Year Total 0 20,570 0

0 7 0 5 0 0 2 0 0 0 Project Total 0 20,570


0

Project Description

Rationale




Bayview Drive & Little Avenue - Cabinet Upgrade

Replacement of cabinet at Bayview Drive and Little Avenue.

RenewalEng1338

The cabinet is extremely old at this intersection and staff are limited with timing options. Barrie Transit and several residents express concerns withthe lack of advance arrows and time of day functions that this existing cabinet can provide.

Funds will provide a new cabinet and introduce new phasing to provide additional left turn advance signals improving the operation of the roadway.




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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Bear Creek SWM Pond 8a Rehabilitation

Retrofit pond to provide quality control, located north of Bear Creek Drive.

RenewalEng1352

Rehabilitation of inlet spillways, inlets, accesses, and removal sediment and large number of dead trees to meet flooding and environmental requirements in accordance to MOE Certificate of Approval. Structural failure of the sediment fore-bay

and other elements of this upstream cell of this pond complex have compromised pond function of water quality and are compromising storage (flooding) function. Failure to rectify will have a cumulative negative impact on the downstream cells

of the complex with associated loss of function and increase impacts and cost.



DesignStorm Ponds 0 35,000 0 0 0 0 35,000 0 0 0 0 0 0

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


Const - Year 1Storm Ponds 0 0 0 0 0 0 375,000 0 0 0 0 375,000 0

0 0 0 0 0 0 0 0 375,000 0 Year Total 375,000 0 0

35,000 0 0 410,000 0 0 0 0 0 0 Project Total 375,000 0


0

Project Description

Rationale




Bear Creek SWM Pond 8b Rehabilitation

Retrofit pond to provide quality control, located north of Hubbard Crescent.

RenewalEng1353

Removal of sediment from, and rehabilitation the sediment fore bay and associated devices to meet flooding and environmental controls in accordance with MOE Certificate of Approval. Additional works may include reconstruction of one inlet

wall, spillway and associated piping, construction of an access as well as sediment and dead tree removal. MOE Certificate of Approval requirement; provincial and federal requirement. Structural failure of inlet from Bear Creek High school

subsequent bank failures have deposited large amounts of sediment in the main cell downstream of the fore bay. This results in loss of storage volume and potential discharge of sediment in Bear Creek. Also, the sediment fore bay requires

significant work to remove materials and rehabilitate devices. Failure to rectify will have a cumulative negative impact on the final cell of the complex before discharge to Bear Creek and the properties of Essa Township.



DesignStorm Ponds 0 35,000 0 0 0 0 35,000 0 0 0 0 0 0

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


Const - Year 1Storm Ponds 0 0 0 0 0 0 350,000 0 0 0 0 350,000 0

0 0 0 0 0 0 0 0 350,000 0 Year Total 350,000 0 0

35,000 0 0 385,000 0 0 0 0 0 0 Project Total 350,000 0


0

Project Description

Rationale




Brunton Park

Brunton Park - Slope Stabilization.

B McGregorRenewal0667 Eng0115

This project encorporates stabilization of park slope due to creek erosion causing erosion and environmental concerns within the Lovers Creek. Preliminary design invesitgations recommend that the project be reviewed and detailed through a

Class EA versus a typical design project. Lake Simcoe and Region Conservation Authority (LSRCA) has reviewed the project scope and recommends consideration for a channel realignment resulting in temporary and/or permanent property

easements, possible property acquisition and then followed by slope stabilization project. The improvements will repair damage within the watercourse and improve watercourse habitat conveyance.



EA – Year 1Parks/EP/OS 0 75,000 0 0 0 62,792 12,208 0 0 0 14-16-2351-0667 0 0 0

75,000 0 0 62,792 0 0 0 0 12,208 0 Year Total 0 0 0


DesignParks/EP/OS 0 0 0 0 0 62,792 12,208 0 0 0 14-16-2351-0667 0 75,000 0

0 0 0 62,792 0 0 0 0 12,208 0 Year Total 75,000 0 0

75,000 0 0 24,416 0 0 125,584 0 0 0 Project Total 75,000 0


0

Project Description

Rationale




Bunkers Creek- Wellington Plaza - Donald to N. of Wellington

Replace storm sewer & construct overland flow route.

L. BorgdorffAdditional Capacity/Capability1231 Eng0896

"To reduce the potential for increased flooding downstream as a result of the loss of storage behind road crossings with undersized storm sewers it is recommended that conveyance improvements ideally start at the most downstream portions

of the watershed and be implemented in sequential order upstream.

The existing storm sewer capacity is exceeded during events less than the 2 year storm. The storm flows overtop the inlet structure and flood the Commercial Plaza parking lot and buildings although recent development of the lands has

improved the overland conveyance of the major storm events.

The proposed storm structure is to be designed to convey the 100 year storm event (12.72cms).

Upstream project is (B20) Bunkers Creek Highway 400

Down-stream project is (B14 & B15) Bunkers Creek –Donald St Wellington Plaza."




0 27,437 0 0 0 0 0 0 27,437 0 Year Total 0 72,563 0


Const - Year 1Storm Sewers 0 1,924,000 0 0 0 0 200,000 0 0 0 14-16-2520-1231 0 0 1,724,000

1,924,000 0 0 0 0 0 0 0 200,000 0 Year Total 0 0 1,724,000

1,924,000 27,437 0 227,437 0 0 0 0 0 0 Project Total 0 72,563


1,724,000

Project Description

Rationale




Codrington Street & Mulcaster Street - Cabinet Upgrade

Replacement of cabinet at Codrington Street and Mulcaster Street.

RenewalEng1340

The cabinet is extremely old at this intersection and staff are limited with timing options. Barrie Transit and several residents express concerns withthe lack of advance arrows and time of day functions that this existing cabinet can provide.

Funds will provide a new cabinet and introduce new phasing to provide additional left turn advance signals improving the operation of the roadway.




20,000 0 0 0 0 0 0 0 20,000 0 Year Total 0 0 0

20,000 0 0 20,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Collier Street & Clapperton Street - Traffic Signals

Traffic Signals at Collier Street and Clapperton Street.


Traffic signals have been identified through the Environmental Assessment being completed for Five Points. Traffic signals at this intersection would reduce driver confusion, and reduce the collisions that occur due to the unique operating

conditions. Traffic signals will provide safe and efficient movement of pedestrians in close proximity to the Collier Street Parkade and local businesses where now it is confusing to the pedestrian as well as motorists as only one leg is free flow.



DesignTraffic Signals 0 25,000 0 0 0 15,151 9,849 0 0 0 0 0 0

Const - Year 1Traffic Signals 0 135,000 0 0 0 81,820 53,180 0 0 0 0 0 0

160,000 0 0 96,971 0 0 0 0 63,029 0 Year Total 0 0 0

160,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 0 0


0

Project Description

Rationale




Coronation (Innis Shore) Park

Coronation (Innis Shore) Park

W. FischerAdditional Capacity/Capability1232 Eng0074

School complete, adjacent homes built, final design drawing approval required, clearance required from CA.




0 106,889 0 86,205 0 0 0 0 20,684 0 Year Total 0 343,111 0

0 106,889 0 20,684 0 0 86,205 0 0 0 Project Total 0 343,111


0

Project Description

Rationale




County Road 30 (Essa Rd) Culvert Replacement - Class EA

County Road 30 (Essa Road) culvert replacement on Bear Creek.

S. PattersonAdditional Capacity/Capability1236 Eng1282

The existing culvert capacity is limited to the lower frequency storms (2 yr. to 5 yr. event). The proposed culvert is to convey the 25 yr. storm event (1.76 cms). Residences and businesses experience frequent flooding of structures as a result of

the culvert under-capacity. Corrects existing flooding issue of property downstream of the location (minor flooding occurs many times per year). Simcoe County was aware of the deficiency and had begun the pre-design process through the

initiation of a pre-design study. Further Engineering work was not completed in 2009 as the downstream land was part of the annexation lands. Upstream development has occurred (Mapleview Industrial Park) as roads have been constructed

and ICI site plans may be proceeding in the near future. Upstream culvert works will be completed as a result if this development. The proposed culvert would ideally be completed before these upstream culvert works are completed.



EA – Year 1Culverts 51,262 0 0 0 0 0 51,262 0 0 0 14-16-2330-1236 23,738 0 0

0 51,262 0 0 0 0 0 0 51,262 0 Year Total 0 23,738 0

0 51,262 0 51,262 0 0 0 0 0 0 Project Total 0 23,738


0

Project Description

Rationale




Dean Avenue & Raquel Street - Traffic Signals

Traffic Signals - Dean Avenue and Raquel Street

S. RoseAdditional Capacity/Capability1227 Eng0808

Traffic signals will be required to provide a safe pedestrian crossing to the new satellite library location. Based on existing traffic data, warrants are expected to be satisfied with traffic generated associated with the library.




0 11,042 0 6,692 0 0 0 0 4,350 0 Year Total 0 133,958 0

0 11,042 0 4,350 0 0 6,692 0 0 0 Project Total 0 133,958


0

Project Description

Rationale




DOLRA (South End)

South-end Dog Off Leash Recreational Area involving fencing, parking and entry signage.

W FischerAdditional Capacity/Capability1301 Eng1329Project # Temp # Project ManagerProject Type


Const - Year 1Parks/EP/OS 25,000 0 0 0 0 0 25,000 0 0 0 14-16-2351-1301 50,000 0 0

0 25,000 0 0 0 0 0 0 25,000 0 Year Total 0 50,000 0

0 25,000 0 25,000 0 0 0 0 0 0 Project Total 0 50,000


0

Project Description

Rationale




Dunlop Street East Replacement Poles

Replacement of streetlight poles on Dunlop Street East.

RenewalEng1342

Dunlop Street East pole replacement and fixture replacements due to by-metal and normal aging. 50 lights recommended for 2012 with the program continuing beyond 2012. This will have an improved operating level of service. The

maintenance costs are increasing as some of the damaged poles have been treated with a concrete slurry mix to stabalize.



Const - Year 1Streetlights 0 250,000 0 0 0 0 250,000 0 0 0 0 0 0

250,000 0 0 0 0 0 0 0 250,000 0 Year Total 0 0 0

250,000 0 0 250,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Dunsmore Park (Georgian Glen)

DCA-4 - Dunsmore Park (Georgian Glen)

W FischerAdditional Capacity/CapabilityEng0076

"The park master plan must be updated and redefined. The original approved design for the park included a softball baseball diamond on an adjacent proposed school block parcel thus benefitting from the open space areas between the

proposed school and park. This proposed school block parcel is not residential.

This park also represents a deficient level of service for local recreational amenities in the subdivision development area west of Johnson Street, north of Hickling Trail."



DesignParks/EP/OS 0 35,000 0 0 0 28,227 6,773 0 0 0 0 0 0

35,000 0 0 28,227 0 0 0 0 6,773 0 Year Total 0 0 0

35,000 0 0 6,773 0 0 28,227 0 0 0 Project Total 0 0


0

Project Description

Rationale




Dyment Road & Tiffin Street - Traffic Signals

Traffic Signals - Dyment Road and Tiffin Street intersection.

S. RoseAdditional Capacity/CapabilityEng0218

These traffic signals are required as part of Osmington Development to improve public safety. Signal warrant calculations were performed in 2004, that take into account; traffic volumes, turning movement counts, incident history, etc. It is

anticipated that the warrants would be met presently with the addition of the proposed development and associated growth since 2004.




25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0


Const - Year 1Traffic Signals 0 0 0 0 0 81,820 53,180 0 0 0 0 135,000 0

0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale




Essa Road ACDC Level Railway Crossing

Essa Road ACDC level railway crossing between GO entrance and Tiffin Street.


This project is to replace the existing flashing lights that exist at this location. There have been instances in the past where there have been near collisions, including with buses, at similar uncontrolled crossings within the City. In order to

minimize potential liability from potential collisions the grade warning systems and gates are being recommended.



Pre-DesignRailway 0 50,000 0 0 0 0 50,000 0 0 0 0 0 0

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


DesignRailway 0 0 0 0 0 0 85,000 0 0 15,000 0 100,000 0

0 0 0 0 0 0 0 15,000 85,000 0 Year Total 100,000 0 0

50,000 0 0 135,000 15,000 0 0 0 0 0 Project Total 100,000 0


0

Project Description

Rationale




Essa Road Central System

Replace fibre optic system communications on Essa Road.


The exisiting fibre optic communication system has been damaged beyond repair and too expensive to replace conventionally with outdated technology. The City has a legal agreement to maintain the MTO singals that are located within this

system. New communication equipment will dramatically improve the operating conditions of the roadway which are currently operation at a LOS E/F during peak periods and can be managed to operated at a LOS C/D with the new equipment.

This means the 40,000 vehicles who used this roadway daily can do so more efficiently.




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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Georgian Drive - Georgian College Entrance

Entrance associated with the expansion of the college campus including the Health and Wellness Building.

S. PattersonAdditional Capacity/Capability1237 Eng1284

The City of Barrie has level of service issues on this roadway. With the increased growth of Georgian College and RVH, there will be additional traffic volume on the road. It is therefore necessary to add additional capacity to the intersection to

ensure satisfactory levels of service.



DesignRoads 0 0 0 0 0 0 0 0 0 0 14-16-2510-1237 30,000 0 0

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


Const - Year 1Sidewalks 0 10,000 0 0 0 0 10,000 0 0 0 14-16-2525-1237 0 0 0

Const - Year 1Storm Sewers 0 20,000 0 0 0 0 20,000 0 0 0 14-16-2520-1237 0 0 0

Const - Year 1Streetlights 0 20,000 0 0 0 0 20,000 0 0 0 14-16-2363-1237 0 0 0

Const - Year 1Traffic Signals 0 150,000 0 0 0 0 150,000 0 0 0 14-16-2361-1237 0 0 0

Const - Year 1Roads 0 450,000 0 0 0 0 60,000 0 390,000 0 14-16-2510-1237 0 0 0

650,000 0 0 0 0 0 390,000 0 260,000 0 Year Total 0 0 0

650,000 0 0 260,000 0 390,000 0 0 0 0 Project Total 0 30,000


0

Project Description

Rationale




Hanmer Street East & St. Vincent Street - Traffic Signals

Traffic Signals at the intersection of Hanmer Street East and St. Vincent Street.


These traffic signals are required to improve public safety. Signal warrant calculations were performed that take into account; traffic volumes, turning movement counts, incident history, etc.




25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale




Hanmer Street East & Stanley Street - Traffic Signals

Traffic Signals at the intersection of Hanmer Street East and Stanley Street.


Traffic control signals are to be installed to provide safe pedestrian crossings in close proximity to East Bayfield Recreation Centre, Georgian Mall, two elementary Schools. Hanmer Street west of Bayfield Street is planned to connect to Anne

Street which will increase traffic at the intersection of Stanley Street. Staff currently receive concerns from residents at this intersection.




25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale




Harvie Road / Big Bay Point & Hwy 400 Class EA

Class EA for a Highway 400 crossing / interchange at Harvie Road / Big Bay Point Road from Bryne Drive to Fairview Road.

R ScheunemannAdditional Capacity/Capability0651 Eng0246

There are current level of service issues at the Essa Road/Hwy 400 and Mapleview Drive/Hwy 400 interchanges which will increase as the city grows. A Harvie Road/Big Bay Point Road crossing/interchange could potentially decrease traffic

on the City’s internal roads and serve the area between the Essa and Mapleview interchanges. A trigger agreement with the MTO has been prepared for the Park Place development. As traffic volumes increase on the Hwy 400 exit ramps at

Essa and Mapleview, to the point that the triggers are met, the City must complete the crossing/interchange within a 3 year period. The actual timing will depend on the development that occurs at Park Place and surrounding area. Completion

of Phases 3 and 4 of the Class EA in 2011 will allow the City time to complete the design and construction of the crossing/interchange within the required 3 year window pending the necessary triggers. Design costs are dependent on the

Preferred Alternative resulting from the EA.



EA – Year 2Roads 161,532 0 0 0 0 125,293 36,239 0 0 0 14-16-2320-0651 35,533 0 0

0 161,532 0 125,293 0 0 0 0 36,239 0 Year Total 0 35,533 0

0 161,532 0 36,239 0 0 125,293 0 0 0 Project Total 0 35,533


0

Project Description

Rationale




Huronia Road & Loon Avenue - Traffic Signals

Installation of traffic signals at the intersection of Huronia Road and Loon Avenue.


Traffic signals to accommodate new commercial facility and existing residential neighbourhood. Warrants were very close to being satisfied in 2008 and therefore anticipated to be satisfied at time of implementation.




0 41,604 0 25,215 0 0 0 0 16,389 0 Year Total 0 103,396 0

0 41,604 0 16,389 0 0 25,215 0 0 0 Project Total 0 103,396


0

Project Description

Rationale




Huronia Road and McKay Road - Traffic Signals

Traffic signals - Huronia Rd & McKay Road.


While the intersection in within the newly annexed area, the City does not have a lot of historical data on collisions. There have been numerous well publicized accidents. Due to the rural nature of the roads the collisions typically occur at

higher speeds thus resulting in more serious accidents. Warrant driven. Council Motion 11-G-147.




0 7,551 0 0 0 0 0 0 7,551 0 Year Total 0 77,449 0

0 7,551 0 7,551 0 0 0 0 0 0 Project Total 0 77,449


0

Project Description

Rationale




Huronia Road Railway Crossing Warning System - South of Ellis

Huronia Road railway crossing grade warning system south of Ellis Drive (lights only).

R. ScheunemannAdditional Capacity/CapabilityEng1295

"A detailed safety assessment was conducted for the rail crossing. The fundamental objective of the safety assessment are to increase safety associated with the at-grade crossing in compliance with technical standards.

The assessment recommended a number of operational components that should be implemented including improvements to signage, pavement markings and vegetation removal to improve sightlines. The recommendations also include the

need for a grade warning system (ie. lights and bells) based on the current site conditions. The requirement for gate controls are not warranted at this time but are expected in the 10 to 20 years as traffic volume increases and/or train traffic

volume increases. There have been instances in the past where there have been near collisions, including with buses, at similar uncontrolled crossings within the City."



Const - Year 1Railway 0 150,000 0 0 0 0 150,000 0 0 0 0 0 0

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

150,000 0 0 150,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Huronia Road Railway Crossing Warning System- South of Herrell

Huronia Road railway crossing grade warning system south of Herrell Avenue (lights only).


"A detailed safety assessment was conducted for the rail crossing. The fundamental objective of the safety assessment is to increase safety associated with the at-grade crossing in compliance with technical standards.







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

150,000 0 0 150,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Infill Streetlighting

Modifications to existing roadway illumination.

M CharleboisAdditional Capacity/Capability1139 Eng0741

Funds are required to implement streetlights along existing roadways that have been identified by staff or public concern. In 2010 Engineering staff implemented a streetlight tag system to identify and collect streetlight attribute data in the field.

Staff will be utilizing the tag system to prepare a master plan to identify areas of the City that may be deficient in illumination systems. As we move towards this master plan staff receive requests from the public that their roadway is poorly lit.

Staff will perform illumination observations to determine if additional lighting will improve light levels and/or improve light uniformity. Funds allow staff to add streetlights to roadways that are deemed to be insufficiently lit by adding one or two

streetlights to existing poles instead of redesigning a roadway illumination system. Typically it is residential roadways at intersections or at the end of roadways by park entrances, cul de sacs etc..



Const - Year 1Streetlights 64,758 0 0 0 0 0 64,758 0 0 0 14-16-2363-1139 14,116 0 0

0 64,758 0 0 0 0 0 0 64,758 0 Year Total 0 14,116 0

0 64,758 0 64,758 0 0 0 0 0 0 Project Total 0 14,116


0

Project Description

Rationale




Lennox Park

Construction of senior baseball diamond.

B. McGregorAdditional Capacity/CapabilityEng0733

Construction of senior baseball diamond in location of senior soccer field. New installation to replace fields decommissioned at Georgian Fields - rebuilding twin baseball facility in the City. Scope of work to include field adjustments, hazemag

infield, baseball backstop and outfield fencing, lighting and any necessary walkway and drainage improvements.



Const - Year 1Parks/EP/OS 0 300,000 0 0 0 251,168 48,832 0 0 0 0 0 0

300,000 0 0 251,168 0 0 0 0 48,832 0 Year Total 0 0 0

300,000 0 0 48,832 0 0 251,168 0 0 0 Project Total 0 0


0

Project Description

Rationale




Little Avenue Railway Crossing Warning System - West of Huronia

Railway crossing grade warning system west of Huronia Road.


"A detailed safety assessment was conducted for the rail crossing. The fundamental objective of the safety assessment is to increase safety associated with the at-grade crossing in compliance with technical standards.







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

150,000 0 0 150,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Little Lake - Pond LT1 between Cardinal and St Vincent

Pond LT1 between Cardinal and St Vincent - upgrade and expand existing SWM facility to provide quality and quantity controls.

S. DiemertAdditional Capacity/CapabilityEng0894

"For new or retrofitted storm water management ponds in that it is recommended that they ideally be implemented starting from the upstream most portions of the watershed and be implemented in sequential order downstream. Implementing

the storm water ponds in this order maximizes the potential benefits of flow reduction and improved water quality within the watershed.

Current swm facility will spill for events from the 5-year to the Regional Storm producing water depths that will directly impact the properties located at 496 and 500 St. Vincent Street. Pond volumes and the control structure are to be upgraded

to control and convey flows. Class EA to review options to expand swm pond involving the purchase of 496 and 500 St. Vincent Street or 100 year conveyance upgrades to the St.Vincent and Livingston Street culvert crossing structures."



EA – Year 1Storm Ponds 0 86,000 0 0 0 0 86,000 0 0 0 0 0 0

86,000 0 0 0 0 0 0 0 86,000 0 Year Total 0 0 0

86,000 0 0 86,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Madelaine Drive & Dean Avenue - Traffic Signals

Traffic signals - Madelaine Drive and Dean Avenue.


Conversion of I.P.S. Warrant driven. Council Motion 10-G-259.



Const - Year 1Traffic Signals 503 0 0 0 0 304 199 0 0 0 14-16-2361-1212 0 0 0

0 503 0 304 0 0 0 0 199 0 Year Total 0 0 0

0 503 0 199 0 0 304 0 0 0 Project Total 0 0

503Total Project Cost

0

Project Description

Rationale




Madelaine Drive & Esther Drive - Traffic Signals

Traffic Signals at the intersection of Madelaine Drive and Esther Drive.






25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale




Mapleton II (Sunfield)

Park extension of existing Mapleton Park.

B. McGregorAdditional Capacity/CapabilityEng0794

Extension of existing neighbourhood park (Mapleton Park)to increase recreational opportunities based on subdivision development. Phase II includes a basketball court, the realignment of a senior soccer field, top soil and sod restoration, plant

material, walkway connections to existing park, and a single pedestrian light standard.



Const - Year 1Parks/EP/OS 0 175,000 0 0 0 141,135 33,865 0 0 0 0 0 0

175,000 0 0 141,135 0 0 0 0 33,865 0 Year Total 0 0 0

175,000 0 0 33,865 0 0 141,135 0 0 0 Project Total 0 0


0

Project Description

Rationale




Mapleview Drive Central System

Replace fibre optic system communications on Mapleview Drive.

RenewalEng1347

New communcation equipment will drmatically improve the operating conditions of the roadway which are currently operating at a LOS F during peak periods and can be managed to operate at a LOS D/E with the new equipment. This means

55,000 vehicles who use this day can do so quicker and with minor capital costs (as opposed to additional lane construction).



Const - Year 1Traffic Signals 0 25,000 1,680 0 0 0 23,320 0 0 0 0 0 0

25,000 0 1,680 0 0 0 0 0 23,320 0 Year Total 0 0 0

25,000 0 0 23,320 0 0 0 0 0 1,680 Project Total 0 0


0

Project Description

Rationale




Mapleview Drive/25th Sideroad & County Road 27 Realignment

Realignment of Mapleview Drive and 25th Sideroad (Essa Township) with County Road 27 including the installation of traffic signals.


As the south end of the City grows traffic congestion will increase. Additional traffic from development will generate additional traffic volumes. The Mapleview / CR 27 intersection is under the control and maintenance of Simcoe County. Simcoe

County has now completed a Schedule B class EA. The preferred solution is the realignment of the 25th Sideroad to the County Road 27/Mapleview Drive intersection with the installlation of traffic signals and turn lanes. Left turn lanes are to be

provided on all approaches, and right turn lanes are recommended for the northbound and westbound approaches.



PropertyRoads 0 25,500 0 0 0 0 25,500 0 0 0 0 0 0

UtilitiesRoads 0 36,000 0 0 0 0 36,000 0 0 0 0 0 0

DesignRoads 0 30,000 0 0 0 0 30,000 0 0 0 0 0 0

91,500 0 0 0 0 0 0 0 91,500 0 Year Total 0 0 0


Const - Year 1Roads 0 0 0 0 0 0 879,000 0 0 0 0 879,000 0


0 0 10,400 75,516 0 0 0 0 928,084 0 Year Total 1,014,000 0 0

91,500 0 0 1,019,584 0 0 75,516 0 0 10,400 Project Total 1,014,000 0


0

Project Description

Rationale




Marsellus Drive - IPS Traffic Signals

Installation of IPS Traffic Signals on Marsellus Drive.


Signals warranted to provide a safe pedestrian crossing on Marsellus close to Farmstead/Clute that will also service the users of the recreation centre looking to cross Marsellus Drive. The area services multiple schools as well as Holly

Meadows Recreations Centre. Pedestrians use neighbourhood catwalks and residential alleys to access the schools, rec centre and park areas. OTM warrants are met.



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


65,000 0 0 0 0 0 0 0 65,000 0 Year Total 0 0 0

65,000 0 0 65,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




McKay Road & Veterans Drive - Traffic Signals

Installation of traffic signals at the intersection of McKay Road and Veterans Drive.


Traffic control signals are warranted to accommodate existing traffic volumes at the intersection. TAC warrant criteria was used to determine justification for signalized intersection.




Const - Year 1Traffic Signals 0 130,000 0 0 0 78,789 51,211 0 0 0 0 0 0

150,000 0 0 90,910 0 0 0 0 59,090 0 Year Total 0 0 0

150,000 0 0 59,090 0 0 90,910 0 0 0 Project Total 0 0


0

Project Description

Rationale




North Shore Trail - Ecological Restoration

Ecological restoration on the North Shore trail.

RenewalEng0800

The North Shore Trail slope stabilization project is designed to fill in and stabalize the areas where former boathouses were removed. Some components are becoming physically deficient resulting in erosion to the lake. Delayed construction

will lead to the potential for additional sedimentation and silitation in Kempenfelt Bay. The project is proposed to be phased and measures can be taken to address the potential sedimentation.



Const - Year 1Parks/EP/OS 0 715,000 0 0 0 176,402 0 0 0 0 0 0 538,598

715,000 0 0 176,402 0 0 0 0 0 0 Year Total 0 0 538,598



580,000 0 0 143,095 0 0 0 0 0 0 Year Total 0 0 436,905



580,000 0 0 143,095 0 0 0 0 0 0 Year Total 0 0 436,905

1,875,000 0 0 0 0 0 462,592 0 0 0 Project Total 0 0


1,412,408

Project Description

Rationale




North Shore Trail - Slope Stabilization

Removal of boathouses on north shore of Kempenfelt Bay, design and construction relating to the slope stabilization and shoreline/ecological restoration as a result of the boathouse removals.

W FischerRenewal0236 Eng0161

The boathouse removals and slope stabilization was proposed in Staff Report PRW016-02 and approved by Council Motion 02-G-393. The ecological restoration was proposed in Staff Report ENG 015-07 and approved by Council Motion

07-G-153. Boathouse structure removal will eliminate City liability due to unauthorized use. Slope stabilization required to remediate areas where boathouses are removed. This will ensure there are not negative impacts on the Lake due to

erosion and sedimentation.



Const - Year 1Parks/EP/OS 145,149 0 0 0 0 35,810 22,741 0 0 0 14-16-2351-0236 39,242 0 86,598

0 145,149 0 35,810 0 0 0 0 22,741 0 Year Total 0 39,242 86,598

0 145,149 0 22,741 0 0 35,810 0 0 0 Project Total 0 39,242


86,598

Project Description

Rationale




Pay & Display Machines

Replacement of 3 precise machines downtown.

RenewalEng0997

The three machines to be replaced were amongst the first Pay and Display machines the City purchased and they have high maintenance costs. Replacement will bring monthly savings of $16/month. These machines are incapable of provide

data that the City has set standards to provide. Replacement will improvement the operating level of service and will decrease all monthly fees.



Const - Year 1Parking Meters 0 60,000 0 60,000 0 0 0 0 0 0 0 0 0

60,000 0 0 0 0 60,000 0 0 0 0 Year Total 0 0 0

60,000 0 0 0 0 0 0 60,000 0 0 Project Total 0 0


0

Project Description

Rationale




Penetanguishene Road from Georgian to Grove

Installation of streetlights on Penetanguishene Road from Georgian Drive to Grove Street.


A streetlight design was completed for this stretch of roadway to provide streetlighting as you enter south of Grove Street. With the residential growth in the area and the expansions of both RVH and Georgian College, there will be increased

traffic volumes along this roadway. The road is currently classified as an arterial road and is a connection to a major highway link. With the increased volumes it is suggested that the illumination will provide additional safety and security in the

area.



Const - Year 1Streetlights 0 70,000 0 0 0 0 70,000 0 0 0 0 0 0

70,000 0 0 0 0 0 0 0 70,000 0 Year Total 0 0 0

70,000 0 0 70,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale

0Strategic Priority



Playground replacement program

Annual ongoing replacement program including playground surface replacement & edge repairs / replacement.

W FischerRenewalEng0764

"All playground equipment is inspected monthly for any breakage or vandalism. Municipal inventory that is within 5 years of a typical 20 year life expectancy is audited annually. The audits assess playground compliance with current CSA

Standards to minimize liability, for both the equipment, playground surfacing, site conditions and address aging equipment that is hazardous or worn out . Additionally, in the later stages in the lifecycle of the equipment, certain components of

the equipment must be permanently removed as it is not repairable, or replacement parts are no longer available. This reduces the playability of the equipment and level of service provided. No redundancy exists for the provision of playground

equipment and therefore the removal of a playground for safety reasons will directly impact the mandated service level. The playground replacement program also offers opportunities to address universal accessibility, inclusiveness, and

promotion of active lifestyles"



Const - Year 1Parks/EP/OS 0 225,000 0 0 0 0 225,000 0 0 0 0 0 0

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


Const - Year 1Parks/EP/OS 0 0 0 0 0 0 225,000 0 0 0 0 225,000 0

DesignParks/EP/OS 0 0 0 0 0 0 25,000 0 0 0 0 25,000 0

0 0 0 0 0 0 0 0 250,000 0 Year Total 250,000 0 0


Const - Year 1Parks/EP/OS 0 0 0 0 0 0 310,000 0 0 0 0 310,000 0

0 0 0 0 0 0 0 0 310,000 0 Year Total 310,000 0 0

225,000 0 0 785,000 0 0 0 0 0 0 Project Total 560,000 0


0

Project Description

Rationale




Prince William & Sovereigns Gate - Pedestrian Signals

Design and Construction of Intersection pedestrian signals.


Warrants to justify Pedestrian Signals have been provided in Staff Report ENG044-10.



Const - Year 1Traffic Signals 541 0 0 0 0 0 541 0 0 0 14-16-2361-1239 59,459 0 0

0 541 0 0 0 0 0 0 541 0 Year Total 0 59,459 0

0 541 0 541 0 0 0 0 0 0 Project Total 0 59,459


0

Project Description

Rationale




PRV - Hemingway Crescent & Fox Run

Replace existing PRV at Hemingway Crescent and Fox Run.

RenewalEng1354

The existing PRV is over 40 years old, is in deteriorated condition, does not meet current design standards and presents an unsafe working condition for operations staff. The PRV provides water for current and future water demands from

Zone 2N to a closed looped reduced pressure zone. The propsed replacement would meet current safety requirements for enclosures and will provide for improved water quality sampling and remote interrogation functionality utilizing SCADA.




Const - Year 1Watermain 0 200,000 0 200,000 0 0 0 0 0 0 0 0 0

210,000 0 0 0 0 210,000 0 0 0 0 Year Total 0 0 0

210,000 0 0 0 0 0 0 210,000 0 0 Project Total 0 0


0

Project Description

Rationale




Sandringham III (Craigmel) Park

Sandringham III (Craigmel) - Walkways, culverts and parking lot adjustments.


Adjustments are required to the parking lot due to impacts created from the pedestrian signal installed on Sandringham Drive in 2009 in the creation of a pedestrian crosswalk connection to the school.

Improvements include, but not limited to, the removal of the parking lot entrance driveway, re-grading and installation of new concrete curbing and asphalt surfacing for positive drainage to existing park curb cut, line painting and

remove/replacement of several existing trees.




0 61,580 0 53,748 0 0 0 0 7,832 0 Year Total 0 13,420 0

0 61,580 0 7,832 0 0 53,748 0 0 0 Project Total 0 13,420


0

Project Description

Rationale




Sandringham IV (Gilroy)

DCA-12 - Sandringham IV (Gilroy) -Tennis, basketball, parking, lighting


Completion of east side of park to completeprogramming requirements for neighbourhood.




0 371,449 0 299,569 0 0 0 0 71,880 0 Year Total 0 3,551 0

0 371,449 0 71,880 0 0 299,569 0 0 0 Project Total 0 3,551


0

Project Description

Rationale




Sandringham Park - Interim Seeding

Topsoil and seeding of an area of Sandringham Park, approximately the size of a soccer field, as an interim measure until the park is constructed in its ultimate state.

W FischerAdditional Capacity/Capability1150 Eng1024

Parks services are perceived to be lacking in the area of Sandringham Park, and the park construction is lagging behind the development of the subdivision.



Const - Year 1Parks/EP/OS 13,995 0 0 0 0 0 13,995 0 0 0 14-16-2351-1150 440 0 0

0 13,995 0 0 0 0 0 0 13,995 0 Year Total 0 440 0

0 13,995 0 13,995 0 0 0 0 0 0 Project Total 0 440


0

Project Description

Rationale




Sanitary Servicing - Unserviced Areas

Prioritizing the construction of sanitary servicing to those areas currently unserviced.

S. PattersonAdditional Capacity/CapabilityEng1302

"The three significant un-serviced areas within the City are proposed to have the design completed to provide sanitary servicing to the areas. The areas include: 1. Royal Oak, Bay Lane and Cottage Lane areas. 2. Foster Drive, Marrett Dr

and Garson St areas. 3. Redfern Ave and Dyer Blvd area

The Province of Ontario, under Regulation 219/09 for the Lake Simcoe Protection Act, 2008, has enacted the Lake Simcoe Protection Plan (LSPP) which is to address the restoration and protection of the health of Lake Simcoe. It has been

Council’s practice to proceed with sanitary and water servicing of unserviced areas when possible and provided funds are available. The health of Lake Simcoe is very important to the City of Barrie’s economic and social well being. It will also

shortly be a source of the City’s drinking water. This strategy will ensure that the unserviced areas are prioritised correctly to be able to be incorporated in the 10-year capital plan properly."



DesignSanitary

Sewers

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

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


PropertySanitary

Sewers

0 0 0 160,000 0 0 0 0 0 0 0 160,000 0

EA – Year 1Sanitary

Sewers

0 0 0 86,000 0 0 0 0 0 0 0 86,000 0

DesignSanitary

Sewers

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

0 0 0 0 0 276,000 0 0 0 0 Year Total 276,000 0 0


DesignSanitary

Sewers

0 0 0 0 0 0 0 0 0 100,000 0 100,000 0

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



Sewers

0 0 0 1,250,000 0 0 0 0 0 1,250,000 0 2,500,000 0

DesignSanitary

Sewers

0 0 0 0 0 0 50,000 0 0 50,000 0 100,000 0

0 0 0 0 0 1,250,000 0 1,300,000 50,000 0 Year Total 2,600,000 0 0

150,000 0 0 50,000 1,400,000 0 0 1,676,000 0 0 Project Total 2,976,000 0


0

Project Description

Rationale




Shalom Park

DCA-14 - Shalom Park - Softball Diamond / Playground.

W. FischerAdditional Capacity/Capability1295 Eng0089Project # Temp # Project ManagerProject Type



0 68,668 0 55,380 0 0 0 0 13,288 0 Year Total 0 188,832 0

0 68,668 0 13,288 0 0 55,380 0 0 0 Project Total 0 188,832


0

Project Description

Rationale




St. Vincent Street - Codrington and Orchard - IPS

IPS - St. Vincent Street - Codrington and Orchard.


Warrant driven - Council Motion 10-G-222.



Const - Year 1Traffic Signals 1,003 0 0 0 0 0 1,003 0 0 0 14-16-2361-1213 0 0 0

0 1,003 0 0 0 0 0 0 1,003 0 Year Total 0 0 0

0 1,003 0 1,003 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




St. Vincent Street Central System

Replace fibre optic system communications on St. Vincent Street.

RenewalEng1355






12,000 0 0 0 0 0 0 0 12,000 0 Year Total 0 0 0


Const - Year 2Traffic Signals 0 0 0 0 0 0 50,000 0 0 0 0 50,000 0

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

12,000 0 0 62,000 0 0 0 0 0 0 Project Total 50,000 0


0

Project Description

Rationale




Summerset Drive & Hawkins Drive

Installation of traffic signals at the intersection of Summerset Drive and Hawkins Drive.


Traffic signals are to accommodate increased traffic flows in the area. A new school on Summerset and new park will warrant safer pedestrian crossing. Signals are warranted through the increased traffic flow and concerns from residents and

Councillors regarding the operation of the existing all-way stop.




25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale

0Strategic Priority



Summerset Drive (School) - Ped. Signals

Intersection Pedestrian Signals on Summerset Drive.

S. RoseAdditional Capacity/Capability1147

School was constructed and opened in 2010. Completion of installation.




0 4,215 0 0 0 0 0 0 4,215 0 Year Total 0 2,387 0

0 4,215 0 4,215 0 0 0 0 0 0 Project Total 0 2,387


0

Project Description

Rationale




System Surveillances (4 locations)

System surveillances at the intersections of Dunlop & Anne, Dunlop & Ferndale, Essa & Bradford and Yonge & GO Station.


Wireless camera provides realtime monitoring of roadway and assit with the need to adjust signal timings based on demand, special events, construction, etc. Will allow staff to view traffic operations along Anne Street, Highway Operations,

Dunlop Street. It would allow staff to eliminate additional travel time and increase efficiencies saving annually $2,000 or three year pay back.




20,000 0 0 0 0 0 0 0 20,000 0 Year Total 0 0 0

20,000 0 0 20,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Well # 3 Rehabilitation

Rehabilitation of Well # 3 at the south-west corner of Anne Street South and Victoria Street to accommodate water demands.

RenewalEng1357

This project is required to accommodate the existing water demands (ie. Potable water, fire fighting, etc.) from Residential, Industrial, Commercial and Institutional users in the north part of the City and to allow the City to grow to its

Out-to-Boundary plus Intensification Scenario of the November 2004 Water System Master Plan Consolidated Report (Earth Tech. Canada Inc.). This project is intended to address the declining yield that has been observed for this well.



DesignWater Wells 0 10,000 0 10,000 0 0 0 0 0 0 0 0 0

Const - Year 1Water Wells 0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

60,000 0 0 0 0 60,000 0 0 0 0 Year Total 0 0 0

60,000 0 0 0 0 0 0 60,000 0 0 Project Total 0 0


0

Project Description

Rationale




Yonge Street & Country Lane - Traffic Signals

Installation of traffic signals at the intersection of Country Lane and Yonge Street.






25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 0 81,820 0 0 0 0 53,180 0 Year Total 135,000 0 0

25,000 0 0 63,029 0 0 96,971 0 0 0 Project Total 135,000 0


0

Project Description

Rationale




Yonge Street & Esther Drive - Traffic Signals

Installation of traffic signals at the intersection of Esther Drive and Yonge Street.






25,000 0 0 15,151 0 0 0 0 9,849 0 Year Total 0 0 0



0 0 9,600 76,001 0 0 0 0 49,399 0 Year Total 135,000 0 0

25,000 0 0 59,248 0 0 91,152 0 0 9,600 Project Total 135,000 0


0

Project Description

Rationale




Yonge Street Central System

Replace fibre optic system communications on Yonge Street.

RenewalEng1358






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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Development, Policy and Standards

County Road 27 / CN Railway - Bear Creek culvert

Improvements to culvert on County Road 27 and the CN Railway south of County Road 90.

D CaspickAdditional Capacity/Capability0362

County Road 27 culvert requires improvements to meet acceptable standards.



Const - Year 1Culverts 550,000 0 0 0 0 420,613 0 0 0 129,387 14-16-2520-0362 0 0 0

0 550,000 0 420,613 0 0 0 129,387 0 0 Year Total 0 0 0

0 550,000 0 0 129,387 0 420,613 0 0 0 Project Total 0 0


0

Project Description

Rationale



Development, Policy and Standards

Hanmer Street West - Kozlov to Bayfield

Construction of Hanmer Street West from Kozlov Street to Bayfield Street.

D CaspickAdditional Capacity/Capability0377 Eng0200

Developer is responsible to construct Hanmer Street from Bayfield Street westerly for 205 metres utilizing previous development contributions ($230,800) and the section east of Kozlov Street utilizing oversizing contributions from the City of

Barrie.



Const - Year 1Roads 230,800 0 230,800 0 0 0 0 0 0 0 14-16-2510-0377 0 0 0

Const - Year 1Roads 75,000 0 0 0 0 54,831 20,169 0 0 0 14-16-2510-0377 0 0 0

0 305,800 230,800 54,831 0 0 0 0 20,169 0 Year Total 0 0 0

0 305,800 0 20,169 0 0 54,831 0 0 230,800 Project Total 0 0


0

Project Description

Rationale


Finance Department Project Report

FINAdministration

Water Billing System

Water Billing System: Software/Hardware. Project funded by 50% Sewer Rate (12-05-0575) and 50% Water Rate (12-05-0580) Reserve Funds.

K ShortCorporate Need1206

Implement a water billing system that will reduce billing costs and provide access to new online services, billing, options, and payment methods.



Capital

Purchases

Software 92,406 0 0 92,406 0 0 0 0 0 0 14-10-1200-1206 440,263 0 0

0 92,406 0 0 0 92,406 0 0 0 0 Year Total 0 440,263 0

0 92,406 0 0 0 0 0 92,406 0 0 Project Total 0 440,263


0

Project Description

Rationale


ICT Department Project Report

Application Services

2-3 Year Plan - Great Plains

Implement remaining components of the approved 2-3 Year Plan to upgrade and enhance Great Plains, while the City contemplates its replacement with a new ERP.

Scott MorrowCorporate Need1107 FIN0047

Remaining components of the 2-3 Year Plan include implementation of a Purchasing Order module, enhanced reporting and the creation of scripts to outsource tax bill printing. In addition to this, it is expected that we will be forced to implement

a version upgrade to accommodate the payroll tax table. This will include consultring, customization and training.



Capital

Purchases

Software 85,534 0 0 0 0 0 85,534 0 0 0 14-11-1302-1107 35,627 0 0

0 85,534 0 0 0 0 0 0 85,534 0 Year Total 0 35,627 0

0 85,534 0 85,534 0 0 0 0 0 0 Project Total 0 35,627


0

Project Description

Rationale



Application Services

External Web Solution

External Website Solution including web content management system, GIS portal, eServices, monitoring software, backup and restore software, and security software.

Scott MorrowCorporate Need1117 FIN0049

Modernization of the existing website. Requirement to solve certain deficiencies such as navigation, accessibility, ability to use social networking features, and increased/improved services.



Capital

Purchases

Software 106,528 0 0 0 0 0 106,528 0 0 0 14-11-1302-1117 93,672 0 0

0 106,528 0 0 0 0 0 0 106,528 0 Year Total 0 93,672 0

0 106,528 0 106,528 0 0 0 0 0 0 Project Total 0 93,672


0

Project Description

Rationale



Communications and Infrastructure

Radio Infrastructure Simulcast

Radio coverage for Fire and Police vehicles in the South-West section of the City.

Frank BarbaroAdditional Capacity/Capability1241 FIN0068

This solution is not a fully operational tower site like the current 3 other towers utilized by public safety agencies. The Health & Safety of responding fire fighters requires that a permanent solution including a full simulcast setup for public safety

radio frequencies is required. There is a requirement for the City of Barrie to be aware of radio coverage gaps in service within their boundaries and solutions to provide a radio signal to responding public safety crews should be addressed.

Fire Fighters have a further reduced capacity to receive a radio signal within structures in the Southwest quadrant of the City because a portable radio inside a structure has less range than a portable outside a structure and a mobile radio in a

vehicle. A fire fighters lifeline while performing their duties is the ability to consistently have contact with command officers and communications operators at all times.



Capital

Purchases

I.C.T. 16,131 0 0 0 0 0 16,131 0 0 0 14-11-1301-1241 303,869 0 0

0 16,131 0 0 0 0 0 0 16,131 0 Year Total 0 303,869 0

0 16,131 0 16,131 0 0 0 0 0 0 Project Total 0 303,869


0

Project Description

Rationale



Desktop Services

CityWorks CMMS

Implementation of CityWorks CMMS implementation. Funded by $26,988.16 from Water Rate and $14,391.46 from Sewer Rate Reserve Funds.

Joy PackhamCorporate Need0447 FIN0050

To provide work order management for Operations Roads, Parks, SWTP, Water, Wastewater.



Capital

Purchases

Software 89,118 0 0 41,380 0 0 47,738 0 0 0 14-11-1300-0447 140,719 0 0

Capital

Purchases

Software 50,000 0 0 25,000 0 0 25,000 0 0 0 14-11-1300-0447 0 0 0

0 139,118 0 0 0 66,380 0 0 72,738 0 Year Total 0 140,719 0

0 139,118 0 72,738 0 0 0 66,380 0 0 Project Total 0 140,719


0

Project Description

Rationale



Desktop Services

Desktop Software Maintenance Program

Desktop software maintenance program. Previously named "Pooled Software".

J. PackhamCorporate NeedFIN0070

Provision software licensing for desktop tools on a 3 year life cycle replacement/upgrade program.



Capital

Purchases

Software 0 593,367 0 100,000 0 0 443,367 0 0 50,000 0 0 0

593,367 0 0 0 0 100,000 0 50,000 443,367 0 Year Total 0 0 0


Capital

Purchases

Software 0 0 0 100,000 0 0 443,367 0 0 50,000 0 593,367 0

0 0 0 0 0 100,000 0 50,000 443,367 0 Year Total 593,367 0 0


Capital

Purchases

Software 0 0 0 100,000 0 0 443,367 0 0 50,000 0 593,367 0

0 0 0 0 0 100,000 0 50,000 443,367 0 Year Total 593,367 0 0


Capital

Purchases

Software 0 0 0 4,000 0 0 24,000 0 0 2,000 0 30,000 0

0 0 0 0 0 4,000 0 2,000 24,000 0 Year Total 30,000 0 0

593,367 0 0 1,354,101 152,000 0 0 304,000 0 0 Project Total 1,216,734 0


0

Project Description

Rationale



Desktop Services

Laptop Replacement Program

Annual laptop life-cycle replacement program.


Life cycle analysis based on optimized renewal decision-making standards shows that TCO of a laptop is optimized when it is replaced after 5 years of life. Of the nine treatment options, 3 have been considered - replace after 3 years, replace

after 5 years and run to failure. Of the four known failure modes, the most imminent for desktop computers is level of service. This failure mode becomes increasingly likely in direct proportion to increases in applications, software, network

traffic and volume, all of which are inherent in increased sophistication and expectations. 75% of staff use a desktop PC to do some component of their daily work. They expect their computers to function correctly, responsibily and reliably.

Over 60 laptops are over 4 years old. These computers are more prone to failure and are less capable of delivering expected service than newer ones.



Capital

Purchases

Desktop

Computers

0 81,000 0 20,250 0 0 55,350 0 0 5,400 0 0 0

81,000 0 0 0 0 20,250 0 5,400 55,350 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

0 0 0 2,700 0 0 22,950 0 0 1,350 0 27,000 0

0 0 0 0 0 2,700 0 1,350 22,950 0 Year Total 27,000 0 0


Capital

Purchases

Desktop

Computers

0 0 0 2,700 0 0 32,400 0 0 1,350 0 36,450 0

0 0 0 0 0 2,700 0 1,350 32,400 0 Year Total 36,450 0 0


Capital

Purchases

Desktop

Computers

0 0 0 2,700 0 0 70,200 0 0 1,350 0 74,250 0

0 0 0 0 0 2,700 0 1,350 70,200 0 Year Total 74,250 0 0

81,000 0 0 180,900 9,450 0 0 28,350 0 0 Project Total 137,700 0


0

Project Description

Rationale



Desktop Services

Large Printer Replacement Program

Annual printer life-cycle replacement program.


Life cycle analysis based on optimized renewal decision-making standards shows that the total cost of ownership of a large printer is optimized when the printer is replaced after 5 years of life. Of the four known failures modes, the most

imminent for large printers is mortality. This failure mode becomes increasingly likely in direct proportion to the age of the printer. Large printers are used by over 75% of staff to produce multiple copies of lengthly documents, in a variety of

formats, colours and sizes, often for public distribution. Staff and the piblic expect these printers to function correctly, responsively and reliably.



Capital

Purchases

Desktop

Computers

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

20,000 0 0 0 0 0 0 0 20,000 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

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

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


Capital

Purchases

Desktop

Computers

0 0 0 0 0 0 60,000 0 0 0 0 60,000 0

0 0 0 0 0 0 0 0 60,000 0 Year Total 60,000 0 0

20,000 0 0 110,000 0 0 0 0 0 0 Project Total 90,000 0


0

Project Description

Rationale



Desktop Services

Mid-Size Printer Replacement Program



Life cycle analysis based on optimized renewal decision-making standards shows that the TCO of a mid size printer is optimized when replaced after 5 years of life. Of the four known failure modes, the most imminent for mid size printers is

mortality. The failure mode becomes increasingly likely in direct proportion to the age of the printer. 75% of staff use a desktop PC to do some component of their daily work, which includes printing to a shared printer. Staff expect these

printers, which are usually full-featured and midsize, to function correctly, responsively and reliably. Older printers are more likely to fail physically or be incompatible with new software and applications. In 2012 six mid size printers will be more

than 5 years old.



Capital

Purchases

Desktop

Computers

0 30,000 0 5,000 0 0 20,000 0 0 5,000 0 0 0

30,000 0 0 0 0 5,000 0 5,000 20,000 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

0 0 0 5,000 0 0 20,000 0 0 5,000 0 30,000 0

0 0 0 0 0 5,000 0 5,000 20,000 0 Year Total 30,000 0 0


Capital

Purchases

Desktop

Computers

0 0 0 5,000 0 0 80,000 0 0 5,000 0 90,000 0

0 0 0 0 0 5,000 0 5,000 80,000 0 Year Total 90,000 0 0

30,000 0 0 120,000 15,000 0 0 15,000 0 0 Project Total 120,000 0


0

Project Description

Rationale



Desktop Services

Monitor Replacement Program

Annual monitor replacement program.

J. PackhamCorporate Need1245 FIN0059

Life cycle anaylsis based on optimized renewal decision-making standards that shows that total costs of ownership of a monitor is optimized when the monitor is replaced after 5 years of life. 75% of staff use a desktop PC to do some

component of their daily work. They expect their computers to function correctly, responsively and reliably. Older monitors computers are more likely to fail physically. Over 500 monitors are more than 4 years old. Of the four known failure

modes, the most imminent for monitors is mortaily. This failure mode becomes increasingly likely in direct proportion to age. Several of the monitors in need of replacement are required in the areas of 911 dispatching and water and wastewater

SCADA monitoring.



Capital

Purchases

Desktop

Computers

22,896 0 0 2,000 0 0 20,896 0 0 0 14-11-1303-1245 26,704 0 0

0 22,896 0 0 0 2,000 0 0 20,896 0 Year Total 0 26,704 0


Capital

Purchases

Desktop

Computers

0 120,000 0 8,000 0 0 110,000 0 0 2,000 14-11-1303-1245 0 0 0

120,000 0 0 0 0 8,000 0 2,000 110,000 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

0 0 0 8,000 0 0 86,000 0 0 2,000 14-11-1303-1245 0 96,000 0

0 0 0 0 0 8,000 0 2,000 86,000 0 Year Total 96,000 0 0

120,000 22,896 0 216,896 4,000 0 0 18,000 0 0 Project Total 96,000 26,704


0

Project Description

Rationale



Desktop Services

PC Replacement Program

Annual laptop and desktop pc life-cycle replacement program.


Life cycle analysis based on optimized renewal decision-making standards shows that the total cost of ownership of PC's is optimized when the computer is replaced after 5 years of life. 75% of staff use a desktop PC's to do some component

of their daily work. Technology service expectations, and in particular those services delivered via a desktop computer, are expected to increase in the future as staff, suppliers, clients and the public become increasingly knowledgeable about

the potential capabilities of technology. Staff need to be supplied with current, capable hardware in order to meet these expectations. Not replacing these assets on the reccommended lifecycle means increasing risk of downtime, which leads to

delays in public service, legislated reporting and fiscal management. Some of the computers that need to be replaced are in mission critical areas such as 911 dispatching support and water and wastewater management.



Capital

Purchases

Desktop

Computers

0 0 0 0 0 0 0 0 0 0 14-11-1303-1246 160,000 0 0

0 0 0 0 0 0 0 0 0 0 Year Total 0 160,000 0


Capital

Purchases

Desktop

Computers

0 300,000 0 22,500 0 0 270,000 0 0 7,500 14-11-1303-1246 0 0 0

300,000 0 0 0 0 22,500 0 7,500 270,000 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

0 0 0 22,500 0 0 103,500 0 0 7,500 14-11-1303-1246 0 133,500 0

0 0 0 0 0 22,500 0 7,500 103,500 0 Year Total 133,500 0 0


Capital

Purchases

Desktop

Computers

0 0 0 22,500 0 0 105,000 0 0 7,500 14-11-1303-1246 0 135,000 0

0 0 0 0 0 22,500 0 7,500 105,000 0 Year Total 135,000 0 0


Capital

Purchases

Desktop

Computers

0 0 0 22,500 0 0 260,250 0 0 7,500 14-11-1303-1246 0 290,250 0

0 0 0 0 0 22,500 0 7,500 260,250 0 Year Total 290,250 0 0

300,000 0 0 738,750 30,000 0 0 90,000 0 0 Project Total 558,750 160,000


0

Project Description

Rationale



Desktop Services

Small Printer Replacement Program



Life cycle analysis based on optimized renewal decision-making standards shows that the TCO of a small printer is optimized when the printer is replaced after 5 years of life. 75% of staff use a desktop PC to do some component of their daily

work. Technology service expectations are expected to increase in the future as staff, suppliers, clients and the public become increasingly knowledgeable about the potential capabilities of technology. Staff need to be supplied with current,

capable hardware in order to meet these expectations. Of the four known failure modes, the most imminent for small printers is efficiency. This failure mode becomes increasingly likely in direct proportion to increases in applications, software,

network traffic and volume, all of which are inherent in increased sophistication and expectations.



Capital

Purchases

Desktop

Computers

0 39,000 0 10,000 0 0 29,000 0 0 0 0 0 0

39,000 0 0 0 0 10,000 0 0 29,000 0 Year Total 0 0 0


Capital

Purchases

Desktop

Computers

0 0 0 10,000 0 0 23,000 0 0 1,000 0 34,000 0

0 0 0 0 0 10,000 0 1,000 23,000 0 Year Total 34,000 0 0


Capital

Purchases

Desktop

Computers

0 0 0 2,000 0 0 26,000 0 0 1,000 0 29,000 0

0 0 0 0 0 2,000 0 1,000 26,000 0 Year Total 29,000 0 0

39,000 0 0 78,000 2,000 0 0 22,000 0 0 Project Total 63,000 0


0

Project Description

Rationale



Network Services

Communications Towers

This project is to provide the required infrastructure to enable radio and wireless communications for both City and Emergency Services.

F. BarbaroCorporate Need0455 FIN0042

Radio equipment in place to support both City and Emergency Services data and voice communications has a lifespan that ranges from 3 to 7 years. This is dependent on weather conditions, technology changes, and age of the equipment. In

order to maintain communications, equipment must be changed out periodically. This equipment may include radio transmission equipment, network switches located at tower sites, uninterruptible power supplies (UPS), surge suppression

equipment, lightning control devices, and other equipment required to operate our infrastructure.



Capital

Purchases

Network

Equipment

101,477 0 0 0 0 0 101,477 0 0 0 14-11-1300-0455 17,311 0 0

0 101,477 0 0 0 0 0 0 101,477 0 Year Total 0 17,311 0

0 101,477 0 101,477 0 0 0 0 0 0 Project Total 0 17,311


0

Project Description

Rationale



Network Services

Emergency Response Radio Systems Expansion - Final Solution

Implement final solution for emergency response (BFES and Barrie Police) radio communications coverage to address boundary lands and reduced coverage in pockets of City.

Frank BarbaroAdditional Capacity/Capability1153 FIN0054

The City is implementing an interim solution to provide additional coverage into the new boundary lands for Jan.1/10. A permanent solution is required to provide complete, 2-way radio coverage for emergency response and other operational

functions (e.g. by-law enforcement, roads patrol) and to repair some of the problem coverage areas with the existing radio system implementation. The final solution will utilize equipment from the interim solution to provide full penetration

coverage in the south end of Barrie (encompassing the boundary lands) and will upgrade coverage in the RVH, Georgian College, Lougheed Ravine, Lakeshore and Blake Street areas.



Capital

Purchases

Network

Equipment

1,182 0 0 0 0 0 1,182 0 0 0 14-11-1301-1153 348,818 0 0

0 1,182 0 0 0 0 0 0 1,182 0 Year Total 0 348,818 0

0 1,182 0 1,182 0 0 0 0 0 0 Project Total 0 348,818


0

Project Description

Rationale



Network Services

Enterprise Resource Planning (ERP) System

Will support decision making by purchasing technology that will connect information about municipal programs, and services. Will provide core financial functions that are consistent and accurate.

Corporate Need1252 FIN0066

The objective is to support decision making by purchasing and configuring technology that: 1. Seamlessly connects information for use by both the public and management about program cost, quality,performance and service level to provide

cmprehensive, reliable and detailed information about municipal programs and services. 2. Improves productivity, accuracy and timeliness of core financial functions by providing real-time, online transaction processing and reporting capability.

3. Ensures consistent, cmprehensive authorization limits and spending controls throughout the Corporation to ensure accountability and control of resources, and 4. Reduces or eliminates the need for manual calculations based on incomplete

data and improves decision making about program efficiency and acceptable financing plans.



Capital

Purchases

Network

Equipment

255,000 0 0 0 0 0 255,000 0 0 0 14-11-1302-1252 0 0 0

0 255,000 0 0 0 0 0 0 255,000 0 Year Total 0 0 0


Capital

Purchases

Network

Equipment

0 2,850,000 0 0 0 0 2,850,000 0 0 0 14-11-1302-1252 0 0 0

2,850,000 0 0 0 0 0 0 0 2,850,000 0 Year Total 0 0 0


Capital

Purchases

Network

Equipment

0 2,230,000 0 0 0 0 2,230,000 0 0 0 14-11-1302-1252 0 0 0

2,230,000 0 0 0 0 0 0 0 2,230,000 0 Year Total 0 0 0


Capital

Purchases

Network

Equipment

0 2,235,000 0 0 0 0 2,235,000 0 0 0 14-11-1302-1252 0 0 0

2,235,000 0 0 0 0 0 0 0 2,235,000 0 Year Total 0 0 0


Capital

Purchases

Network

Equipment

0 2,350,000 0 0 0 0 2,350,000 0 0 0 14-11-1302-1252 0 0 0

2,350,000 0 0 0 0 0 0 0 2,350,000 0 Year Total 0 0 0

9,665,000 255,000 0 9,920,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Network Services

Network Switch Replacement

Replacement of the network switching and routing equipment on a four year lifecycle to ensure maximum network uptime, and throughout.


The City of Barrie ICT department has determined that a 4 year lifecycle for the network switching infrastructure will allow for effective, efficient, and agile technology solutions to be provided to the Corporation. This lifecycle is based on industry

trends for data transmission speeds and throughput, management requirements such as the quality of service that provides allocation of bandwidth based on the type of traffic, power requirements and power management, and the lifespan of

the device. Other considerations are given to the increase in data throughout requirements for new "real time" applications such as CityWorks. By getting to a state where the entire infrastructure is managed in terms of lifecycle, we can more

accurately predict expenditure and total cost of ownership while providing for a maximum amount of up-time for the Corporation.



Capital

Purchases

Network

Equipment

48,310 0 0 0 0 0 48,310 0 0 0 14-11-1301-1243 101,690 0 0

0 48,310 0 0 0 0 0 0 48,310 0 Year Total 0 101,690 0


Capital

Purchases

Network

Equipment

0 150,000 0 0 0 0 150,000 0 0 0 14-11-1301-1243 0 0 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1243 0 150,000 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1243 0 150,000 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1243 0 150,000 0

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

150,000 48,310 0 648,310 0 0 0 0 0 0 Project Total 450,000 101,690


0

Project Description

Rationale



Network Services

Phone Switch (PBX) Replacement

The core of the City Hall PBX will need to be upgraded in order to provide support and compatibility moving forward into the next phase of IP based telephony. New phone switches for additional facilities will also need to be compatible with this

PBX.

Frank BarbaroCorporate Need1124 FIN0044

On October 14, a notice was made public that due to the sale of Nortel to Avaya, the Nortel product line would only be supported for the next 3 to 5 years during which time all Nortel users would need to migrate to the Avaya product line. As we

will be adding new facilities such as Fire 1, the satellite library, Surface Water Treatment Plant, and others, new phone switches will need to be installed.



Capital

Purchases

Telephone

System

92,913 0 0 0 0 0 92,913 0 0 0 14-11-1301-1124 57,397 0 0

0 92,913 0 0 0 0 0 0 92,913 0 Year Total 0 57,397 0

0 92,913 0 92,913 0 0 0 0 0 0 Project Total 0 57,397


0

Project Description

Rationale



Network Services

Phone Systems Renewals

This project will enable the City to maintain all phone systems across all facilities on a standardized platform, maximizing both usable life, and functionality.


The City of Barrie has a centralized phone system located at City Hall, with remote phone switches connecting major facilities. Each of these sites rely on the central switch for connection to the world., with the exception of Fire Station 1. In

addition to phone service, all voicemall for the City of Barrie is handled out of the primary data centre. Voicemail is also provided to the Barrie Police Service. The City of Barrie finds itself in a hybrid environment with new facilities being brought

on as VoIP installations, existing installations are remaining TDM, and the central phone system must be built to communicate with both types of phones and phone systems. Not doing the upgrade could put us in a position where there is no

available maintenance in the event of an issue. The ongoing maintenance costs are to cover "break/fix" issues and hardware replacement.



Capital

Purchases

Telephone

System

154,200 0 0 0 0 0 154,200 0 0 0 14-11-1301-1244 0 0 0

0 154,200 0 0 0 0 0 0 154,200 0 Year Total 0 0 0


Capital

Purchases

Telephone

System

0 150,000 0 0 0 0 150,000 0 0 0 14-11-1301-1244 0 0 0

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


Capital

Purchases

Telephone

System

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1244 0 150,000 0

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


Capital

Purchases

Telephone

System

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1244 0 150,000 0

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


Capital

Purchases

Telephone

System

0 0 0 0 0 0 150,000 0 0 0 14-11-1301-1244 0 150,000 0

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

150,000 154,200 0 754,200 0 0 0 0 0 0 Project Total 450,000 0


0

Project Description

Rationale



Network Services

Server Replacement and Virtualization Program

The growth of the Virtualized server environment will enable the replacement of future servers to be accomplished without the requirement to purchase additional hardware for each server.


The City of Barrie has over 150 servers in its environment; a mix of both physical and virtual servers. ICT now has 3 Host servers operating 98 virtual servers. The requirement going forward is for 2 additional host machines to be configured to

act as distributed and disaster recovery hosts. The current known requirement is for 4 physical servers to be installed to handle the capacity of some of our GIS and Work Order management systems. Part of the technology change will be to

implement Storage Virtualization. Storage Virtualization provides the ability to move data across multiple tiers of storage based on the type of data and the access requirements. This will allow the City to better utilize their investment in storage

by moving less critical or less accessed data to less expensive storage, while still enabling availability.



Capital

Purchases

Servers 147,391 0 0 0 0 0 147,391 0 0 0 14-11-1301-1250 152,609 0 0

0 147,391 0 0 0 0 0 0 147,391 0 Year Total 0 152,609 0


Capital

Purchases

Servers 0 300,000 0 0 0 0 300,000 0 0 0 14-11-1301-1250 0 0 0

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


Capital

Purchases

Servers 0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1250 0 300,000 0

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


Capital

Purchases

Servers 0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1250 0 300,000 0

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


Capital

Purchases

Servers 0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1250 0 300,000 0

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

300,000 147,391 0 1,347,391 0 0 0 0 0 0 Project Total 900,000 152,609


0

Project Description

Rationale



Network Services

Tower Infrastructure Replacement Program

Annual replacement or upgrading program for communications towers.


The City of Barrie currently utilizes two different radio systems from Motorola: a digital system for public safety, and an analog trunking system for other City departments such as transit and roads. The initial analog radio system was installed

in 2000 and the system is now approaching end of life and needs to be replaced. The new systems are all digital and provide with advanced functionality that can be utilized by the City to reduce application costs in various areas. The current

systems are utilized in life saving senarios for both Fire, Police, and Municipal Law Enforcement. Other uses include Transit, Roads, Recreation.



Capital

Purchases

Network

Equipment

56,292 0 0 0 0 0 56,292 0 0 0 14-11-1301-1251 243,708 0 0

0 56,292 0 0 0 0 0 0 56,292 0 Year Total 0 243,708 0


Capital

Purchases

Network

Equipment

0 300,000 0 0 0 0 300,000 0 0 0 14-11-1301-1251 0 0 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1251 0 300,000 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1251 0 300,000 0

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


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 300,000 0 0 0 14-11-1301-1251 0 300,000 0

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

300,000 56,292 0 1,256,292 0 0 0 0 0 0 Project Total 900,000 243,708


0

Project Description

Rationale



Network Services

Voice and Data Radio Communications Infrastructure Renewal

This project is to provide the required infrastructure to enable radio and wireless communications for both City and Emergency Services.

F BarbaroCorporate Need1248 FIN0062

The City of Barrie has a wireless backhaul system in place that allows for the transmission of our internal data and VoIP information to various locations around the City. The current solution has a "ring" created from for wireless connections

between facilities. The plan is to upgrade this ring over the course of 5 years to get a 6 year lifecycle on the radio devices. Currently the capacity of most links is 100Mb/sec. The cost of upgrading each link is $25,000 and increases the

availability bandwidth to 400Mb/sec. The goal is to replace 2 links per year to enable the transmission of Voice over IP telephony to certain sites arcross the City. Having the ring in place also allows for quick deployment of network

infrastructure to locations that may not be currently serviced. This will become more apparent as new facilities are built in the Southern parts of Barrie where access to Fibre networks is not currently available.



Capital

Purchases

Network

Equipment

41,645 0 0 0 0 0 41,645 0 0 0 14-11-1301-1248 58,355 0 0

0 41,645 0 0 0 0 0 0 41,645 0 Year Total 0 58,355 0


Capital

Purchases

Network

Equipment

0 80,000 0 0 0 0 80,000 0 0 0 14-11-1301-1248 0 0 0

80,000 0 0 0 0 0 0 0 80,000 0 Year Total 0 0 0


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 80,000 0 0 0 14-11-1301-1248 0 80,000 0

0 0 0 0 0 0 0 0 80,000 0 Year Total 80,000 0 0


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 80,000 0 0 0 14-11-1301-1248 0 80,000 0

0 0 0 0 0 0 0 0 80,000 0 Year Total 80,000 0 0


Capital

Purchases

Network

Equipment

0 0 0 0 0 0 80,000 0 0 0 14-11-1301-1248 0 80,000 0

0 0 0 0 0 0 0 0 80,000 0 Year Total 80,000 0 0

80,000 41,645 0 361,645 0 0 0 0 0 0 Project Total 240,000 58,355


0

Project Description

Rationale



Technology Communications Master Plan

Study in 2011 only. Implementation of technology communications master plan in 2012.


To provide the city with an inclusive and comprehensive master plan for the deployment of communications infrastructure technology, consulting costs and master plan delivered in 2011.



Capital

Purchases

I.C.T. 50,000 0 0 0 0 0 50,000 0 0 0 14-11-1301-1253 50,000 0 0

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

0 50,000 0 50,000 0 0 0 0 0 0 Project Total 0 50,000


0

Project Description

Rationale


Leisure, Transit and Facilities Department Project Report

Transit

Automated Passenger Counting Equipment

Real time automated passenger counting hardware on four (4) Barrie Transit buses.

G. KaveckasAdditional Capacity/Capability1235 TFD0210

Passenger Counting System will provide accurate information for transit planning purposes and determining transit route performance. Automated passenger counters are installed at both doors which will generate on/off passenger counts at

all stops along the route. System is linked to the real time AVL information. Installation on four (4) buses in year one and if successful expand system to a total of 16 transit buses. Information generated useful to address route performance

issues, need for transit stops, consider removing stops with low ridership, determining Route Performance and comparing to recommended standards in the Strategic Operating Plan. Accurate ridership information will enable staff to manage

system more effectively.



Capital

Purchases

L.T.F. 21,500 0 0 0 0 0 10,750 0 0 10,750 14-17-4200-1235 18,500 0 0

0 21,500 0 0 0 0 0 10,750 10,750 0 Year Total 0 18,500 0

0 21,500 0 10,750 10,750 0 0 0 0 0 Project Total 0 18,500


0

Project Description

Rationale



Transit

Fare Collection System

Replace Electronic Fare Collection System on Barrie Transit

G. KaveckasRenewal1271 TFD0169

The electronic transit fare collection system was installed in 1989, system has exceeded the design life. Typical life cycle is 18 to 20 years, Barrie system is 22 years. Parts and electronics are becoming obsolete, all component wiring and

connections are brittle, braking resulting in numerous in-service failures. Currently collect $2.5 million in cash fares annually. Electronic boxes validate passenger fares and ensures fare compliance and minimizes fare disputes between driver

and passengers, very little opportunity for fare evasion. System provides cash security and provides audit reports. System failure results in fares not being collected and revenues not being secure. Payback less than 5 years based on typical

fare evasion of approximately 8%. The gross cost is $945,000, Ontario Gas Tax funding of $472,500, Net cost $472,500.



Capital

Purchases

L.T.F. 935,000 0 0 0 0 0 467,500 0 0 467,500 14-17-4200-1271 10,000 0 0

0 935,000 0 0 0 0 0 467,500 467,500 0 Year Total 0 10,000 0

0 935,000 0 467,500 467,500 0 0 0 0 0 Project Total 0 10,000


0

Project Description

Rationale


Operations Department Project Report

Environmental Operations

Commodities Storage Facility

Supply & installation of fabric covered storage building to provide permanent protection for the proper storage of residential recycling containers (blue/gray boxes and green bins) home composters, public space bins and recovered materials for

diversion.

S. CoulterRenewalOPR0009

Three temporary storage structures collapsed due to wind damage and the structures were removed for health and safety reasons. Commodities currently stacked outdoors and inventoried materials collect water. This raises the stack’s centre

of gravity and creates dangerous material handling situations. Current outdoor storage also provides lodging for local wildlife and materials are contaminated with animal wastes and unsuitable for use by the public. A covered storage area will

eliminate material handling challenges caused by weather and reduce the hazards associated with material handling. Landfill Certificate of Approval has been amended to permit the installation of a fabric covered storage building.



Const - Year 1Landfill 0 60,000 0 0 0 0 60,000 0 0 0 0 0 0

60,000 0 0 0 0 0 0 0 60,000 0 Year Total 0 0 0

60,000 0 0 60,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




COMRIF Intake 2

Relocation of compost pad, purchase of front end loader and compost turner and construction of environmental education pavillon.

S. CoulterAdditional Capacity/Capability0535

Project funded 1/3 province, 1/3 federal, 1/3 municipal. Completion of project.



Const - Year 4Landfill 15,478 0 0 0 0 0 15,478 0 0 0 14-16-2725-0535 0 0 0

0 15,478 0 0 0 0 0 0 15,478 0 Year Total 0 0 0

0 15,478 0 15,478 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Landfill Monitoring Wells, Purge Wells and Stream Gauges

Installation of new groundwater monitoring, gas, purge wells and stream gauges on and around the landfill property.

S. CoulterLegislated Requirement1006 OPR0056

The landfill Certificate of Approval A250101 obligates the City of Barrie to monitor and report on groundwater, surface water and landfill gas conditions. Additional monitoring wells are required each year to monitor the migration of impacted

groundwater to ensure compliance with the Ministry of the Environment Reasonable Use Criteria is maintained at the property boundary.



Const - Year 4Landfill 51,911 0 0 0 0 0 29,143 0 0 0 14-18-2725-1006 6,599 0 22,768

0 51,911 0 0 0 0 0 0 29,143 0 Year Total 0 6,599 22,768


Const - Year 5Landfill 0 25,000 0 0 0 0 25,000 0 0 0 14-18-2725-1006 0 0 0

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


Const - Year 6Landfill 0 0 0 0 0 0 25,000 0 0 0 14-18-2725-1006 0 25,000 0

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



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



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

25,000 51,911 0 254,143 0 0 0 0 0 0 Project Total 200,000 6,599


22,768

Project Description

Rationale




Landfill Gas Collection

Install gas collection system during landfill re-engineering.

S. CoulterLegislated Requirement1101

Changes to Ontario Regulation 347 General Waste Managment and Ontario Regulation 232/98 Landfilling Sites requires landfills with lifetime volume capacities greater than 1.5 million cubic metres to install, maintain and operate gas collection

systems. (Funding rec'd from Province for 2/3 of expenses up to $1,409,898 over 3 years)



Const - Year 3Landfill 0 0 0 0 0 0 0 0 0 0 14-16-2530-1101 1,489,098 0 0

0 0 0 0 0 0 0 0 0 0 Year Total 0 1,489,098 0


Const - Year 4Landfill 0 371,092 0 0 0 0 0 371,092 0 0 14-16-2530-1101 0 0 0

371,092 0 0 0 0 0 0 0 0 371,092 Year Total 0 0 0


Const - Year 5Landfill 0 0 0 0 0 0 0 583,080 0 0 14-16-2530-1101 0 583,080 0

0 0 0 0 0 0 0 0 0 583,080 Year Total 583,080 0 0



0 0 0 0 0 0 0 0 0 433,000 Year Total 433,000 0 0



0 0 0 0 0 0 0 0 0 741,000 Year Total 741,000 0 0

371,092 0 2,128,172 0 0 0 0 0 0 0 Project Total 1,757,080 1,489,098


0

Project Description

Rationale




Landfill Reengineering

Reclaim of existing landfill and install liner/underdrain system for long term groundwater protection

Sandy CoulterLegislated Requirement0559 OPR0034

Compliance, reduce groundwater impacts to maintain boundary compliance, increase site life by 7 years.



Const - Year 3Landfill 2,439,658 0 0 0 157,843 0 0 1,464,522 0 0 14-16-2530-0559 3,378,684 0 817,293

0 2,439,658 0 0 157,843 0 0 0 0 1,464,522 Year Total 0 3,378,684 817,293


Const - Year 4Landfill 0 5,722,275 0 0 0 0 0 5,722,275 0 0 14-16-2530-0559 0 0 0

5,722,275 0 0 0 0 0 0 0 0 5,722,275 Year Total 0 0 0


Const - Year 5Landfill 0 0 0 0 0 0 0 7,100,000 0 0 14-16-2530-0559 0 7,100,000 0

0 0 0 0 0 0 0 0 0 7,100,000 Year Total 7,100,000 0 0



0 0 0 0 0 0 0 0 0 6,400,000 Year Total 6,400,000 0 0



0 0 0 0 0 0 0 0 0 5,500,000 Year Total 5,500,000 0 0

5,722,275 2,439,658 26,186,797 0 0 0 0 0 157,843 0 Project Total 19,000,000 3,378,684


817,293

Project Description

Rationale




Landfill Weigh Scales

Replace weigh scales at landfill.

RenewalOPR0446

Landfill Certificate of Approval (C of A) #A250101 Section 14 - requires all material to be weighed. The Canadian Weights and Measures Act requires the use to an approved measuring device to impose monetary charges. The existing scales

were installed in 2003 and have a life expectancy of 10 years. Approximately $21,000 is spent annual on replacement parts; the capital investment would result in maintenance savings. The accuracy of the weight scales is critical for the

statistical data that this generated for Waste Diversion Ontario funding and annual Ministry of the Environment reporting C of A A250101 Section 55. The revenue implications of service interruptions as a result of weight scale malfunction will

subsequently be reduced. In the event of a complete weight scale failure the Landfill Site would have to be closed until the necessary repairs were completed.



Capital

Purchases

Landfill 0 10,000 0 0 0 0 10,000 0 0 0 0 0 0

10,000 0 0 0 0 0 0 0 10,000 0 Year Total 0 0 0


Capital

Purchases

Landfill 0 0 0 0 0 0 175,000 0 0 0 0 175,000 0

0 0 0 0 0 0 0 0 175,000 0 Year Total 175,000 0 0

10,000 0 0 185,000 0 0 0 0 0 0 Project Total 175,000 0


0

Project Description

Rationale




TCE Groundwater Monitoring Wells

Installation of shallow and deep nested groundwater observation wells to monitor the quality of groundwater associated with City of Barrie Water Wells

S. CoulterLegislated Requirement0650 OPR0067

Compliance, TCE monitoring and tracking ordered by MOE. Monitoring initially required by Provincial Officer's Order to monitor groundwater quality resulting from TCE contamination in the Tiffin Street area. Municipal drinking water systems

are governed by Ontario Regulation 188/07 "Licensing of Municipal Drinking Water System Regulation" which requires municipalities to develop Operational Plans that incorporate the MOE Drinking Water Quality Management Standard

(DWQMS). Water Operations has developed the Plan and groundwater monitoring has been identified as a component of the DWQMS. The monitoring component of the work is included in the operating budget portion of the business plan,

however the installation of the wells is a capital item.



Capital

Purchases

Environmental

Operations

155,930 0 0 155,930 0 0 0 0 0 0 14-18-2705-0650 404 0 0

0 155,930 0 0 0 155,930 0 0 0 0 Year Total 0 404 0


Capital

Purchases

Environmental

Operations

0 30,000 0 30,000 0 0 0 0 0 0 14-18-2705-0650 0 0 0

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


Capital

Purchases

Environmental

Operations

0 0 0 20,000 0 0 0 0 0 0 14-18-2705-0650 0 20,000 0

0 0 0 0 0 20,000 0 0 0 0 Year Total 20,000 0 0


Capital

Purchases

Environmental

Operations

0 0 0 20,000 0 0 0 0 0 0 14-18-2705-0650 0 20,000 0

0 0 0 0 0 20,000 0 0 0 0 Year Total 20,000 0 0


Capital

Purchases

Environmental

Operations

0 0 0 30,000 0 0 0 0 0 0 14-18-2705-0650 0 30,000 0

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

30,000 155,930 0 0 0 0 0 255,930 0 0 Project Total 70,000 404


0

Project Description

Rationale




Waste Receiving - Roll-off bins, containers and fixtures

Supply new 40 yd and 20 yd roll-off bins, containers and fixtures.

S. CoulterRenewal1258 OPR0125

Roll-off bins are used to transfer waste within the landfill site and off-site. Customers visiting the landfill are directed to the waste segregation area for waste diversion and disposal opportunities. The waste segregation area uses roll-off bins that

were purchased in 2003 and these bins are reaching end of life. Several bins have been removed from service which reduces the available waste transfer capacity and the level of service to customers by increased waiting times. Replacement

program designed to renew 4 bins per year on a 10 year cycle. Current annual costs of $12,000 for structural repairs to bins to ensure compliance with Ministry of Transportation Standards, during off site transfer.



Capital

Purchases

Containers 0 0 0 0 0 0 0 0 0 0 14-18-2730-1258 30,000 0 0

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


Capital

Purchases

Containers 0 35,000 0 0 0 0 35,000 0 0 0 14-18-2730-1258 0 0 0

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


Capital

Purchases

Containers 0 0 0 0 0 0 35,000 0 0 0 14-18-2730-1258 0 35,000 0

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


Capital

Purchases

Containers 0 0 0 0 0 0 35,000 0 0 0 14-18-2730-1258 0 35,000 0

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

35,000 0 0 105,000 0 0 0 0 0 0 Project Total 70,000 30,000


0

Project Description

Rationale



Water Operations

PRV & Chambers Condition Assessment & Strategic Investment Plan

PRV and chambers condition assessment and strategic investment plan.

S. BrunetRenewalOPR0644

The pressure reducing valve chambers are an integral component of the water supply system. These chambers are below grade and typically within the road paved surface. Each unit is comprosed of a buried concrete chamber, two

mechanical valves, and pipework. The PRV function assists in reducing pressure spikes in closed zones and increase the fire supply to minimize damage to residential plumbing and structures. In addition, the PRV's supply water from one

zone to another. Several of the smaller zones typically utilize two PRV's for water supply, however some have gone to only one PRV. If the single unit fails, this potentially means no water for domestic and fire fighting. These particular PRV's

become high risk since they are critical.




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



DesignWatermain 0 0 0 50,000 0 0 0 0 0 0 0 50,000 0

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



DesignWatermain 0 0 0 50,000 0 0 0 0 0 0 0 50,000 0

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



0 0 0 0 0 250,000 0 0 0 0 Year Total 250,000 0 0

100,000 0 0 0 0 0 0 950,000 0 0 Project Total 850,000 0


0

Project Description

Rationale



Wastewater Operations

12" Portable Pump/Piping

Purchase a 12" Portable Pump and Piping for emergencies.

D. QuennevilleAdditional Capacity/CapabilityOPR0438

This pump will be used to bypass various processes within the plant and at pump stations if required due to pump failure or maintenance. This will prevent us from having a spill or an adverse affect to the environment. Adverse effects include

raw sewage spills with a detrimental effect to the environment.



Capital

Purchases

WPCC 0 150,000 0 150,000 0 0 0 0 0 0 0 0 0

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

150,000 0 0 0 0 0 0 150,000 0 0 Project Total 0 0


0

Project Description

Rationale




Aeration Mixer Power

Aeration Mixer Power delivery renewal.

D. QuennevilleRenewalOPR0599

Existing Process contains 9 Aeration Mixers - all 9 mixers need a power source delivery upgrade. Reduction of the number of Mixers operating will have a negative impact on the absorption of oxygen into the process.



Capital

Purchases

WPCC 0 40,000 0 40,000 0 0 0 0 0 0 0 0 0

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

40,000 0 0 0 0 0 0 40,000 0 0 Project Total 0 0


0

Project Description

Rationale




BSF - Storage Tanks Replacement of Mixers

BSF - Storage tanks replacement of mixers.

D QuennevilleRenewalOPR0622

Biosolids storage tank mixers were previously identified in a Condition Assessment prepared by CH2M Hill as required to be replaced as they have reached their end-of-life. Originally these mixers were to be replaced as part of the new tank

construction with the new technology that was proposed. However, the replacement was deferred to evaluate the new technology prior to committing to the retrofit.



Pre-DesignBiosolids/Stora

ge

0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

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


Const - Year 1Biosolids/Stora

ge

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

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


Const - Year 2Biosolids/Stora

ge

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

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

50,000 0 0 0 0 0 0 2,050,000 0 0 Project Total 2,000,000 0


0

Project Description

Rationale




Corealis Meter (2)

1 ea WAS and TWAS Corealis meter.

D. QuennevilleAdditional Capacity/Capability1225 OPR0439

Meters will allow better control of WAS/TWAS system.



Capital

Purchases

WPCC 19,604 0 0 19,604 0 0 0 0 0 0 14-18-2782-1225 30,396 0 0

0 19,604 0 0 0 19,604 0 0 0 0 Year Total 0 30,396 0

0 19,604 0 0 0 0 0 19,604 0 0 Project Total 0 30,396


0

Project Description

Rationale




Grounding Study and Works - WPCC Facility

Grounding study and works within the WPCC Facility

E Blom / G KingAdditional Capacity/Capability1022 OPR0266

Helps protect the City of Barrie's investment in the SCADA, PLC and electronic equipment. Isolates sensitive equipment from power surges. Makes sure that the WPCC stays in compliance.



Const - Year 2WPCC 82,783 0 0 82,783 0 0 0 0 0 0 14-18-2782-1022 17,166 0 0

0 82,783 0 0 0 82,783 0 0 0 0 Year Total 0 17,166 0

0 82,783 0 0 0 0 0 82,783 0 0 Project Total 0 17,166


0

Project Description

Rationale




High Purity Oxygen Supply Study

Oxygen supply study.


Study to determine if a larger 2nd Oxygen tank is required. More oxygen storage required in case of failure of existing supply. Lack of oxygen supply to process creates an non-compliance scenario. Staff is currently trying different methods to

minimize ice build-up, however this will not resolve the issue.



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

20,000 0 0 0 0 20,000 0 0 0 0 Year Total 0 0 0


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

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

20,000 0 0 0 0 0 0 95,000 0 0 Project Total 75,000 0


0

Project Description

Rationale




Influent Building Ventilation Study

Study air quality and ventilation issues in Influent Building

E Blom / G KingAdditional Capacity/Capability1061 OPR0441

Air quality in this building has been tested and investigated by Human Resources, and is a health and safety concern. There is also much wear and tear on electrical equipment and a buildup of grease and dust due to inadequate ventilation.



Const - Year 1WPCC 73,943 0 0 73,943 0 0 0 0 0 0 14-18-2782-1061 19,306 0 0

0 73,943 0 0 0 73,943 0 0 0 0 Year Total 0 19,306 0

0 73,943 0 0 0 0 0 73,943 0 0 Project Total 0 19,306


0

Project Description

Rationale




Inlet Works Screen Installations

Inlet works screen installations.


The work is necessary to implement a solution to ensure a proper hydraulic balancing for the treatment of wastewater, to extend the lifecycle of major equipment and to reduce internal overflow/by-pass conditions. There are generally two

methods to protect the critical raw sewage pumps from any large debris which for example, is typically wood, plastics or clothing. The methods are: Size reduction (by grinders); and Removal (by screening).



Const - Year 1WPCC 0 3,000,000 0 3,000,000 0 0 0 0 0 0 0 0 0

3,000,000 0 0 0 0 3,000,000 0 0 0 0 Year Total 0 0 0


Const - Year 2WPCC 0 2,500,000 0 2,500,000 0 0 0 0 0 0 0 0 0

2,500,000 0 0 0 0 2,500,000 0 0 0 0 Year Total 0 0 0


Const - Year 3WPCC 0 500,000 0 500,000 0 0 0 0 0 0 0 0 0

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

6,000,000 0 0 0 0 0 0 6,000,000 0 0 Project Total 0 0


0

Project Description

Rationale




Lagoon Overflows and Interconnecting Piping Feasibility Study

Installation of system to control overflow.


The Biosolids Storage facility has three lagoons that were purchased, as is, to allow temporary storage of supernatant and biosolids, prior to transport to the WPCC and land application, respectively. It is the intent of the City to investigate the

potential of these lagoons to be hydraulic connected to allow the supernatant and/or biosolids to overflow into eachothers area. The way that the lagoons are currently constructed is that they would overflow into the adjacent wetlands and/or

farmers fields.



Pre-DesignWPCC 0 25,000 0 25,000 0 0 0 0 0 0 0 0 0

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


DesignWPCC 0 0 0 50,000 0 0 0 0 0 0 0 50,000 0

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


Const - Year 1WPCC 0 0 0 500,000 0 0 0 0 0 0 0 500,000 0

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

25,000 0 0 0 0 0 0 575,000 0 0 Project Total 550,000 0


0

Project Description

Rationale




PLC/Scada/Communications/Grounding Upgrade Tyndale PS

Upgrade to Tyndale Park pumping Station involving Communications/PLC/Scada/Grounding to WPCC

E BlomAdditional Capacity/Capability9008 OPR0109

Upgrade and improve reliability of equipment and implement wireless communications as per City standard. This was a new station not compliant with the new Design Build Scada upgrade standard.



Const - Year 1WPCC 40,000 0 0 40,000 0 0 0 0 0 0 14-18-2781-9008 0 0 0

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

0 40,000 0 0 0 0 0 40,000 0 0 Project Total 0 0


0

Project Description

Rationale




Polymer System Upgrade

Polymer System Upgrade

E Blom / G KingRenewal1015 OPR0168

To improve efficiency of Sludge Thickening operation, reduce Maintenance and Operations of the present 2 part system to simplified single component system.



Const - Year 1WPCC 45,239 0 0 45,239 0 0 0 0 0 0 14-18-2782-1015 22,501 0 0

0 45,239 0 0 0 45,239 0 0 0 0 Year Total 0 22,501 0

0 45,239 0 0 0 0 0 45,239 0 0 Project Total 0 22,501


0

Project Description

Rationale




Process Instrumentation

Increased process instrumentation monitoring (Compliance).

D. QuennevilleLegislated Requirement1254 OPR0272

Ongoing upgrades and replacements. Delay caused by constructor issues.



Capital

Purchases

WPCC 40,000 0 0 40,000 0 0 0 0 0 0 14-18-2762-1254 45,000 0 0

0 40,000 0 0 0 40,000 0 0 0 0 Year Total 0 45,000 0


Capital

Purchases

WPCC 0 50,000 0 50,000 0 0 0 0 0 0 14-18-2762-1254 0 0 0

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

50,000 40,000 0 0 0 0 0 90,000 0 0 Project Total 0 45,000


0

Project Description

Rationale




Process/Hydraulic Modeling Program

Process Modeling program(software) to model plant processes.


Used to model various scenarios such as process upsets, major flows, control strategies, modifications, etc to better protect the environment and the plant. Also used as a training tool. Able to see affects of taking processes offline for

maintenance to better prepare.



Capital

Purchases

WPCC 0 100,000 0 100,000 0 0 0 0 0 0 0 0 0

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

100,000 0 0 0 0 0 0 100,000 0 0 Project Total 0 0


0

Project Description

Rationale




PS Flowmeters

Pump Station Flowmeters


Purchase and Install Flowmeters at various Pump Stations to better monitor conditions and monitor emergency high flows, etc. Carried over from prior years.



Const - Year 1WPCC 20,000 0 0 20,000 0 0 0 0 0 0 14-18-2781-1223 10,000 0 0

0 20,000 0 0 0 20,000 0 0 0 0 Year Total 0 10,000 0

0 20,000 0 0 0 0 0 20,000 0 0 Project Total 0 10,000


0

Project Description

Rationale




PS New Generators at 2 Stations

New generator in Holly and Minets.


Need to be able to run 2 pumps at stations, 1 station diesel out of lifespan, other diesel too small. Makes sure that spills and flooding of basements does not occur. Study and recommendations complete. Meets with Council's Strategic Priorities

(Position Barrie at Forefront of Environmental Issues).



Const - Year 1WPCC 119,587 0 0 119,587 0 0 0 0 0 0 14-18-2781-1010 18,085 0 0

0 119,587 0 0 0 119,587 0 0 0 0 Year Total 0 18,085 0

0 119,587 0 0 0 0 0 119,587 0 0 Project Total 0 18,085


0

Project Description

Rationale




Raw Sewage Pump #3

Raw Sewage Pump (complete unit).


The Raw Sewage Pump #3 was originally installed during the 1988 expansion project. Pump #3 failed in 2008 and was rebuilt and put back into service the same year. Since 2008 there have been 4 incidences of pump/motor malfunction for

this Raw Sewage pump. The pump's suggested life span, according to AMS, is 25 years. In 2012 the pump will be 25 years old. Raw Sewage pump #3 contributes 1/6th of the raw sewage pumping capacity at the treatment plant and with the

expected increase in flows, this pump will be required to load share a higher volume of raw sewage.



Capital

Purchases

WPCC 0 250,000 0 250,000 0 0 0 0 0 0 0 0 0

250,000 0 0 0 0 250,000 0 0 0 0 Year Total 0 0 0

250,000 0 0 0 0 0 0 250,000 0 0 Project Total 0 0


0

Project Description

Rationale




Raw Sludge Pump

Raw Sludge Pump.


The current raw sludge pumps for primary clarifiers #1 and #2 (3 pumps) are approximately 23 years old and are controlled manually which require frequent speed adjustments to optimize sludge pumping rates. Automatically adjusting pumping

rates with new VFD controlled pumps and a sludge density meter will optimize and reduce the total raw sludge pumped to the digester for treatment and ultimately sludge (Biosolids) volumes requiring utilization. This will improve biosolids

treatment (digestion) and significantly reduce the haulage cost by approximately $136,000 annually based on an estimated volume reduction of approximately 14,000m3 per year.



Capital

Purchases

WPCC 0 135,000 0 135,000 0 0 0 0 0 0 0 0 0

135,000 0 0 0 0 135,000 0 0 0 0 Year Total 0 0 0

135,000 0 0 0 0 0 0 135,000 0 0 Project Total 0 0


0

Project Description

Rationale




Return Activated Sludge Piping Replacement and Retrofit

Piping and valve replacement


As part of the 76MLD expansion, there was work required on the Return Activated Sludge Piping. It was found that the pipe had deteriorated and had begun to leak. During the review of the deficient pipework in this area, it was proposed that

when the piping and valves are eventually replaced that the valves be automated to increase efficiencies.



Const - Year 1WPCC 0 250,000 0 250,000 0 0 0 0 0 0 0 0 0

250,000 0 0 0 0 250,000 0 0 0 0 Year Total 0 0 0


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

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

300,000 0 0 0 0 0 0 300,000 0 0 Project Total 0 0


0

Project Description

Rationale




Secondary Scum

Secondary scum to digester/holding tank Transfer (study)/Works.


Relocate from Ellen Street line to digesters for process performance improvement, reduce foaming problem caused by scum recirculation. Scum will now receive additional treatment and be removed from the process.



Const - Year 1WPCC 23,301 0 0 23,301 0 0 0 0 0 0 14-18-2782-1023 26,699 0 0

0 23,301 0 0 0 23,301 0 0 0 0 Year Total 0 26,699 0

0 23,301 0 0 0 0 0 23,301 0 0 Project Total 0 26,699


0

Project Description

Rationale




Storage Mezzanine

Storage Mezzanine - Maintenance Garage.


Create storage area for stores and inventory.



Capital

Purchases

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

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

35,000 0 0 0 0 0 0 35,000 0 0 Project Total 0 0


0

Project Description

Rationale




Structural Repair for Aerobic Reactor Tanks # 1 and 2

Structural repair for aerobic reactor tanks #1 and 2.


As part of the 76MLD Expansion contract it was required to retrofit equipment in various existing tanks, which occurred from 2009 to 2011. While the tanks were empty a Condition Assessment was undertaken utilizing standard testing

techniques and protocols. The Aerobic Reactor Tanks Nos 1 and 2 treat solids that are aggressive in nature and are a critical part of the wastewater treatment process. The tanks were cleaned out and then retrofitted/reconfigured with new

equipment as part of the 76MLD expansion project. With the tanks empty, a 2010 structural assessment found that the roof slab had severely deteriorated to, in some places, the reinforcing steel.



DesignWPCC 0 25,000 0 25,000 0 0 0 0 0 0 0 0 0

Const - Year 1WPCC 0 200,000 0 200,000 0 0 0 0 0 0 0 0 0

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

225,000 0 0 0 0 0 0 225,000 0 0 Project Total 0 0


0

Project Description

Rationale




Structural Repair for RBC Influent Channels

Structural repair for RBC influent channels.


The influent channels convey liquid flow to the Rotating Biological Contactors, reduce ammonia and phosphorus to Kempenfelt Bay and are a critical part of the wastewater treatment process. The channel was cleaned out and then

retrofitted/reconfigured with new equipment as part of the 76MLD Expansion project. With the tanks empty, a 2009 structural assessment found that the channels concrete walls had 3-5mm soft concrete present. Due to solid build up and flows,

the channel bottom could not be visually inspected however it is expected that the bottom will be in the same condition as the walls.



Const - Year 1WPCC 0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

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

50,000 0 0 0 0 0 0 50,000 0 0 Project Total 0 0


0

Project Description

Rationale




Structural Repair of Filters Tank # 1 & 2 Weirs

Structural repair of filters tanks # 1 and 2 weirs.


The filter tanks nos. 1 and 2 provide final removal of fine particles of the wastewater prior to be conveyed to the Ultra Violet disinfection process and is a critical part of the waterwater treatment process. When the tank was cleaned out a

structural assessment found that the weir walls had 3-5mm of soft concrete present on the walls.



Const - Year 1WPCC 0 100,000 0 100,000 0 0 0 0 0 0 0 0 0

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

100,000 0 0 0 0 0 0 100,000 0 0 Project Total 0 0


0

Project Description

Rationale




Structural repair of Tanks for Secondary Clarifier 4

Structural repair of tanks for secondary clarifier 4.


The secondary clarifier tank 4 separates liquids from solids and is a critical part of the wastewater treatment process. The tank was cleaned out and then retrofirred/reconfigured with new equipment as part of the 76MLD expansion project in

2008. With the tank empty, a structural assessment found the concrete troughs were spilling and 3-5mm of soft concrete was present on the walls.



DesignWPCC 0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

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


Const - Year 1WPCC 0 0 0 400,000 0 0 0 0 0 0 0 400,000 0

0 0 0 0 0 400,000 0 0 0 0 Year Total 400,000 0 0

50,000 0 0 0 0 0 0 450,000 0 0 Project Total 400,000 0


0

Project Description

Rationale




UV Disinfection Ventilation

UV Disinfection - Installation of the Ventilation in the UV channels - CH2M Hill recommendations for Pre-76MLD

E Blom / G KingRenewal1019 OPR0188

Proper ventilation needs to be provided to ensure protection for the worker due to chemicals used in process of cleaning UV bulbs. Health and safety issue.



Const - Year 2WPCC 21,981 0 0 21,981 0 0 0 0 0 0 14-18-2782-1019 8,019 0 0

0 21,981 0 0 0 21,981 0 0 0 0 Year Total 0 8,019 0

0 21,981 0 0 0 0 0 21,981 0 0 Project Total 0 8,019


0

Project Description

Rationale




Wastewater - Automatic Valves and Flowmetres

Automatic valves and flowmetres for WPCC.


Several process areas within the Treatment plant are operating with automatic valves and Flowmeters which are older than the expected useful life as per PSAB/AMS. The process relies on the proper operation and response by the valves and

Flowmeters to maintain the treatment plant compliance.



Capital

Purchases

WPCC 0 734,000 0 734,000 0 0 0 0 0 0 0 0 0

734,000 0 0 0 0 734,000 0 0 0 0 Year Total 0 0 0


Capital

Purchases

WPCC 0 0 0 50,000 0 0 0 0 0 0 0 50,000 0

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

734,000 0 0 0 0 0 0 784,000 0 0 Project Total 50,000 0


0

Project Description

Rationale




Wastewater - Tertiary Filter PLC Replacement

Programmable Logic Controllers


Renewal of existing Programmable Log Controllers for the Tertiary Filters bridges to communicate with the wireless network and feedback Filter bed and bridge data to SCADA. Further steps to improve the feedback loop between processess

within the Treatment plant.



Capital

Purchases

WPCC 0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

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

50,000 0 0 0 0 0 0 50,000 0 0 Project Total 0 0


0

Project Description

Rationale




Wastewater - Treatment Facility Security Monitoring & Gates WPCC

Treatment facility security monitoring and gates (WPCC).


To increase the level of security at the Wastewater treatment facility and the Bio Solids facility through the addition of automatic security gates. The security at the Wastewater Treatment facility has been a deficiency since inception. The

treatment plant is located in a high traffic (vehicular and foot) creating the potential for the general public to enter the site without authorization. The risk is high because of the the treatment process and also the public's health and safety.



Capital

Purchases

WPCC 0 100,000 0 100,000 0 0 0 0 0 0 0 0 0

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

100,000 0 0 0 0 0 0 100,000 0 0 Project Total 0 0


0

Project Description

Rationale




Wastewater - UNOX Gates

UNOX gates at WPCC.


The Wastewater treatment plant has five UNOX tanks with three of the five requiring the renewal gates. UNOX tanks ensure the dissolved oxygen in the wastwater is adequate. A gate which cannot properly control the amount of wastewater

flowing out of the tank will potentially increase the requirement for oxygen thus increasing operating costs. Improper DO levels also have a negative impact on the post processes with the potential for non-compliance of the effluent water

leaving the Treatment Plant.



Capital

Purchases

WPCC 0 150,000 0 150,000 0 0 0 0 0 0 0 0 0

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


Capital

Purchases

WPCC 0 0 0 150,000 0 0 0 0 0 0 0 150,000 0

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


Capital

Purchases

WPCC 0 0 0 150,000 0 0 0 0 0 0 0 150,000 0

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

150,000 0 0 0 0 0 0 450,000 0 0 Project Total 300,000 0


0

Project Description

Rationale




WPCC - Master Space Plan and Sequencing Strategy

Sequencing and space requirements for several projects due to proximity.


Due to the space requirements for various components a planning exercise has to be undertaken to determine logical sequence of construction. There is approximately $60,000,000 in potential projects that will be coordinated. It would be

prudent for the City to undertake study to ensure best value by efficiently timing and sequencing the future needs of the WPCC.



Pre-DesignWPCC 0 300,000 0 300,000 0 0 0 0 0 0 0 0 0

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

300,000 0 0 0 0 0 0 300,000 0 0 Project Total 0 0


0

Project Description

Rationale



Leisure & Facilities

56 Mulcaster - Interior Renovations

Interior renovations to facilitate the relocation of City staff to this location following the move of POA Barrie & MLPS staff

D. BurtonRenewal1072

Condition - Existing facility layout is inefficient and inflexible and will not support the relocation of business units from City Hall without interior alterations. Minor alterations to finishes in 2010 in the value of approximaltey $50,000 exlcusive of

furnishings were completed. Planned activity is a complete renovation of the interior spaces including new M & E distribution, partitions, finishes, communcations, etc. to make the space comparable to recent interior standards for the City.

Consequence - Maintain inadequate and unsupportive work space risking reduced productivity and service level. Strategic Priority - Fiscal Responsibility.



DesignAdministration 120,632 0 0 0 0 0 120,632 0 0 0 14-17-3302-1072 70,000 0 0

0 120,632 0 0 0 0 0 0 120,632 0 Year Total 0 70,000 0

0 120,632 0 120,632 0 0 0 0 0 0 Project Total 0 70,000


0

Project Description

Rationale




Allandale Rec. Centre - Big Red Air Exchanger

Big red air exchanger.

W. LeblancRenewalTFD0217

System has reached the end of it's life cycle. Replacing the heaters with a forced air HVAC unit will allow for better flexibility in producing ice , and keep spectators and patrons comfortable. Not replacing will result in more frequent break

downs, difficulty in finding parts, dismantling units as the parts become obsolete. The current inefficient system will continue to be used and patrons will continue to complain about the temperature in the red rink.



Capital

Purchases

Recreation 0 255,000 0 0 0 0 255,000 0 0 0 0 0 0

255,000 0 0 0 0 0 0 0 255,000 0 Year Total 0 0 0

255,000 0 0 255,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Allandale Rec. Centre - Plumbing Upgrade

Plumbing and Mechanical Upgrade.


A recent grant enabled an energy audit to be conducted by MCW in May 2009, the recommendations from this audit have further justified the need from the mechanical/plumbing upgrades. The MCW report indicates that converting the facility

to all the recommended upgrades could save the facility approximately $8,000 annually. The funding requested is to upgrade the balance of the facility. There will also be additional benefits of service levels and accessibility improvement.



Capital

Purchases

Recreation 0 50,000 0 0 0 0 50,000 0 0 0 0 0 0

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

50,000 0 0 50,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Allandale Rec. Centre - Red - Refrigeration System Modifications

Red arena refrigeration system modernization - includes replacement of under floor heat exchanger, compressors 2 &3, chiller, condenser, & super deheater

W. LeblancRenewal1261 TFD0125

Condition - System does not meet acceptable standards or best practices. All components of the system are identified as past their useful life. Consequence - High risk of critical failure in the system and the risk for severe injury or loss of life

from pressure vessel (i.e. chiller). Bi & I, the Corporation's insurer for pressure vessels, will not insure Corporation due to condition of pressure vessel. Risk of loss of significant revenue and public trust if insurance is removed requiring the

corporation to assume the risk of operating the equipment or eliminating ice in the red area.



DesignRecreation 245,000 0 0 0 0 0 245,000 0 0 0 14-17-3351-1261 15,000 0 0

0 245,000 0 0 0 0 0 0 245,000 0 Year Total 0 15,000 0

0 245,000 0 245,000 0 0 0 0 0 0 Project Total 0 15,000


0

Project Description

Rationale




Allandale Rec. Centre - Red Arena - Roof Section A2

Replace Roof Section A2 in Red Arena.


A 2007 roof assessment report recommended as one option the roof be restored in 2009 to extend the useful life by an additional 10-15 years. Staff preferred the alternative to undertake the complete replacement to upgrade the insulation at

the same time due to the age and localized deterioration of the insulation due to moisture infiltration. Given the year round nature of this arena, the need to have a high and effective insulating layer is very important to manage the energy

required to maintain the ice surface in the summer months. Additional insulation value is planned to further minimize the impact on the ice of outside temperatures to the degree it does presently.



Const - Year 1Recreation 0 285,000 0 0 0 0 285,000 0 0 0 0 0 0

285,000 0 0 0 0 0 0 0 285,000 0 Year Total 0 0 0

285,000 0 0 285,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Allandale Rec. Centre - Replace B-MU 2 Change Rooms

Replace B-MU 2 Change Rooms


The unit operates at a marginal level with a higher than normal rate of breakdown and a higher than normal cost for continued maintenance and repair. It currently only provides heat and therefore does not provide the same level of service to

the area it is designed for now that the remaining 80% of the facility is air conditioned. The inconsistent cooling in the facility has led to customer dissatisfaction in the summer season due to the high temperatures as a result of the required

intake of fresh air for air circulation that is not tempered. ERIE (energy management) funding application will be submitted following approval of project.



Capital

Purchases

Recreation 0 51,000 0 0 0 0 51,000 0 0 0 0 0 0

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

51,000 0 0 51,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Allandale Rec. Centre - Replace Sections C1 & A1 (Pool roof)

Allandale Recreation Centre - Replace sections C1 & A1 (Pool roof).

W. LeblancRenewal1264 TFD0150

Condition - Existing main roof drain has collapsed resulting in poor roof drainage and mitigation through temorary measures. Consequence - Increased risk of additional water damage to the facility and OHS issues realted to mold. Temporary

surface drainage has resulted in damage to paved surfaces and created additional risk via trip hazards.



Capital

Purchases

Recreation 312,515 0 0 0 0 0 312,515 0 0 0 14-17-3351-1264 17,485 0 0

0 312,515 0 0 0 0 0 0 312,515 0 Year Total 0 17,485 0

0 312,515 0 312,515 0 0 0 0 0 0 Project Total 0 17,485


0

Project Description

Rationale




Barrie Molson Centre - Building Automation System

Building Automation System modernization

R. GrovesRenewalTFD0035

The TAC Building Automated System is original to the building (1996), is DOS based and outdated, limiting the ability to control the facility indoor environmental quality and the energy use. The system has not been modernized since 1996 and

does not have any of the advancements including open protocols, graphic interfaces, remote access, etc. The system has a history of failure and has been repeatedly repaired to keep a minimal level of function available to staff.



Capital

Purchases

Administration 0 97,800 0 0 0 0 97,800 0 0 0 0 0 0

97,800 0 0 0 0 0 0 0 97,800 0 Year Total 0 0 0

97,800 0 0 97,800 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Barrie Molson Centre - DHW boilers (2)

2 DHW boilers at the Barrie Molson Centre.

RenewalTFD0257

The DHW boilers supply tempered water to various areas of the facility. They also supply the ice resurfacers with hot water for resurfacing. The liners of the boilers are reaching a point where the inner plating is deteriorating and causing brown

rust to leach into the water when not active.



Capital

Purchases

Recreation 0 30,000 0 0 0 0 30,000 0 0 0 0 0 0

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

30,000 0 0 30,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Barrie Molson Centre - Refrigeration Controls

Refrigeration controls at the Barrie Molson Centre.

RenewalTFD0258

The refrigeration controls are at their useful life of (15) years and are experiencing a higher than average rate of maintenance. These controls for the ice plant are vital to the overall function and control of all the associated components in the

compressor room and the production.maintenance of the ice product. All secuencing goes through these processors for compressor leads, run times and starting order. These components are an integral part of the refrigeration plant.

Replacement parts are no longer offered or available. Once these parts fail the only option is replacement. These processors are past their life span.



Capital

Purchases

Recreation 0 30,500 0 0 0 0 30,500 0 0 0 0 0 0

30,500 0 0 0 0 0 0 0 30,500 0 Year Total 0 0 0

30,500 0 0 30,500 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Barrie Molson Centre - Replace Supply Fan #2

Replace supply fan #2.

R. GrovesRenewal1280 TFD0207

Condition - Supply fan has deteriorated significantly five years in advance of its useful life of (20) years. LCA has been undertaken in the past to extend the equipment's life (e.g. replace motors). Equipment does not meet acceptable standards.

Consequence - High risk of critical failure could result in poor ice conditions, excessive heat and humidity potentially resulting in cancelled Colts games and events. Failure during the ice season could result in a three to four week period of

these conditions due to the lead time required for a replacement. Operating Impact - Potential loss of significant revenue is avoided with the added benefit of savings realized in energy consumption due to significantly increased efficiency and

O & M costs reduced.




0 338,000 0 0 0 0 0 0 338,000 0 Year Total 0 12,000 0

0 338,000 0 338,000 0 0 0 0 0 0 Project Total 0 12,000


0

Project Description

Rationale




BFES - Interim Station 5

Interim BFES Station 5 in S.W. quadrant of the City.

D. BurtonAdditional Capacity/CapabilityTFD0245

The Fire Master Plan as approved by Council on October 19, 2009 endorsed a new station 5 in the south-west quadrant of the City of Barrie, and pursuant to the approval of the Fire Master Plan, a study was undertaken by BFES and LTF to

review the planning and cost estimates for a permanent station. The interim station would be expected to enhance response times in south-west Barrie until land is available in the newly acquired annexed lands and service demands there

called for the construction of a new permanent station.



Const - Year 1Protection 0 980,000 0 0 0 0 980,000 0 0 0 0 0 0

980,000 0 0 0 0 0 0 0 980,000 0 Year Total 0 0 0

980,000 0 0 980,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




BFES (Station 1) - 65 Vespra - Demolition

Demolition of Station 1 (65 Vespra)

D. BurtonRenewalTFD0259

The facility has reached its useful lifecycle and would require extensive and costly upgrades in order to bring this facility into good useful condition, standards, and accessibility for any re-adaptive facility use. With the completion of BFES HQ at

155 Dunlop, Fire Stn #1 is considered surplus and no longer required.



DesignProtection 0 40,000 0 0 0 0 40,000 0 0 0 0 0 0


420,000 0 0 0 0 0 0 0 420,000 0 Year Total 0 0 0

420,000 0 0 420,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




BFES (Station 1) - HQ Construction - Facility Development

BFES (Station 1) - HQ construction

D. BurtonRenewal0452

Current facility does not meet acceptable standards/best practices. Council Motion 08-G-104



Const - Year 2Protection 0 0 0 0 0 0 0 0 0 0 14-17-3304-0452 4,405,199 0 0

0 0 0 0 0 0 0 0 0 0 Year Total 0 4,405,199 0

0 0 0 0 0 0 0 0 0 0 Project Total 0 4,405,199


0

Project Description

Rationale




BFES (Station 3) - Site Works Renewal

Site works renewal.

G. TristramRenewal1272 TFD0116

Condition - Existing site layout requires apparatus and staff to stop traffic on Big Bay Pt. Rd. and then back into the apparatus bay. Increased traffic flows in this area has increased the risk to staff and apparatus. Site drainage is poor resulting

in ponding and iced areas and infiltration into foundations of facility. Consequence - Risk of serious injury to personel and/or damage to apparatus. Increased exposure to corporation due to apparatus movements in the ROW adjacent to a

primary school. Continued degradation of the foundations and basement interiors.

Operating Impact - Increased cost to maintain additional paved area mitigated by routine O & M activity to repair water infiltration damage. Reduced financial exposure due to litigation, lost time, etc.



Pre-DesignProtection 210,000 0 0 0 0 0 210,000 0 0 0 14-17-3306-1272 10,000 0 0

0 210,000 0 0 0 0 0 0 210,000 0 Year Total 0 10,000 0

0 210,000 0 210,000 0 0 0 0 0 0 Project Total 0 10,000


0

Project Description

Rationale




BFES (Station 4) - Female Quarters

BFES (Station 4) Female quarters construction.

D. Burton / G. TristramLegislated Requirement1255 TFD0082

Meets present requirements, minor deficiencies. See Capital Justification Form by BFES.



DesignProtection 16,500 0 0 0 0 0 16,500 0 0 0 14-17-3307-1255 8,500 0 0

0 16,500 0 0 0 0 0 0 16,500 0 Year Total 0 8,500 0


Const - Year 1Protection 0 0 0 0 0 0 150,000 0 0 0 14-17-3307-1255 0 150,000 0

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


Const - Year 2Protection 0 0 0 0 0 0 150,000 0 0 0 14-17-3307-1255 0 150,000 0

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

0 16,500 0 316,500 0 0 0 0 0 0 Project Total 300,000 8,500


0

Project Description

Rationale




City Hall - Backflow Preventers

Replacement of backflow preventers to meet by-law.

Legislated RequirementTFD0262

Back Flow By-law has identified that City Hall is not in compliance. Water System could be cross-contaminated from potential back flows potential from City Hall.



Const - Year 1Administration 0 41,000 0 0 0 0 41,000 0 0 0 0 0 0

41,000 0 0 0 0 0 0 0 41,000 0 Year Total 0 0 0

41,000 0 0 41,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




City Hall - HVAC Replacement

Replacement of HVAC sytem in City Hall.

RenewalTFD0264

"Condition - Marginal physical condition with higher than average operating costs due to energy consumption (15% over average) and higher maintenance costs

Consequence - Maintain higher than average O & M costs

Operating Impact - Reduce energy consumption resulting in operating savings over the life of the system

Strategic Priority - Position Barrie at the forefront of Environmental issues"



Const - Year 1Administration 0 1,265,000 0 0 0 0 1,265,000 0 0 0 0 0 0

1,265,000 0 0 0 0 0 0 0 1,265,000 0 Year Total 0 0 0

1,265,000 0 0 1,265,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




City Hall - Interim Accessibility Renovations

Accessibility improvements. Automatic entries & wayfinding signage. Renovations to meet Legislative Compliance.

G. TristramLegislated RequirementTFD0211

The current facility requires renovations to meet legislative requirements and to increase customer service levels. Renovations will include accessbility upgrades.



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


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

270,000 0 0 270,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




City Hall - Replace all roofs

Replacement of all roofing area at City Hall.


Condition - 2007 Roof Asset Management Plan identifies all roof sections as significantly deteriorated and past useful life resulting in failures in 2010 and significant unbudgeted repairs. The level of deterioration cannot be mitigated by

maintenance activity or LCA. Consequence - High risk of roof membrane failure resulting in further deck/structural/interior deterioration and significant disruption of operations and service. Secondary impacts may include loss staff time due to

mold and lower IAQ. Operating Impact - Reduced operating/energy costs due to reduced maintenance and repair activity and increased R-value and reflectivity.



Const - Year 1Administration 845,305 0 0 0 0 0 845,305 0 0 0 14-17-3303-1276 24,695 0 0

0 845,305 0 0 0 0 0 0 845,305 0 Year Total 0 24,695 0

0 845,305 0 845,305 0 0 0 0 0 0 Project Total 0 24,695


0

Project Description

Rationale




City Hall - Security System Upgrades

Security system upgrades (cameras)

G. TristramAdditional Capacity/CapabilityTFD0027

"Condtion - 2007 Security Vulnerability Study indicates that City Hall has significant security exposures. A multi-year program has been recommended to correct identified deficiencies inlcuding CCTV

Consequence - Present security risk not mitigated exposing the Corporation

Operating Impact - Minimal O & M costs associated with the useful life of the system to be offset with reduced vandalism, occupant saftey and productivity"




200,000 0 0 0 0 0 0 0 200,000 0 Year Total 0 0 0

200,000 0 0 200,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Corporate Facilities - CCTV Camera & Card Access System

All Facilities - CCTV Camera & Card Access System.

G. Tristram / K. BradleyRenewal1262 TFD0036

Condition - 2007 Security Vulnerability Study indicates that the City has significant security exposures within our facility portfolio. A mutli-year program has been recommended to correct the identified deficiencies

(e.g. CCTV, access control) is required.

Consequence - Security risk not mitigated exposing the Corporation.

Operating Costs - Increased security should assist in increasing operating efficiencies thereby reducing O & M costs offsetting any maintenance costs associated with sustaining the systems.



Capital

Purchases

Administration 10,000 0 0 0 0 0 10,000 0 0 0 14-17-3300-1262 90,000 0 0

0 10,000 0 0 0 0 0 0 10,000 0 Year Total 0 90,000 0

0 10,000 0 10,000 0 0 0 0 0 0 Project Total 0 90,000


0

Project Description

Rationale




Corporate Facilities - Key System Replacement Program

Key system replacement program.


Condition - Existing ASSA mechanical key system has a pending expired patent resulting in an open/unaudited key system for 90% of the City's facilities.

Consequence - Security risk not mitigated for the Corporation.

Operating Impact - Reduced operating costs over useful life of system. Dated existing system higher costs per unit due to limited availability.



Capital

Purchases

Administration 13,240 0 0 0 0 0 13,240 0 0 0 14-17-3300-1274 61,760 0 0

0 13,240 0 0 0 0 0 0 13,240 0 Year Total 0 61,760 0

0 13,240 0 13,240 0 0 0 0 0 0 Project Total 0 61,760


0

Project Description

Rationale




Eastview Arena - Renovations (RINC)

Renovations to dressing rooms at Eastview Arena - RINC funding obtained.

K. BradleyRenewal1104Project # Temp # Project ManagerProject Type


Const - Year 2Recreation 6,511 0 0 0 0 0 6,511 0 0 0 14-17-3372-1104 125,329 0 0

0 6,511 0 0 0 0 0 0 6,511 0 Year Total 0 125,329 0

0 6,511 0 6,511 0 0 0 0 0 0 Project Total 0 125,329


0

Project Description

Rationale




Georgian Theatre - Upgrades & Renovations

Facility upgrades and renovations.

W. LeblancLegislated Requirement1256 TFD0059

As per motion 09-G-277 authorizing staff to enter into an agreement with Georgian College and committing $102,600 per year for the first five years of the agreement for facility renewal and OHS improvements. 2009 & 2010 LH improvements

identified in operating budget.



Const - Year 1Culture 0 0 0 0 0 0 0 0 0 0 102,600 0 0

0 0 0 0 0 0 0 0 0 0 Year Total 0 102,600 0


Const - Year 2Culture 0 102,600 0 0 0 0 102,600 0 0 0 0 0 0

102,600 0 0 0 0 0 0 0 102,600 0 Year Total 0 0 0


Const - Year 3Culture 0 102,600 0 0 0 0 102,600 0 0 0 0 0 0

102,600 0 0 0 0 0 0 0 102,600 0 Year Total 0 0 0

205,200 0 0 205,200 0 0 0 0 0 0 Project Total 0 102,600


0

Project Description

Rationale




Heritage Park Splash pad - mechanical relocation

Project will involve the removal of the splash pads filtration and pump system from the underground chamber and re routing of sewer lines directly to the street.

W Leblanc / G KingRenewal9008 TFD0202

The underground chamber poses health and safety and confined space issues, and the current sewer connection poses potential environmental issues should a spill occur.



Const - Year 1Recreation 3,515 0 0 0 3,515 0 0 0 0 0 14-17-3332-9008 127,392 0 0

Const - Year 1Recreation 3,515 0 0 0 3,515 0 0 0 0 0 14-17-3332-9008 0 0 0

0 7,030 0 0 7,030 0 0 0 0 0 Year Total 0 127,392 0

0 7,030 0 0 0 0 0 0 7,030 0 Project Total 0 127,392


0

Project Description

Rationale




Heritage Park Splash Pad - Pad Resurfacing

Pad resufacing.


"Condition - Inefficient system and degraded surface resulting in high O & M. Site conditions accerlated decline in useful life of system and pad to 15 yrs (age - 21 yrs).

Consequence - High risk of injury to public due to surface cracks. High O & M costs for repair and water loss from system.

Operating Impact - Cost savings expected from more efficient equipment, reduced water loss, and high O & M commitment."



Capital

Purchases

Recreation 0 172,000 0 0 0 0 172,000 0 0 0 0 0 0

172,000 0 0 0 0 0 0 0 172,000 0 Year Total 0 0 0

172,000 0 0 172,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Holly C.C. - HVAC & Pool Controls

Replacement of HVAC system and pool controls.

RenewalTFD0274

The designed pool mechanical/HVAC system is unable to control the humidity levels in pool area. The humidity levels are consistently high resulting in premature deterioration of all stainless steel structures and metal elements (ie. Guard

chairs, roof deck, railings, fire extinguisher cabinets, receptacles, wiring, door hardware, lighting reflector clarification). The AHU1 piping needs to be reconfigured to eliminate the high number of elbows that are resulting in high pressure in

compressors used to condition the air and to combat humidity.




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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Holly C.C. - Roof remediation

Roof remediation at the Holly Community Centre.

T. EwlesRenewalTFD0272

"The roof over the pool volume is experiencing critical leaks around the perimeter. IRC, a building sciences firm, the general contractor, and design architects have provided several inspections, water tests, thermal scans (30) clearly identifying

the areas of water penetration. While relatively new, the roof system has failed prematurely in this area. The consequence of not proceeding will be continued heat loss, mold/mildew growth in the roof membranes and walls, and advanced

structural deterioration. The second part of this remedial work is to correct an issue that annual freeze and thaw cycles cause on the Arena 1 roof. The scupper drains are freezing resulting in water penetrating backwards under the roof

flashings and membranes.

Consequence - High risk of slip/fall accident exposing the Corporation to a potential claim

Operating Impact - Exisitng high operating costs to maintain floor at a safe service level"




135,500 0 0 0 0 0 0 0 135,500 0 Year Total 0 0 0

135,500 0 0 135,500 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Holly CC - Pool Change Room Floor Upgrade

Upgrade existing floor treatment to increase slip resistance and eliminate wet areas

T. EwlesRenewalTFD0132

"Condition - Existing floor covering has a reduced slip resistance and areas of minor ponding. Identifed in risk assessment as a hazard.

Consequence - High risk of slip/fall accident exposing the Corporation to a potential claim

Operating Impact - Existing high operating costs to maintain floor at a safe service level"




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

50,000 0 0 50,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Library (Main Branch) - Restore Section 3A (Main Roof)

Barrie Public Library - Restore Section 3A - main roof


Condition - 2007 Roof Asset Management Plan identifies this roof section as significantly deteriorated prior to the end of its useful life due to ponding.

Consequence - High risk of roof memebrane failure resulting in potential deck/structural deterioration and water penetration potentially disrupting service.

Operating Impact - Reduced operating/energy costs due to increased R-value and reflectivity.



DesignCultural 64,610 0 0 0 0 0 64,610 0 0 0 14-17-3314-1260 10,390 0 0

0 64,610 0 0 0 0 0 0 64,610 0 Year Total 0 10,390 0

0 64,610 0 64,610 0 0 0 0 0 0 Project Total 0 10,390


0

Project Description

Rationale




Library (Satellite Branch 1) - Facility Development

Barrie Public Library - Satellite Branch

K. BradleyAdditional Capacity/Capability0664

Consequence - Potential loss of land parcel dedicated to the City as per the subdivision agreement if buiding permit and interest not demonstrated by the City in March 2010.

Operating Costs - Increased operating costs for facility services of approximately $110,000 per annum. Does not include operating costs directly related to providing library service.



Const - Year 2Cultural 576,092 0 0 0 0 352,568 104,273 0 0 119,251 14-17-3314-0664 3,510,727 0 0

0 576,092 0 352,568 0 0 0 119,251 104,273 0 Year Total 0 3,510,727 0

0 576,092 0 104,273 119,251 0 352,568 0 0 0 Project Total 0 3,510,727


0

Project Description

Rationale




MacLaren Art Centre - Environmental Systems Modernization

Environmental systems modernization.


Condition - Design system does not have the capacity to meet required standards for Environmental controls of major galleries and as a result significant and routine major failures and repairs have been required over the past three years.

Main RH system is essentially non-functioning and results in large fluctuations in RH with the potential to damage collections. The planned activity inlcudes a complete redesign and installation of the Environmental system. Upgrades will not

provide a long-term sustainable solution nor will it provide the specialized gallery controls that are required. Consequence - High risk of further critical failure in the system and therefore further risk to the collections estimated at $24M, most of

which is designated as cultural property thorough the Department of Canadian Heritage. Continue to limit the gallery's ability to borrow significant exhibitions and works from other public galleries.



DesignCultural 562,000 0 0 0 0 0 418,690 0 143,310 0 14-17-3308-1277 25,000 0 0

0 562,000 0 0 0 0 143,310 0 418,690 0 Year Total 0 25,000 0

0 562,000 0 418,690 0 143,310 0 0 0 0 Project Total 0 25,000


0

Project Description

Rationale




OPS CTR - Ground Floor Accessibility Renovations

Renovations for accessibility to the Ground Floor at the Operations Centre.

Legislated RequirementTFD0277

The current facility requires interim renovations to the space in order to meet legislative requirements surround AODA customer Service levels and upcoming AODA built standards. Currently the public has to navigate through the operations

centre staff zones in order to find their way to the customer service functions. By creating the main floor area the threat of disgruntled patrons entering work zones is removed.



DesignOperations 0 55,000 0 0 0 0 55,000 0 0 0 0 0 0

Const - Year 1Operations 0 250,000 0 0 0 0 250,000 0 0 0 0 0 0

305,000 0 0 0 0 0 0 0 305,000 0 Year Total 0 0 0

305,000 0 0 305,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




OPS CTR - Site Upgrades (Construction) Site Works

Site upgrades - construction

D Burton / R MadoreRenewal1082

Meets present requirements, minor deficiencies. Deferred from 2008 as per Council Motion



Const - Year 1Operations 20,865 0 0 0 0 0 0 20,865 0 0 14-17-3380-1082 144,491 0 0

0 20,865 0 0 0 0 0 0 0 20,865 Year Total 0 144,491 0

0 20,865 20,865 0 0 0 0 0 0 0 Project Total 0 144,491


0

Project Description

Rationale




Parkview C.C. - Environmental Restoration - Major renovations

Environmental cleanup and renovations for health and safety reasons

F. PalkaRenewal1133 TFD0131

Condition - Critical - Facility not built to current standards allowing for enviromental (e.g. toxic mould) issues to occur due to poor air circulation and separation

Consequence - Potential health risks to public and staff , additional costs to control enviromental issues. Non-compliance with OHSA.

Operating Impact - Energy costs reduced due to proper air circulation and separation. Ongoing ccst exposure for testing and monitoring will be required if remediation not completed. Potential for lost revenues due to closure of

specifc program and rental spaces.



Const - Year 1Recreation 64,339 0 0 0 0 0 64,339 0 0 0 14-17-3341-1133 26,956 0 0

0 64,339 0 0 0 0 0 0 64,339 0 Year Total 0 26,956 0

0 64,339 0 64,339 0 0 0 0 0 0 Project Total 0 26,956


0

Project Description

Rationale




Parkview C.C. - Exterior Concrete Repairs

Exterior concrete work including walkway, stairs, ramps and metal railings.

RenewalTFD0279

The exterior concrete work including the walkway, stairs, ramps and metal railings are failing and require replacement. The concrete work was installed in 1988 and has shown signs of deterioration including cracking and heaving since 2007.

Areas of the concrete have differences of greater than a 1/2" in height which is critical given that many of the facilities patrons are seniors with mobility and visual acuity issues. Minor remediation has been completed over the last number of

years with little success.




57,772 0 0 0 0 0 0 0 57,772 0 Year Total 0 0 0

57,772 0 0 57,772 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Parkview C.C. - Structural Remediation - Crawl Space

Structural remediation of crawl space.

F. PalkaRenewal1282 TFD0209

Condition - Chronic crawl space dampness caused by recurring ground/surface water entry, ventilation with un-conditioned outdoor air, an inadequate soil barrier and wetting caused by previous piping leaks resulted in significant microbial

contamination on a number of building components and its occupants. Consequence - Enhance the integrity and durability of the crawl space and provide a clean functional space. Operating Impact - Effective strategic investment in extending

the overall life of the building, while ensuring that the crawl space does not compromise the indoor environment of the building.




0 270,000 0 0 0 0 0 0 270,000 0 Year Total 0 55,000 0

0 270,000 0 270,000 0 0 0 0 0 0 Project Total 0 55,000


0

Project Description

Rationale




Police (29 Sperling) - Roof Replacement

Police Services (Sperling) - Flat roof replacement

D. BurtonRenewalTFD0079

The roof on 29 Sperling Drive has exceeded its expected life cycle by 3 years. If this project is not completed in 2012 it is expected that the roof system will deteriorate further and potentially at a higher rate over that time increasing the risk of

failures, leaks, loss of energy efficiency, and unsafe work environment in an essential services facility. Additional preventative maintenance will be required and additional electricty to operate the facility will be required as insulation becomes

increasingly ineffective.




725,000 0 0 0 0 0 0 0 725,000 0 Year Total 0 0 0

725,000 0 0 725,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Police Services (79 Bell Farm)

The renovations of existing building to accommodate Police Services.

D. BurtonAdditional Capacity/Capability1099

50,000 sq/ft space deficiency based on service delivery requirements as identified in CS&P study dated August, 2008. Council Motion 08-G-423. Project dependant on approval of PCF., SR LGL004-09 Model E3 solution. RPL Report 2010



Const - Year 1Protection 680,962 0 0 0 0 0 680,962 0 0 0 14-17-3326-1099 75,525 0 0

0 680,962 0 0 0 0 0 0 680,962 0 Year Total 0 75,525 0

0 680,962 0 680,962 0 0 0 0 0 0 Project Total 0 75,525


0

Project Description

Rationale




Police Services Accommodation

Property purchase for Police Services accommodation.

Additional Capacity/CapabilityTFD0280

At the current state police have outgrown their current pool of assets and the one facility at 60 Bell Farm Road is vulnerable as it is leased space which expires in the next 2-3yrs with no certainty of renewal as the current owner may wish to sell

or expand their operations into this space. This critical space which is in place as an interim stop gap measure if removed would place the police service and the City of Barrie at risk.



PropertyProtection 0 4,200,000 0 0 0 0 0 4,200,000 0 0 0 0 0

4,200,000 0 0 0 0 0 0 0 0 4,200,000 Year Total 0 0 0

4,200,000 0 4,200,000 0 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Sports Complex - Operations & Maintenance Facility

Barrie Community Sports Complex - Prefabricated building to store and maintain equipment/vehicles and secure materials.

J. VeenstraAdditional Capacity/Capability1292 TFD0101

Condition - Unsecure and unsafe storage of equipment, materials, etc

Consequence - Open storage of park maintenance equipment and materials resulting in material loss, theft, vandalism, and advanced equipment depreciation. Basic amenties for staff are not provided including washrooms, safe

maintenance/work areas, etc. - Risk of OHS and Public Health Reg, non-compliance for permantly assigned staff.

Operating Impact - Cost savings forecast in reduced in materials, equipment and vehicle maitnenace/repairs and increased staff productivity.



Pre-DesignRecreation 273,870 0 0 0 0 0 273,870 0 0 0 14-17-3395-1292 8,630 0 0

0 273,870 0 0 0 0 0 0 273,870 0 Year Total 0 8,630 0

0 273,870 0 273,870 0 0 0 0 0 0 Project Total 0 8,630


0

Project Description

Rationale




Transit Garage Construction

Construction of transit garage as part of a public private partnership

D. BurtonAdditional Capacity/Capability1216

This asset enables the current service delivery of Transit operations and maintenance to become an open market competition which has been sole sourced for the last several years due to one local vendor having a facility large enough to

maintain the fleet with outdoor storage. This project can be partially funded through PPP Canada, which promotes Private Public Partnerships. Council Motion 11-G-140 approved the project and the delivery model pending successful approval

of the 25% funding from PPP Canada.



DesignOperations 188,664 0 0 0 0 22,082 0 166,582 0 0 14-17-3385-1216 110,377 0 0

0 188,664 0 22,082 0 0 0 0 0 166,582 Year Total 0 110,377 0


Const - Year 1Operations 0 6,800,000 0 0 0 708,570 0 4,424,500 1,666,930 0 14-17-3385-1216 0 0 0

DesignOperations 0 2,230,000 0 0 0 232,369 0 1,450,976 546,655 0 14-17-3385-1216 0 0 0

9,030,000 0 0 940,939 0 0 2,213,585 0 0 5,875,476 Year Total 0 0 0


Const - Year 2Operations 0 10,000,000 0 0 0 1,042,015 0 6,506,615 2,451,370 0 14-17-3385-1216 0 0 0

DesignOperations 0 150,000 0 0 0 15,630 0 97,600 36,770 0 14-17-3385-1216 0 0 0

10,150,000 0 0 1,057,645 0 0 2,488,140 0 0 6,604,215 Year Total 0 0 0


Const - Year 3Operations 0 1,900,000 0 0 0 197,982 0 1,236,258 465,760 0 14-17-3385-1216 0 0 0

1,900,000 0 0 197,982 0 0 465,760 0 0 1,236,258 Year Total 0 0 0

21,080,000 188,664 13,882,531 0 0 5,167,485 2,218,648 0 0 0 Project Total 0 110,377


0

Project Description

Rationale




Transit Terminal - Replace Flat Roofs

Replace flat roofs at the Transit Terminal.

G. TristramRenewalTFD0282

2007 Roof Asset Management Plan indentifies this roof section as significantly deteriorated in advance of its useful life of 20 years due to poor drainage and moist conditions. There is a high risk of roof membrane failure that could lead to

deck/structural deterioration and water penetration. Potential that we risk loss of service if event occurs and revenues depending upon the degree of damage.



Capital

Purchases

Operations 0 220,000 0 0 0 0 220,000 0 0 0 0 0 0

220,000 0 0 0 0 0 0 0 220,000 0 Year Total 0 0 0

220,000 0 0 220,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Water Pollution Control Centre - Roof Renovations

Renovation to the roof.

R. ThompsonRenewal1278 TFD0205

Condition - 2010 Roof Assessment identifies Section 2, 9, 10, 17A/B and 25 as significantly deteriorated and past its useful life. These roofs are all specific to process areas (i.e. raw sewage pumping station, sludge thickening, tertiary filters

and cogen building). Consequence - High risk of roof membrane failure leading to deck/structural deterioration and water penetration. Risk of loss of service if event occurs. Risk of costly emergency and/or unscheduled repairs.



DesignOperations 301,305 0 0 301,305 0 0 0 0 0 0 14-17-3386-1278 18,695 0 0

0 301,305 0 0 0 301,305 0 0 0 0 Year Total 0 18,695 0

0 301,305 0 0 0 0 0 301,305 0 0 Project Total 0 18,695


0

Project Description

Rationale



Fleet Services

BACTS Bus (replacement)

Replacement of BACTS buses.

B. Pirie / G. KaveckasRenewalOPR0290

Scheduled replacements for vehicles that have met their service life. Ensures fleet is in good state of repair and meet service demands.



Capital

Purchases

Transit 0 95,000 0 0 0 0 35,650 0 0 59,350 0 0 0

95,000 0 0 0 0 0 0 59,350 35,650 0 Year Total 0 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 201,000 0 0 99,000 0 300,000 0

0 0 0 0 0 0 0 99,000 201,000 0 Year Total 300,000 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 201,000 0 0 99,000 0 300,000 0

0 0 0 0 0 0 0 99,000 201,000 0 Year Total 300,000 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 301,500 0 0 148,500 0 450,000 0

0 0 0 0 0 0 0 148,500 301,500 0 Year Total 450,000 0 0

95,000 0 0 739,150 405,850 0 0 0 0 0 Project Total 1,050,000 0


0

Project Description

Rationale



Fleet Services

BFES - 4 Door 4X4 Pick-up Truck

Replacement of 01-165

B. PirieRenewalOPR0329

The function of this training vehicle to transporting personnel to training sites, and carrying training props, audio visual equipment, fire fighting PPE and equipment. The present vehicle has limited space for equipment and personnnel. The new

vehicle will permit the transportation of 6 fire fighters and can carry the required training equipment. Vehicle is also passed its expected useful life. It was purchased in 2001 at a cost of $26,516. To date, $15,941 has been spent in

maintenance costs. This vehicle has reached the stage whereby it is increasingly cost prohibitive to maintain.



Capital

Purchases

Light Duty 0 40,000 0 0 0 0 40,000 0 0 0 0 0 0

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

40,000 0 0 40,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

BFES - Aerial Platform Truck

Replacement for Ladder 11


This truck is equipped with 75' ladder which does not meet the current needs of the City. The cost of the truck was $458,487, and to date $368,986 has been spent in maintenance and repair costs. This truck is to replace the 2 100ft aerials

when one of them is out of service. It is not anticipated that another replacement aerial platform would be required in the next 10 years.



Capital

Purchases

Specialized 0 1,200,000 0 0 0 0 1,200,000 0 0 0 0 0 0

1,200,000 0 0 0 0 0 0 0 1,200,000 0 Year Total 0 0 0

1,200,000 0 0 1,200,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

BFES - Fire Car #1

Replace Car #1.

B. PirieRenewal1270 OPR0467

The replacement of this vehicle was deferrred from the 2010 Business Plan. It is not meant to be used in the manner it is as an emergency vehicle as it does not have the special service package, therefore putting the individuals at risk under

Health and Safety.



Capital

Purchases

Light Duty 5,573 0 0 0 0 0 5,573 0 0 0 14-15-2120-1270 49,427 0 0

0 5,573 0 0 0 0 0 0 5,573 0 Year Total 0 49,427 0

0 5,573 0 5,573 0 0 0 0 0 0 Project Total 0 49,427


0

Project Description

Rationale



Fleet Services

BFES - Fire Car #4 (03-3001)

Replacement for Platoon Chief vehicle (03-3001) to SUV.


This was a scheduled replacement for 2007 but was deferred due to other capital requirements. The present vehicle has ongoing electrical issues and is becoming unreliable. It is also poor in snow conditions as it does not have 4 wheel drive.

The present vehicle does not have the special service package which makes it a liability to use for this purpose as it is being used in a manner, it was not designed for, therefore places the health and safety of those riding in it at risk.



Capital

Purchases

Heavy Duty 100,000 0 0 0 0 0 100,000 0 0 0 14-15-2120-1257 0 0 0

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

0 100,000 0 100,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

BFES - Hazmat Trailer (91-413)

Fire - Hazmat Trailer.

B. PirieAdditional Capacity/Capability1226 OPR0423

Replacement for 91-413 which was a used vehicle when the city obtained it in the mid 90's. At present there is a large quantity of equipment in storage that has no means of being transported to the scene of a hazmat incident of which is a

Health and Safety issue to not only firefighters and the public, but also the protection of the Environment from becoming a catastrophic event.



Capital

Purchases

Heavy Duty 8,348 0 0 0 0 0 8,348 0 0 0 14-15-2120-1226 31,652 0 0

0 8,348 0 0 0 0 0 0 8,348 0 Year Total 0 31,652 0

0 8,348 0 8,348 0 0 0 0 0 0 Project Total 0 31,652


0

Project Description

Rationale



Fleet Services

BFES - Pumper Truck

Fire Pumper Truck


Truck for Station 5



Capital

Purchases

Heavy Duty 650,000 0 0 0 0 435,393 214,607 0 0 0 14-15-2120-1297 0 0 0

0 650,000 0 435,393 0 0 0 0 214,607 0 Year Total 0 0 0

0 650,000 0 214,607 0 0 435,393 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Bicycle Racks on Barrie Transit

Installing bicycle racks on barrie transit.

B. PirieAdditional Capacity/CapabilityOPR0617

Initiatives of the Active Transportation Plan includes coordinating cycling with transit with the instalation of bicycle racks on the front of all transit buses. Bicycle racks on Barrie transit provides alternatives to private auto use by providing flexible

and convenient alternatives for travel and promotes active living and healthy lifestyles. Currently tansit buses do not have bicycle racks on the front of buses. The bicycle racks will carry two bikes. The draft Multi-Modal Active Transportation

Plan identifies the use of bicycle racks as part of the active transportation plan. Bicycle racks would be installed on all Barrie Transit buses under this project. Most larger Ontario transit systems have adopted the use of bicycle racks on buses

to increase transit use.



Capital

Purchases

Transit 0 66,000 0 0 0 0 33,000 0 0 33,000 0 0 0

66,000 0 0 0 0 0 0 33,000 33,000 0 Year Total 0 0 0

66,000 0 0 33,000 33,000 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Environmental - Roll off truck

Replacement of roll off truck 02-500. Used to transport bins at the City Landfill site.


Assets nearing the end of life cycle affecting reliability. Truck is required to move garbage from the pad down to the dumping areas and to the City landfill site. When unit is out of service a rental unit must be utilized to meet provincially

mandated guidelines. The costs of a rental have exceeded $20,000 this year alone affecting the operating budget adversely. Life to date costs at $272,108, with this years cost at $28,303.



Capital

Purchases

Heavy Duty 0 200,000 0 0 0 0 200,000 0 0 0 0 0 0

200,000 0 0 0 0 0 0 0 200,000 0 Year Total 0 0 0

200,000 0 0 200,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Landfill - Pick-up Truck (02-1004)

Replacement of pick-up (02-1004).


Replacement of pick up truck used for Water and Wastewater Departments. The acidic sand at the Sandy Hollow landfill site in conjunction with the road salt is extremely detrimental to the frame and bodies of the vehicles causing them to fail

prematurely. Life to date cost of $115,381, with yearly operating costs of $8197.



Capital

Purchases

Light Duty 0 37,500 0 0 0 0 37,500 0 0 0 0 0 0

37,500 0 0 0 0 0 0 0 37,500 0 Year Total 0 0 0

37,500 0 0 37,500 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Landfill - Rubber Tire Loader

Landfill loader used to load bins and maintain compost production.


Loader has doubled the normal hours of the average industry life expectancy 9000hrs considered normal, machine currently at 18349 hrs or 365,000 kilometers. Oil samples taken at regular intervals show foreign materials in the fluids

indicating wear. Although the machine has had regular service maintenance statistics how that based upon the high number of hours the chance of a catastrophic component failure is imminent. Level of service. Garbage from pad cannot be

transferred to bins. Compost cannot be turned ensuring proper decomposition. Annual cost of repairs are exceeding $6,000 on average and will continue to climb as components wear due to age.



Capital

Purchases

Heavy Duty 0 235,000 0 0 0 0 235,000 0 0 0 0 0 0

235,000 0 0 0 0 0 0 0 235,000 0 Year Total 0 0 0

235,000 0 0 235,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Oro Biosolids Facility - Forklift

Forklift for Oro biosolids facility.


The Wastewater Department probably spends a minimum of 50% of the cost in forklift rentals each year for a forklift at the Bio-Solids facility. During a recent rebuild of a Secondary Tank, a forklift was required to load/unload various parts for

this work. Due to the Plant expansion and increase in process equipment, the BSF maintenace shed will be utilized more frequently and require higher usage of a site specific fork lift.



Capital

Purchases

Specialized 0 50,000 0 50,000 0 0 0 0 0 0 0 0 0

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

50,000 0 0 0 0 0 0 50,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - 10 foot mower (Replacement)

Replacement of 10 foot mower for parks maintenance.


Parks would like to replace to two 6 foot movers with one 10 foot mower. The cost to purchase would be lower and they would only need one truck/trailer combination to cover almost are much area as the two units requiring two crews.



Capital

Purchases

Specialized 0 90,000 0 0 0 0 90,000 0 0 0 0 0 0

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

90,000 0 0 90,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - 12 Foot Mower

Twelve foot mower for Parks maintenance.


This unit was purchased in 2000 and has had in excess of $199,000 in repairs and will continue to cost the Corporation if kept any longer past the life cycle replacement time. Last year $14,154 was spent in maintenance costs.



Capital

Purchases

Specialized 0 100,000 0 0 0 0 100,000 0 0 0 0 0 0

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

100,000 0 0 100,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - 2 Pick-up Trucks (00-181, 00-182)

2 pick up trucks 00-181, 00-182. These units are used to transport plants, materials, equipment and staff to city parks.


Cost for maintaining vehicles is exceeding salvage value of units. Life time costs have exceeded the purchase price of new units. When vehicles are out of service rental charges are $1000/month. Over the next three years maintenance costs

per units will exceed $15,000 per unit while new would only cost $4,500. With new parks and development we need to keep the equipment new to reduce downtime and maintain the same level of service. Maintenance costs in a lifetime are

over $30,000/unit.



Capital

Purchases

Light Duty 0 64,000 0 0 0 0 64,000 0 0 0 0 0 0

64,000 0 0 0 0 0 0 0 64,000 0 Year Total 0 0 0

64,000 0 0 64,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - 2 Six foot mowers (97-211, 97-234)

2 6' mowers 97-211, 97-234. Used to cut grass in City Parks, boulevards and properties.


Vehicles are at the end of their life cycle and not reliable. Increased pressure from public and Council to not only maintain but in some cases increase level of service. Downtime for units has cause increased overtime and more hours on

existing equipment causing them to prematurely wear and fail. Cost to maintain these units over the next three years could exceed $15,000 per unit, if new units purchased that would decrease to $2200. Units were scheduled for replacement

in 2007. Unit 234 had over $7000 spent last year with a life time cost of $60,000.



Capital

Purchases

Specialized 0 60,000 0 0 0 0 60,000 0 0 0 0 0 0

60,000 0 0 0 0 0 0 0 60,000 0 Year Total 0 0 0

60,000 0 0 60,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - 3 Six foot Riding mowers (replacement)

Replacement of 3 Six foot Riding Mowers. Lawn mowers used for parks maintenance.


Units are purchased between 1995-2001. To date units have cost $121,000 in repairs and will continue to cost the Corporation if kept any longer past the lifecycle replacement time. Last year maintenance costs were $22,101.



Capital

Purchases

Specialized 0 90,000 0 0 0 0 90,000 0 0 0 0 0 0

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

90,000 0 0 90,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Ball Diamond Groomer (replacement)

Small Tractor Replacement. Used in Baseball diamond maintenance.


This unit was purchased in 2001 and has had in excess of $26,000 in repairs and will continue to cost the corporation if kept any longer past the life cycle replacement time.Lifetime cost in repairs of $26,812 with $7,545 spent last year.



Capital

Purchases

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

20,000 0 0 0 0 0 0 0 20,000 0 Year Total 0 0 0

20,000 0 0 20,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Bucket Truck

Replacement of Parks bucket truck. Used in emergency response to remove hazardous trees.


This is an essential service and is necessary to ensure public safety. Repair costs for the next three years could be over $35,000. If a new truck is purchased it would reduce operating costs to approx. $3500. Vehicle downtown would be

reduced which would increase level of service and would assist in remaining complaint with safety requirements. Lifetime operating costs are $117,000 with year to date costs of $18,000.



Capital

Purchases

Heavy Duty 0 185,000 0 0 0 0 185,000 0 0 0 0 0 0

185,000 0 0 0 0 0 0 0 185,000 0 Year Total 0 0 0

185,000 0 0 185,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Forestry Chip Truck (02-307)

3000 series dump truck - (02-307). Used to transport wood chips and tow wood chipper.


Vehicle is at the end of its life cycle and not reliable. This is an essential service and is necessary to ensure public safety. Repair costs for the next three years could be over $45,000, if a new truck is purchased it would reduce our operating

costs to approximately $4,500. Vehicle downtime will be reduced which would increase our level of service and would assist us in remaining compliant with safety requirements. Keeping up with the growth is difficult and the challenges will only

increase as development occurs next to City owned land and the developers continue their required boulevard tree planting. Lifetime operating costs are $132,500, with $15,000 spent for 8 months of this year.



Capital

Purchases

Light Duty 0 110,000 0 0 0 0 110,000 0 0 0 0 0 0

110,000 0 0 0 0 0 0 0 110,000 0 Year Total 0 0 0

110,000 0 0 110,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Garbage Compactor (99-319)

Replacement for 99-319. Used to remove garbage from bins in City Parks.


As the demand grows and with City park numbers increasing the use of the asset increases and breakdowns are more frequent. Costs for the next three years could potentially top $30,000 as opposed to $4500 with a replacement unit. Life to

date costs exceed $155,000, This year to date cost are $9,425.



Capital

Purchases

Heavy Duty 0 125,000 0 0 0 0 125,000 0 0 0 0 0 0

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

125,000 0 0 125,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Mid-size Dump Truck (02-308)

Truck 02-308. This unit is used to transport plants, materials, equipment and staff to city parks as well as transporting a large water tank and pump necessary for the watering of all downtown baskets, planters and gardens as well as

community gardens.


Maintenance costs are now tracking at $10,000/yr based on the last two years and are expected to increase based on body condition, engine condition etc. A new vehicle would allow us to "almost" maintain our current level of service which is

difficult with additional parks coming online every year. Maintenance costs for this unit over the next three years could be over $30,000 while a new unit would be approximately $4,500. Lifetime operating costs are $50,000 with $9,300 year to

date.



Capital

Purchases

Heavy Duty 0 75,000 0 0 0 0 75,000 0 0 0 0 0 0

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

75,000 0 0 75,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks - Pick up (replacement)

Trucks are required to tow lawn maintenance equipment.


Costs to the corporation are hgih on this vehicle due to the age and the fact a rental must be utilized when the vehicle is down for an extended amount of time adding pressure to the operating budget. $9,410 spent on repairs last year.

Approximately 37% cost of replacement.



Capital

Purchases

Light Duty 0 25,000 0 0 0 0 25,000 0 0 0 0 0 0

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

25,000 0 0 25,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Parks & Roads - 2500 Pick-up with plow (01-189)

Four wheel drive pickup with plow (01-189). Used to plow snow and sand from corporate parking lots.

B.PirieRenewalOPR0616

Reliability is important to keep walkways safe to avoid the potential of falls. Asset is past life cycle with costs exceeding $10,000 annually. The asset has had $101,802 spent life to date and $9,806 this year to date.



Capital

Purchases

Light Duty 0 45,000 0 0 0 0 45,000 0 0 0 0 0 0

45,000 0 0 0 0 0 0 0 45,000 0 Year Total 0 0 0

45,000 0 0 45,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Roads - Pick-up Trucks (6 Replacements)

Roads - Pick-up Trucks (01-157, 01-160, 01-193, 02-1014, 02-1015, 02-1011). Used to service and maintain the Cities roads on a daily basis.


Cost for maintaining vehicles is exceeding salvage value of units. Life time costs have exceeded the purchase price of new units. When vehicles are out of service rental charges are $1000/month. Over the next three years maintenance costs

per units will exceed $18,000 per unit while new would on cost $4500. With new parks and development we need to keep the equipment new to reduce downtown and maintain the same level of service. Average cost year to date is approx.

$6,000 with average lifetime cost of $50,000.



Capital

Purchases

Light Duty 0 180,000 0 0 0 0 180,000 0 0 0 0 0 0

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

180,000 0 0 180,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Roads - Mid-Size Dump Trucks (9 replacements)

Roads - mid-size dump trucks (00-325, 00-326, 00-327, 00-328, 00-329, 00-330, 02-309, 02-314, 02-321). Trucks are required to service and maintain city roads on a daily basis.


Maintenance costs are now averaging approx. $8000/yr based on the last two years and are expected to increase based on body condition, engine condition etc. A new vehicle would allow us to "almost" maintain our current level of service

which is difficult with additional parks coming on line every year. Maintenance costs for this unit over the next three years could be over $30,000 while a new unit would be approximately $4,500.



Capital

Purchases

Light Duty 0 675,000 0 0 0 0 675,000 0 0 0 0 0 0

675,000 0 0 0 0 0 0 0 675,000 0 Year Total 0 0 0

675,000 0 0 675,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Roads - Sander Trucks (547, 550)

Replacement of Sanders 547 & 550.


Trucks required as exisiting units product capacity does not meet the needs efficiently. Replacement is required due to high maintenance.



Capital

Purchases

Heavy Duty 400,000 0 0 0 0 0 400,000 0 0 0 14-18-4520-1268 0 0 0

0 400,000 0 0 0 0 0 0 400,000 0 Year Total 0 0 0

0 400,000 0 400,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Roads - Sidewalk Machines (219, 220)

Replacements for 2 Sidewalk machines (219, 220).


Replacement for 2 machines, 219 and 220, extremely poor condition, annual maintenance $20K++



Capital

Purchases

Specialized 220,000 0 0 0 0 0 220,000 0 0 0 14-18-4520-1273 0 0 0

0 220,000 0 0 0 0 0 0 220,000 0 Year Total 0 0 0

0 220,000 0 220,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Roads and Parks - Snowplow/Sander

Additional Snowplow/Sander.


Growth related - new routes.



Capital

Purchases

Heavy Duty 175,000 0 0 0 0 141,417 33,583 0 0 0 14-18-4520-1293 0 0 0

0 175,000 0 141,417 0 0 0 0 33,583 0 Year Total 0 0 0

0 175,000 0 33,583 0 0 141,417 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Traffic - Bucket Truck (99-415)

Traffic Bucket (99-415). Bucket Truck for traffic light maintenance.


Service truck is required to service and maintain the cities traffic lights and signs on a daily basis. As the city grows more and more demand is placed on this asset to replace burnt out stop lights, repair street lights and signs. The unit is to the

point of major overhaul or replacement. Asset life to date costs are $96,631 and repairs last year cost $15,713.



Capital

Purchases

Heavy Duty 0 120,000 0 0 0 0 120,000 0 0 0 0 0 0

120,000 0 0 0 0 0 0 0 120,000 0 Year Total 0 0 0

120,000 0 0 120,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Traffic - Pick-up (01-183)

Quad cab pick up 01-183 for traffic department.


The body on this asset is deteriorating due to corrosion and will need to have significant body work if it is to be kept past its life cycle. Life to date costs are $61,481 with year to date costs of $3932.



Capital

Purchases

Light Duty 0 35,000 0 0 0 0 35,000 0 0 0 0 0 0

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

35,000 0 0 35,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Transit Bus (replacements)

Replacement of 3 transit buses that have exceeded the life cycle.

B. Pirie / G. KaveckasRenewal1259 OPR0285

Asset Renewal, replacement buses have reached (exceeded) life cycle and maintain existing fleet in a state of good repair to meet service levels, avoid major structural repairs that are City funded and maintains existing contractual obligations.

Modern fleet provides Environmental benefits by reducing exhaust pollutants through the use of cleaner engine technology and improves customer satisfaction with reliable buses. Gross cost of five replacement buses in 2011 is $2,250,000,

apply Ontario Gas Tax funding of $742,500 and $606,000 from OBRP payout, net cost $901,500.



Capital

Purchases

Transit 2,250,000 0 0 0 0 0 901,500 0 606,000 742,500 14-17-4200-1259 0 0 0

0 2,250,000 0 0 0 0 606,000 742,500 901,500 0 Year Total 0 0 0


Capital

Purchases

Transit 0 1,350,000 0 0 0 0 904,500 0 0 445,500 14-17-4200-1259 0 0 0

1,350,000 0 0 0 0 0 0 445,500 904,500 0 Year Total 0 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 603,000 0 0 297,000 14-17-4200-1259 0 900,000 0

0 0 0 0 0 0 0 297,000 603,000 0 Year Total 900,000 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 1,206,000 0 0 594,000 14-17-4200-1259 0 1,800,000 0

0 0 0 0 0 0 0 594,000 1,206,000 0 Year Total 1,800,000 0 0


Capital

Purchases

Transit 0 0 0 0 0 0 904,500 0 0 445,500 14-17-4200-1259 0 1,350,000 0

0 0 0 0 0 0 0 445,500 904,500 0 Year Total 1,350,000 0 0

1,350,000 2,250,000 0 4,519,500 2,524,500 606,000 0 0 0 0 Project Total 4,050,000 0


0

Project Description

Rationale



Fleet Services

Water - Backhoe (01-818)

Backhoe replacement 01-818. Rubber tire backhoe for water department.


Due to the age of the machine, breakdowns are becoming more frequent and parts availability is becoming an issue. The operating budget is being affected adversely as a result. Life to date costs $79,155 with yearly costs exceeding $6000.



Capital

Purchases

Specialized 0 135,000 0 135,000 0 0 0 0 0 0 0 0 0

135,000 0 0 0 0 135,000 0 0 0 0 Year Total 0 0 0

135,000 0 0 0 0 0 0 135,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Water - Customer Service Pick-up Truck

Water service truck required to service Cities water system on a daily basis.


Asset is deteriorating rapidly due to corrosion issues and needs to be replaced as the cost of repairs will far exceed the value. Year to date costs of $61,000 and year to date costs of $4200.



Capital

Purchases

Light Duty 0 65,000 0 65,000 0 0 0 0 0 0 0 0 0

65,000 0 0 0 0 65,000 0 0 0 0 Year Total 0 0 0

65,000 0 0 0 0 0 0 65,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Water - Truck (99-180)

Truck replacement 99-180.


Vehicle no longer in service, currently renting unit for $1500/month until a replacement is approved.



Capital

Purchases

Light Duty 45,000 0 0 45,000 0 0 0 0 0 0 14-18-2640-1296 0 0 0

0 45,000 0 0 0 45,000 0 0 0 0 Year Total 0 0 0

0 45,000 0 0 0 0 0 45,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Water - Valve Turner Trailer

Valve turner trailer for valve exercise maintenance.


Purchase in response to Ministry of the Environment guidelines stating that all valves must be exercised and documented. The program has created an increase in the number of valves that need to be exercised. This includes the addition of a

greater number of large valves requiring excercising as dictated by best practices.



Capital

Purchases

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

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

35,000 0 0 0 0 0 0 35,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Water & Wastewater - Pick-up Trucks (14 replacements)

Two Wheel Drive Pick ups (01-151, 01-150, 01-192, 01-168, 01-169, 01-194, 02-1008, 02-1014, 02-1015, 02-1011, 02-1012, 02-1013, 02-1007, 02-118. Pickup trucks for water and waste water department.


Trucks are used for maintenance and testing to keep both sections of the department compliant. The cost of a rental exceeds $1000/month. Average life to date costs $50,000 with annual repair costs of $5000. Cost over the next three years

would exceed $15,000 as opposed to less then $3000 for new units.



Capital

Purchases

Light Duty 0 420,000 0 420,000 0 0 0 0 0 0 0 0 0

420,000 0 0 0 0 420,000 0 0 0 0 Year Total 0 0 0

420,000 0 0 0 0 0 0 420,000 0 0 Project Total 0 0


0

Project Description

Rationale



Fleet Services

Watermain Commissioning

Large pressure pump mounted on trailer for commissioning large diameter and subdivision watermains.

B. PirieAdditional Capacity/Capability1240 OPR0598Project # Temp # Project ManagerProject Type


Capital

Purchases

Specialized 14,643 0 0 14,643 0 0 0 0 0 0 14-18-2640-1240 15,357 0 0

0 14,643 0 0 0 14,643 0 0 0 0 Year Total 0 15,357 0

0 14,643 0 0 0 0 0 14,643 0 0 Project Total 0 15,357


0

Project Description

Rationale



Roads and Parks Operations

Downtown CCTV Cameras

Downtown CCTV cameras.

C. MortonAdditional Capacity/CapabilityOPR0620

CCTV cameras installed to allow for monitoring of Downtown. This can aid in safety for residents.



Capital

Purchases

Roads 0 250,000 0 0 0 0 250,000 0 0 0 0 0 0

250,000 0 0 0 0 0 0 0 250,000 0 Year Total 0 0 0

250,000 0 0 250,000 0 0 0 0 0 0 Project Total 0 0


0

Project Description

Rationale




Oil Grit Separators/Snow Melt

Oil Grit Separators installed at snow melt locations in city to improve stormwater quality and attemt to meet EC and Salt Mgmt. Plan.

J CaplingRenewal1005 OPR0047

Oil Grit Separators are to be installed in areas where melting operations occur to improve quality of water being received into watercourses. This is an important component of due diligence and an environmentally responsible practice.

Consequences of not proceeding with this work could include complaints from the public and scrutiny from MNR that could lead to limited use of snow melter and increased operational costs to haul snow to a snow dump site.



Capital

Purchases

Roads & Parks 173,186 0 0 0 0 0 173,186 0 0 0 14-18-4520-1005 1,896 0 0

0 173,186 0 0 0 0 0 0 173,186 0 Year Total 0 1,896 0

0 173,186 0 173,186 0 0 0 0 0 0 Project Total 0 1,896


0

Project Description

Rationale




Walkway Stairs between Rodney and Collingwood

Replace walkway stairs between Rodney and Collingwood

Craig MortonRenewalOPR0437

The walkway stairs between Rodney and Collingwood streets is on a steep decline on a heavy travelled pedestrian route. The stairs are constructed of timber risers filled with gravel and asphalt on top and does not meet Ontario Provincial

Standards. Over the years the bearing soil and structure has shifted and the timbers have deteriorated leaving the stairs uneven. The height of the risers and depth of the treads are inconsistent and the surface of the treads are full of defects

with trip hazards.



DesignSidewalks 0 40,000 0 0 0 0 40,000 0 0 0 0 0 0

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


Const - Year 1Sidewalks 0 0 0 0 0 0 180,000 0 0 0 0 180,000 0

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

40,000 0 0 220,000 0 0 0 0 0 0 Project Total 180,000 0


0

Project Description

Rationale


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