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06 05 2013 Council AgendaPage THE TOWNSHIP OF ORO- MEDONTE 1. CALL TO ORDER - PRIVATE PRAYER /MOMENT OF REFLECTION: 2. ADOPTION OF AGENDA: a) Motion to Adopt the Agenda. 3. DISCLOSURE OF PECUNIARY INTEREST: COUNCIL MEETING AGENDA CLOSED SESSION ITEMS: COUNCIL CHAMBERS Township o�� Wednesday, June 5, 2013 9:00 a.m. - Closed Session Proud Heritage, Exciting Future 10:00 a.m. - Open Session 1. CALL TO ORDER - PRIVATE PRAYER /MOMENT OF REFLECTION: 2. ADOPTION OF AGENDA: a) Motion to Adopt the Agenda. 3. DISCLOSURE OF PECUNIARY INTEREST: Page 1 of 366 4. CLOSED SESSION ITEMS: a) Motion to go In Closed Session. b) Motion to Rise and Report. c) Doug Irwin, Director of Corporate Services /Clerk, re: Personal matters about an identifiable individual (Recreation Technical Support Group). d) Robin Dunn, CAO, re: Litigation affecting the municipality (Legal Update). e) Robin Dunn, CAO, re: Personal matters about an identifiable individual (Labour Relations). f) Shawn Binns, Director of Recreation and Community Services re: Acquisition /disposition of land (Property Acquisition). 5. MINUTES OF COUNCIL AND COMMITTEES: 5 -24 a) Minutes of Council meeting held on Wednesday, May 22, 2013. 25 -27 b) Minutes of Special Council meeting held on Wednesday, May 29, 2013. 28 -30 c) Minutes of Accessibility Advisory Committee meeting held on Thursday, May 30, 2013. 31 -35 d) Minutes of Recreation Technical Support Group meeting held on Thursday, May 30, 2013. 6. RECOGNITION OF ACHIEVEMENTS: None. 7. PUBLIC MEETINGS: None. Page 1 of 366 Council Meeting Agenda - June 5, 2013. Page 8. DEPUTATIONS: 36 -66 a) Sandra Lee, Project Manager, Local Immigration Partnership, County of Simcoe and Alison Pickard, CEO, United Way and Co -Chair of the Partnership Council, re: Simcoe County Local Immigration Partnership. 67 -68 b) Steve Posluns, Oro Minor Hockey Association, re: Draft Ice Allocation Policy [Refer to Item 10e)]. 9. IDENTIFICATION FROM THE PUBLIC OF AN AGENDA ITEM OF INTEREST: 10. REPORTS OF MUNICIPAL OFFICERS: 69 -72 a) Giuseppe (Joe) Pileggi, Acting Detachment Commander, Barrie Detachment, Ontario Provincial Police, re: Quarterly Statistics. 73 -74 b) Robin Dunn, Chief Administrative Officer, re: Correspondence dated May 21, 2013 from Ministry of Municipal Affairs and Housing, re: Delegation Request Details and Form for the Association of Municipalities of Ontario (AMO) 2013 Annual Conference. 75 -273 c) Report No. TES2013 -11, Jerry Ball, Director of Transportation and Environmental Services, re: Township of Oro - Medonte — New Engineering Standards [Additional correspondence to be distributed at the meeting]. 274 -279 d) Report No. DS2013 -034, Andria Leigh, Director of Development Services, re: Request for Temporary 2nd Dwelling — 327 Line 15 South — Linda Sherwood [Refer to Item 15i)]. 280 -301 e) Report No. RC2013 -12, Shawn Binns, Director of Recreation and Community Services, re: Ice Allocation Policy. 302 f) Doug Irwin, Director of Corporate Services /Clerk, re: Heritage Committee Appointment of Chair and Vice Chair. 11. REPORTS OF MEMBERS OF COUNCIL: 303 a) Mayor H.S. Hughes re: Line 14 North, Old Barrie Road East, Streetlight Question [from the May 22, 2013 meeting]. 12. CONSENT AGENDA: 304 a) Announcements of Interest to the Public: 1. Severn Sound Environmental Association, Open House 2013, Thursday, June 13, 2013, 3- 7p.m., Wye Marsh Wildlife Centre, 16160 Hwy 12 East, Midland. 305 -312 b) Correspondence dated May 15, 2013 from Catherine Blakely, Telecare Distress Line of Greater Simcoe, re: Letter of Appreciation. Staff Recommendation: Receive. Page 2 of 366 Council Meeting Agenda - June 5, 2013. Page 12. CONSENT AGENDA: 313 -314 c) Correspondence dated May 21, 2013 from Keith Sherman, Severn Sound Environmental Association, re: SSEA Plan to Eliminate Deficit. Staff Recommendation: Receive. 315 d) Correspondence received May 24, 2013 from Janis Hamilton, Oro - Medonte Horticultural Society, re: Letter of Appreciation. Staff Recommendation: Receive. 316 -317 e) Correspondence dated May 21, 2013 from Katherine Speirs, Gilda's Club Simcoe Muskoka, re: 6th Annual Lakeside Party, Shanty Bay, June 9, 2013 - 3:00 - 7:00 p.m. Staff Recommendation: Receive. 318 -319 f) Correspondence dated May 30, 2013 from The Honourable Bob Chiarelli, Minister of Energy, re: Stronger Municipal Voice in Renewable Energy Development. Staff Recommendation: Receive. 320 -333 g) Minutes of Orillia Public Library meeting held on April 24, 2013. Staff Recommendation: Receive. 334 -341 h) Minutes of Lake Simcoe Region Conservation Authority meeting held on April 26, 2013. Staff Recommendation: Receive. 13. COMMUNICATIONS: 342 -343 a) Correspondence dated May 21, 2013 from Jim Pfaff, Simcoe Muskoka District Health Unit, re: West Nile Virus Program Planning - 2013. 344 b) Correspondence dated May 24, 2013 from Allan and Linda Baker, re: Heavy Trucks on Township Roads. 345 -346 c) Correspondence dated May 28, 2013 from Andre Gromov, re: Ukrainian Village Water System - Request for Service and Take Over. 347 d) Correspondence dated May 23, 2013 from Sandra Monk, Orillia and District Canadian Club, re: 100th Anniversary High Tea, Hawk Ridge Golf and Country Club, June 19, 2013 - 2:00 - 4:00 p.m. 14. NOTICE OF MOTIONS: None. 15. BY -LAWS: 348 -351 a) By -Law No. 2013 -079 A By -law to Permanently Close and Sell Part of the Road Allowance On Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe. Page 3 of 366 Council Meeting Agenda - June 5, 2013. Page 15. BY -LAWS: 352 b) By -Law No. 2013 -094 A By -law to Amend By -law No. 2011 -028, A By -law to Continue a Recreation Technical Support Group. 353 c) By -Law No. 2013 -095 A By -law to Amend By -law No. 2011 -090, A By -law to Appoint Representatives to the Oro - Medonte Recreation Technical Support Group (RTSG). 354 d) By -Law No. 2013 -096 A By -law to Amend By -law No. 2013 -017, A By -law to Establish a Heritage Committee (Heritage Committee). 355 e) By -Law No. 2013 -097 A By -law to Appoint Representatives to the Oro - Medonte Heritage Committee. 356 f) By -Law No. 2013 -098 Being a By -law to Provide for the Giving and Changing of Names to Highways within the Township of Oro - Medonte (McNutt Road). 357 -358 g) By -Law No. 2013 -099 A By -law to allow a Temporary Use for a Class "A" Dog Kennel On lands described as follows: Part Lot 13, Concession 14, 51R-20687, Part 2, Township of Oro - Medonte, County of Simcoe, (Municipally known as 715 Line 13 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 010- 005 - 20602 -0000. 359 -362 h) By -Law No. 2013 -100 A By -law to Amend By -law 2010 -059, "A By -law to Authorize the Execution of an Subdivision Agreement between the Corporation of the Township of Oro - Medonte and 2008628 Ontario Ltd. ". 363 -365 i) By -Law No. 2013 -101 Being a By -Law to Authorize the Execution of an Agreement between The Township of Oro - Medonte and Linda Sherwood to Allow for Two Dwellings. 16. QUESTIONS FROM THE PUBLIC CLARIFYING AN AGENDA ITEM: 17. CLOSED SESSION ITEMS (UNFINISHED ITEMS): 18. CONFIRMATION BY -LAW: 366 a) By -Law No. 2013 -093 Being a By -Law to Confirm the Proceedings of the Council Meeting held on Wednesday, June 5, 2013. 19. ADJOURNMENT: a) Motion to Adjourn. Page 4 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Staff Robin Dunn, Chief Administrative Officer; Doug Irwin, Director of Present: Corporate Services /Clerk; Andria Leigh, Director of Development Services; Jerry Ball, Director of Transportation and Environmental Services; Donna Hewitt, Director of Corporate & Strategic Initiatives; Shawn Binns, Director of Recreation and Community Services; Hugh Murray, Fire Chief; Derek Witlib, Manager, Planning Services Mayor H.S. Hughes assumed the Chair and called the meeting to order followed by a private prayer /moment of reflection. IqIRL AD 2. ADOPTION OF AGENDA: a) Motion to Adopt the Agenda. Motion No. C130522 -1 Moved by Coutanche, Seconded by Meyer Be it resolved that the agenda for the Council meeting of Wednesday, May 22, 2013 be received and adopted. Carried. Page 1 of 20 Page 5 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 3. DISCLOSURE OF PECUNIARY INTEREST: None declared. 4. CLOSED SESSION ITEMS: a) Motion to go In Closed Session. Motion No. C130522 -2 Moved by Crawford, Seconded by Evans At Be it resolved that we do now go in Closed Session at 3:01 p.m. to discuss • acquisition /disposition of land; • personal matter affecting an identifiable individual. b) Motion to Rise and Report. Motion No. C130522 -3 Moved by Coutanche, Seconder Carried. Be it resolved that we do now Rise at 5:10 p.m. and Report on Closed Session Items 4: c) Shawn Binns, Director of Recreation and Community Services re: Acquisition /disposition of land (Property Acquisition). d) Councillor Lancaster re: Personal matters about an identifiable individual (Recreation Technical Support Group). e) Mayor H.S. Hughes re: Personal matters about an identifiable individual (Heritage Committee). f) Jerry Ball, Director of Transportation and Environmental Services re: Personal matters about an identifiable individual (Transportation and Environmental Services). g) Doug Irwin, Director of Corporate Services /Clerk re: Acquisition /disposition of land (Simcoe Road, Plan 589). h) Doug Irwin, Director of Corporate Services /Clerk re: Acquisition /disposition of land (Small Crescent). Carried. Page 2 of 20 Page 6 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Page 7 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. e) Mayor H.S. Hughes re: Personal matters about an identifiable individual (Heritage Committee). The following staff were present: Robin Dunn, Chief Administrative Officer; Doug Irwin, Director of Corporate Services /Clerk; Jerry Ball, Director of Transportation and Environmental Services. Moved by Coutanche, Seconded by Meyer Be it resolved that the confidential verbal information presented by Jerry Ball, Director of Transportation and Environmental Services re: Personal matters about an identifiable individual (Transportation and Environmental Services) be received. Carried. Page 4 of 20 Page 8 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. g) Doug Irwin, Director of Corporate Services /Clerk re: Acquisition /disposition of land (Simcoe Road, Plan 589). The following staff were present: Doug Irwin, Director of Corporate Services /Clerk. Motion No. C130522 -8 Page 5 of 20 Page 9 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 5. MINUTES OF COUNCIL AND COMMITTEES: a) Minutes of Council meeting held on Wednesday, May 8, 2013. Motion No. C130522 -10 Moved by Crawford, Seconded by Evans Be it resolved that the draft minutes of the Council meeting held on Wednesday, May 8, 2013 be adopted as printed and circulated. A& Carried. a) Robert Belsey, Municipal Law Enforcement Officer re: Successful Completion of Part I - Foundations, Municipal Law Enforcement Officers' Association (Ontario). Motion No. C130522 -12 -qq%;w 411k x Moved by Evans, Seconded by Crawford Be it resolved that Robert Belsey, Municipal Law Enforcement Officer, be recognized, under the Mayor's signature, for the successful completion of Part I - Foundations from the Municipal Law Enforcement Officers' Association (Ontario). VW Carried. Page 6 of 20 Page 10 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Page 11 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 8. DEPUTATIONS: a) Darren Parberry, President and CEO, Metis Transportation Ltd., re: Potential Public Transit. Motion No. C130522 -13 (Amendment) Moved by Lancaster, Seconded by Evans Be it resolved that the motion regarding Darren Parberry, President and CEO, Metis Transportation Ltd., re: Potential Public Transit be amended to add: "And That the Council of the Township of Oro - Medonte supports the initiative of Metis Transportation Ltd. ". Carried Motion No. C130522 -14 Moved by Meyer, Seconded by Coutanche 9. IDENTIFICATION FROM THE PUBLIC OF AN AGENDA ITEM OF INTEREST: Page 8 of 20 Page 12 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 10. REPORTS OF MUNICIPAL OFFICERS: a) Report No. F12013 -11, Paul Gravelle, Director of Finance /Treasurer /Deputy CAO re: Statement of Accounts - April 30, 2013. Motion No. C130522 -16 Moved by Coutanche, Seconded by Meyer received. le Carried b) Report No. HR2013 -02, Tamara Obee, Manager, Health & Safety, Human Resources re: Holiday Shutdown. Motion No. C130522 -17 Page 9 of 20 Page 13 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Page 14 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. e) Report No. DS2013 -29, Andria Leigh, Director of Development Services re: Request for Temporary 2nd Dwelling - 152 Old Barrie Road West, Kevin and Elizabeth Jones [Refer to Item 15b)]. Motion No. C130522 -20 Moved by Coutanche, Seconded by Meyer Page 11 of 20 Page 15 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. g) Report No. DS2013 -31, Andria Leigh, Director of Development Services re: Mount St Louis Moonstone Ski Resort — Temporary Use By -law, 24 Mount St Louis Road West, Part of Lots 11, 12, and 13, Concession 7, Township of Oro- Medonte [Refer to Item 15f)]. Motion No. C130522 -22 Moved by Crawford, Seconded by Evans Page 12 of 20 Page 16 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Page 17 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 11. REPORTS OF MEMBERS OF COUNCIL: a) Mayor H.S. Hughes re: Line 14 North, Old Barrie Road East, Streetlight Question. Motion No. C130522 -27 Moved by Meyer, Seconded by Coutanche Motion No. C130522 -28 'Ne 1% Moved by Crawford, Seconded by Evans Carried. Ap"04%6, x —qq%v c) Mayor H.S. Hughes re: correspondence dated August 19, 2012 from Rene DeMartini, Modco Investments Ltd., re: Block 88, Registered Plan M -367. Motion No. C130522 -29 Moved by Coutanche, Seconded by Meyer Be it resolved 1. That the correspondence dated August 19, 2012 from Rene DeMartini, Modco Investments Ltd., and presented by Mayor H.S. Hughes re: Block 88, Registered Plan M -367 be received. 2. That Council direct staff to proceed with the necessary rezoning. 3. And That the applicable rezoning application fee in the amount of $2,450 be waived. Carried. Page 14 of 20 Page 18 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 12. CONSENT AGENDA: a) Announcements of Interest to the Public: 1. Oro - Medonte Horticultural Society, Spring Plant Sale, Saturday, May 25, 2013, 10:OOam, Oro - Medonte Fairgrounds /Old Town Hall, Line 7 North and 15/16 Sideroad. b) Highlights of the Nottawasaga Valley Conservation Authority meeting held on April 26, 2013. Staff Recommendation: Receive. c) Highlights of Lake Simcoe Region Conservation Authority meeting held on April 26, 2013. Staff Recommendation: Receive. d) Correspondence dated May 7, 2013 from Gayle Wood, Chief Administrative Officer, Lake Simcoe Region Conservation Authority, re: 2013 Budget and Municipal Levies. Staff Recommendation: Receive. e) Policy Update dated May 8, 2013 from Association of Municipalities Ontario (AMO) re: OPP Begins Municipal Consultations on Billing Reform and Other Updates. Staff Recommendation: Receive. Page 15 of 20 Page 19 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 13. COMMUNICATIONS: a) Correspondence received re: Proposed Development of 30 foot lots on Woodland Drive: Motion No. C130522 -31 Moved by Coutanche, Seconded by Mey Page 16 of 20 Page 20 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. c) Correspondence dated May, 2013 from Mario Sergio, Minister Responsible for Seniors re: Request to Proclaim June as "Seniors' Month. Motion No. C130522 -33 Moved by Meyer, Seconded by Coutanche Carried. Is 14. NOTICE OF Q None. Page 17 of 20 Page 21 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 15. BY -LAWS: a) By -Law No. 2013 -083: A By -law to Prohibit Heavy Truck Traffic On A Certain Highway within the Township of Oro - Medonte. b) By -Law No. 2013 -086: Being a By -Law to Authorize the Execution of an Agreement Between the Township of Oro - Medonte and Elizabeth and Kevin Jones to Allow for Two Dwellings. c) By -Law No. 2013 -087: A By -law to Name, Assume and Establish Highways Within the Township of Oro - Medonte (Holick Road). d) By -Law No. 2013 -088: A By -Law to Amend the Zoning Provisions which apply to lands within Part of Lot 20, Concession 8, Part 1, 51 R -33801 (Former Township of Oro), Township of Oro - Medonte (Mills 2012- ZBA -10). IRIL e) By -Law No. 2013 -089: A By -law to allow a Temporary Use for a Meeting Facilities and Motor Homes Sales establishment On lands described as follows: East Part of Lot 16, Concession 14, Parts 1 and 2, on 51 R- 30258, Township of Oro - Medonte, County of Simcoe, (Municipally known as 5071 Highway 11 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 010 -012- 34400. f) By -Law No. 2013 -090: A By -law to allow a Temporary Use for Special Events On lands described as follows: West Part Lot 13, East Part of Lots 11 and 12, and West Part of Lots 11 and 12, Concession 7, Township of Oro - Medonte, County of Simcoe, (Municipally known as 24 Mount St Louis Road West and 5090 Line 7 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 020 - 005 - 01100, 43 -46- 020 - 002 - 14500 -0000, 43 -46- 020 - 002 - 15000 -0000. g) By -Law No. 2013 -092: A By -Law to Adopt the Estimates of all Amounts Required During the Year and For Levying the Tax Rates for the Year 2013. N4 Page 18 of 20 Page 22 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. Motion No. C130522 -35 Moved by Coutanche, Seconded by Meyer Be it resolved that a) By -Law No. 2013 -083: A By -law to Prohibit Heavy Truck Traffic On A Certain Highway within the Township of OroMedonte. b) By -Law No. 2013 -086: Being a By -Law to Authorize the Execution of an Agreement Between the Township of Oro - Medonte and Elizabeth and Kevin Jones to Allow for Two Dwellings. c) By -Law No. 2013 -087: A By -law to Name, Assume and Establish Highways Within the Township of Oro - Medonte (Holick Road). IIVIL d) By -Law No. 2013 -088: A By -Law to Amend the Zoning Provisions which apply to lands within Part of Lot 20, Concession 8, Part 1, 51 R -33801 (Former Township of Oro), Township of Oro - Medonte (Mills 2012- ZBA -10) e) By -Law No. 2013 -089: A By -law to allow a Temporary Use for a Meeting Facilities and Motor Homes Sales establishment On lands described as follows: East Part of Lot 16, Concession 14, Parts 1 and 2, on 51 R- 30258, Township of Oro- Medonte, County of Simcoe, (Municipally known as 5071 Highway 11 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 010 -012- 34400 f) By -Law No. 2013 -090: A By -law to allow a Temporary Use for Special Events On lands described as follows: West Part Lot 13, East Part of Lots 11 and 12, and West Part of Lots 11 and 12, Concession 7, Township of OroMedonte, County of Simcoe, (Municipally known as 24 Mount St Louis Road West and 5090 Line 7 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 020 - 005 - 01100, 43 -46- 020 - 002 - 14500 -0000, 43 -46- 020 - 002 - 15000 -0000. g) By -Law No. 2013 -092: A By -Law to Adopt the Estimates of all Amounts Required During the Year and For Levying the Tax Rates for the Year 2013. be read a first, second and third time, passed, be engrossed by the Clerk, signed and sealed by the Mayor. Carried. Page 19 of 20 Page 23 of 366 5a) Minutes of Council meeting held on Wednesday, May 22... Council Meeting Minutes — May 22, 2013. 16.QUESTIONS FROM THE PUBLIC CLARIFYING AN AGENDA ITEM: 17.CLOSED SESSION ITEMS (UNFINISHED ITEMS): 18.CONFIRMATION BY -LAW: a) By -Law No. 2013 -084: Being a by -law to confirm the proceedings of the Council meeting held on Wednesday, May 22, 2013. Motion No. C130522 -36 Moved by Crawford, Seconded by Evans Ak'4 Be it resolved that By -Law No. 2013 -084, being a by -law to confirm the proceedings of the Council meeting held on Wednesday, May 22, 2013 be read a first, second and third time, passed, be engrossed by the Clerk, signed and sealed by the Mayor. 19.ADJOURNMENT: a) Motion to Adjourn Motion No. C130522 -37 Moved by Meyer, Seconded by Coutanche Be it resolved that we do now adjourn at 7:58 p.m. Mayor, H.S. Hughes Clerk, J. Douglas Irwin Carried. Carried. Page 20 of 20 Page 24 of 366 5b) Minutes of Special Council meeting held on Wednesday... 7'ou�resJrip a! �����/ Prond Hrrirqr, Extiring Fnrurr Wednesday, May 29, 2013 THE TOWNSHIP OF ORO- MEDONTE SPECIAL COUNCIL MEETING MINUTES Council Chambers 2010 -20 "' __...._.. Present: Mayor H.S. Hughes Deputy Mayor Ralph Hough Councillor Mel Coutanche Councillor Kelly Meyer Councillor Marty Lancaster Councillor John Crawford Councillor Dwight Evans TIME: 7:03 p.m. Staff Robin Dunn, Chief Administrative Officer; Jerry Ball, Director of Present: Transportation and Environmental Services; Donna Hewitt, Director of Corporate & Strategic Initiatives; Tamara Obee, Manager Health & Safety, Human Resources; Lisa McNiven, Manager, Transportation Services; Janette Teeter, Deputy Clerk; Samah Othman, Executive Assistant, Corporate Communications Specialist; Bonnie McPhee, Human Resources Assistant, Hugh Murray, Fire Chief; Rob Jermey; Deputy Fire Chief; Angela Bateman, HR Coop Student Also Eric & Cathy Douglas, Randy & Lori Wuensch, Michael Manastersky, Present: Brent Cordingly, Andy McNiven, Barb Bowman, Bob & Jan bowman, Robert Belsey, Dave Britton, Joe Jolie, Roy Mandeville, Murray Langman, Tim & Katja Bowman and Family, Leslie Bowman & Kids, Dan Tinney, Harold Shelswell, Dean Mawdsley, Ray Mcledo & Family, Bruce Campbell, Jim Crawford, Ian Wakeman, Diane Cuppage, John Cuppage, George Lucas, Rick Colacci, Murray McDonnell ASAAW 1. CALL TO ORDER - PRIVATE PRAYER /MOMENT OF REFLECTION: Mayor H.S. Hughes assumed the Chair and called the meeting to order followed by a private prayer /moment of reflection. Page 1 of 3 Page 25 of 366 5b) Minutes of Special Council meeting held on Wednesday... Special Council Meeting Minutes — May 29, 2013. 2. ADOPTION OF AGENDA: a) Motion to Adopt the Agenda. Motion No. SC130529 -1 Moved by Meyer, Seconded by Crawford Be it resolved that the agenda for the Special Council meeting of Wednesday, May 29, 2013 be received and adopted. AIM 3. DISCLOSURE OF PECUNIARY INTE None declared. 4. RECOGNITION OF RETIREMENTS: Carried. Mayor H.S. Hughes and members of Council recognized the following Employee and Fire Fighter: a) Eric Douglas, Transportation Services (North Yard). b) District Chief Robert (Bob) Bowman, Station 1 Shanty Bay, Fire & Emergency Services. 5. CONFIRMATION BY -LAW: a) By -Law No. 2013 -091: Being a by -law to confirm the proceedings of the Special Council meeting held on Wednesday, May 29, 2013. Motion No. SC130529 -2 Moved by Lancaster, Seconded by Hough Page 2 of 3 Page 26 of 366 5b) Minutes of Special Council meeting held on Wednesday... Special Council Meeting Minutes — May 29, 2013. 6. ADJOURNMENT: a) Motion to Adjourn. Motion No. SC130529 -3 Moved by Lancaster, Seconded by Coutanche Mayor, H.S. Hugh Deputy Clerk, Janette Carried. Page 3 of 3 Page 27 of 366 5c) Minutes of Accessibility Advisory Committee meeting ... THE TOWNSHIP OF ORO- MEDONTE ACCESSIBILITY ADVISORY COMMITTEE 7'n h' )f Robinson Room Proud Heritage, Exrifing Fruurc Thursday, May 30, 2013 TIME: 9:02 a.m. 2010 - 2014 COUNCIL Present Staff Present Also Present: 1. ADOPTION OF AGENDA a) Motion to Adopt the Agenda. Motion No. AAC130530 -1 Moved by Taber, Seconded by Hazlett It is recommended that the agenda for the Accessibility Advisory Committee meeting of Thursday, May 30, 2013 be received and adopted. Carried. 2. DISCLOSURE OF PECUNIARY INTEREST None declared. 3. ADOPTION OF MINUTES OF PREVIOUS MEETING: a) Minutes of Accessibility Advisory Committee meeting held on Thursday, January 31, 2013. Motion No. AAC130530 -2 Moved by Brierley, Seconded by Hazlett It is recommended that the draft minutes of the Accessibility Advisory Committee meeting of Thursday, January 31, 2013 be adopted as printed and circulated. Carried. Page 1 of 3 Page 28 of 366 5c) Minutes of Accessibility Advisory Committee meeting ... Accessibility Advisory Committee Minutes — Thursday, May 30, 2013. 4. PRESENTATIONS: None. 5. COMMUNICATIONS: a) Correspondence dated February 14, 2013 from Mayor H.S. Hughes, re: Public Consultation on Building Code Accessibility Requirements. Motion No. AAC130530 -3 Moved by Taber, Seconded by Brierley It is recommended that the correspondence dated February 14, 2013 from Mayor H.S. Hughes, re: Public Consultation on Building Code Accessibility Requirements be received. 1;6k Carried. It is recommended that the verbal information presented by Donna Hewitt, Director of Corporate and Strategic Initiatives, re: Draft Employment Standards / Policies be received. Carried. c) Marie Brissette, Committee Coordinator, re: Facilities Audit Checklist. Motion No. AAC130530 -5 'i Moved by Brierley, Seconded by Hazlett It is recommended that the verbal information presented by Marie Brissette, Committee Coordinator, re: Facilities Audit Checklist be received. Carried. Page 2 of 3 Page 29 of 366 5c) Minutes of Accessibility Advisory Committee meeting ... Accessibility Advisory Committee Minutes — Thursday, May 30, 2013. d) Marie Brissette, Committee Coordinator, re: Terms of Reference. Motion No. AAC130530 -6 Moved by Taber, Seconded by Brierley It is recommended that the information presented by Marie Brissette, Committee Coordinator, re: Terms of Reference be received. Carried. e) Marie Brissette, Committee Coordinator, re: Staff Participation in Discussion Groups regarding Accessibility. Motion No. AAC130530 -7 Moved by Hazlett, Seconded by Taber It is recommended that the verbal information presented by Marie Brissette, Committee Coordinator, re: Staff Participation in Discussion Groups regarding Accessibility be received. 11110k, 1qEW 6. ANNOUNCEMI None. 7. NEXT MEETIN Moved by Brierley, Seconded by Hazlett It is recommended that we do now adjourn at 10:15 a.m. Carried. Carried. Councillor Lancaster, Chair Marie Brissette, Committee Coordinator Page 3 of 3 Page 30 of 366 5d) Minutes of Recreation Technical Support Group meetin... 0 io!/ r•riiJ�0 Proud Hrrihrgr, Exriring F -midre THE TOWNSHIP OF ORO- MEDONTE RECREATION TECHNICAL SUPPORT GROUP MEETING MINUTES Council Chambers Staff: Also Present: Shawn Binns, Director of Recreation and Community Services Marie Brissette, Committee Coordinator Ann Budge 1. ADOPTION OF AGENDA a) Motion to Adopt the Ag Motion No. RTSG130530 Moved by Regelink, Seconded by Dunca %h:o It is recommended that the agenda for the Recreation Technical Support Group meeting of Thursday, May 30, 2013 be received and adopted. Carried. 2. DISCLOSURE OF PECUNIARY INTEREST None declared. Page 1 of 5 Page 31 of 366 5d) Minutes of Recreation Technical Support Group meetin... Recreation Technical Support Group Minutes — Thursday, May 30, 2013. 3. ADOPTION OF MINUTES OF PREVIOUS MEETING: a) Minutes of the Recreation Technical Support Group meeting held on Thursday, April 25, 2013. Motion No. RTSG130530 -2 Moved by Regelink, Seconded by Wilson It is recommended that the draft minutes of the Recreation Technical Support Group meeting held on Thursday, April 25, 2013 be adopted as printed and circulated. Carried. 4. DEPUTATIONS: None. 5. COMMUNICATIONS: ow Moved by Barlow, Seconded by Regelink It is recommended that the information presented by Shawn Binns, Director of Recreation and Community Services, re: Draft Active Transportation Framework be received. Carried. Page 2 of 5 Page 32 of 366 5d) Minutes of Recreation Technical Support Group meetin... Recreation Technical Support Group Minutes — Thursday, May 30, 2013. c) Councillor Lancaster, re: Next Steps - Active Transportation Motion No. RTSG130530 -4 Moved by Duncan, Seconded by Wilson It is recommended that the verbal information presented by Councillor Lancaster, re: Next Steps - Active Transportation be received. Carried d) Report No. RC2013 -09, Shawn Binns, Director of Recreation and Community Services, re: Strategic Facility Plan Implementation. Motion No. RTSG130530 -5 4< Moved by Duncan, Seconded by Wilson Page 3 of 5 Page 33 of 366 5d) Minutes of Recreation Technical Support Group meetin... Recreation Technical Support Group Minutes — Thursday, May 30, 2013. f) Shawn Binns, Director of Recreation and Community Services, re: Copeland Forest Stewardship Committee Update. Motion No. RTSG130530 -7 Moved by Duncan, Seconded by Barlow It is recommended that the verbal information presented by Shawn Binns, Director of Recreation and Community Services, Ted Duncan and Tom Wilson, re: Copeland Forest Stewardship Committee Update be received. Carried. It is recommended that the verbal information presented by Councillor Lancaster, re: Simcoe County Transportation & Health Services Transformation be received. Carried. 40% m h) Correspondence dated May 27, 2013, from the County of Simcoe, Economic Development, re: County of Simcoe Cultural Plan Initiative. Motion No. RTSG130530 -9 qq%7 Moved by Duncan, Seconded by Wilson It is recommended that the correspondence dated May 27, 2013, from the County of Simcoe, Economic Development, re: County of Simcoe Cultural Plan Initiative be received. IV Carried. Page 4 of 5 Page 34 of 366 5d) Minutes of Recreation Technical Support Group meetin... Recreation Technical Support Group Minutes — Thursday, May 30, 2013. 6. NEXT MEETING DATE Thursday, June 27, 2013 at 7:00 p.m. 7. ADJOURNMENT a) Motion to Adjourn. Motion No. RTSG130530 -10 It is recommended that we do now adjourn at 9:35 p.m. Carried. Marie Brissette, Committee Coordinator Page 5 of 5 Page 35 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... rU� i�;. REQUEST FOR DEPUTATION BEFORE COUNCIUCOMMITTE i�r�v;���v�te Proud lfewgte, Ezcitlnp Fw w Any written or electronic submissions and background information for consideration by Council /Committee must be submitted to the Clerk by 4:30 pm on the Wednesday of the week prior to the preferred meeting. Electronic submissions should be submitted in Microsoft PowerPoint /Microsoft Word format. '1/ Preferred Meeting and Date: ()n 2-0 j I am requesting deputation to speak: a) ❑ on my own behalf; or b) (ion behalf of a group / organization / association, if b), please state name of group/ organization /association below. X51 me ee. ('o )VAU Kcal -, rti;a rah tv�n �fr�-v,�c lf, . n 1 would like to use: 13- projector 19 laptop Name(s) of Speaker(s) A deputation wishing to appear before Council/Committee shall be limited to no more than two (2) speakers with a total speaking time of not more than ten (10) minutes. I ab Subject of Presentation Please describe below, the subject matter of the requested presentation in sufficient detail, to provide the Township a means to determine its content and to assess its relative priority to other requests for presentation. Weight will be given to those requests that provide more detailed descriptions of the content of the presentation, particularly defining how the subject matter aligns with Council's Mandate. Please note, if you intend to include handouts or a presentation using electronic devices, one (1) copy of any electronic presentation and fifteen (15) hard copies of the presentation including any handouts and are to be delivered to the Clerk's Office in accordance with the guidelines for Deputations/Delegations outlined in the Township's Procedural By -law. SR e. �tft- Arhecl t- Pats} r' ()+U of SmCC�e C C&is Reason why this presentation is important to Council and to the municipal* dg,P� of —T7 C g0Ur Commvrnlr" Date of Request: Signature(s) of Speakers):_ C Q Telephone: Email: • (-e. 0 51MC0 & Note: Additional material may be circulated / presented at the time of the deputation. Scheduling will be at the discretion of the Clerk, and will be confirmed. There are no guarantees that by requesting a certain date(s) your deputation will be accepted, as prior commitments may make it necessary to schedule an alternate date suggested by the Clerk. Personal information on this form is collected under the legal authority of the Municipal Act, S.O. 2001, c.25 as amended. The information is collected and maintained for the purpose of creating a record that is available to the general public pursuant to Section 27 of the Municipal Freedom of Information and Protection of Privacy Act Questions about this collection should be directed to the Clerk's Office, The Corporation of the Township of Oro-Madonte, 148 Line 7 South, Box 100, Oro, Ontario, LOL 2X0. 01/2011 Page 36 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Joh A Local Immigration Partnership Community Settlement Strategy 7 , Funded by: Finance par: Citizenship and Citoyennete et Immigration Canada Immigration Canada Page 37 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Table of Contents n SOCIAL AND COMMUNITY SERVICES Message from the Chief Administrative Officer 2 Message from the Partnership Council 3 Simcoe County Local Immigration Partnership Members 2011/2012 4 Acknowledgements 6 Background 7 Process 8 Community Profile 8 Simcoe County Immigration Facts 2006 (Census Data, 2006) 10 Introduction to Community Settlement Strategy Themes 11 READINESS Strengthen basic public services to promote retention 12 OPPORTUNITY Promote employment and business opportunities 14 CELEBRATE Demonstrate a supportive environment and celebrate diversity 16 INSPIRE Empower newcomers to contribute to local leadership capacity 17 Communitv Plan 19 SlNiW _y `�- LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 38 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Page 39 of 366 n SOCIAL AND COMMUNITY SERVICES Message from the Chief Administrative Officer The County of Simcoe is no stranger to growth, and as we continue to welcome new residents to the region, County Council knew essential steps were needed to ensure our newest residents feel welcome and at ease as they establish roots in their new surroundings. By embracing newcomers, communities can benefit from an enhanced labour force, economic development opportunities, increased cultural exposure, and a larger tax base. That is why the County of Simcoe was extremely pleased to have been approached by Citizenship and Immigration Canada in April 2011 to establish our own Local Immigration Partnership (LIP). The County's LIP supports the development of local partnerships and community- based planning around the needs of newcomers. Through the LIP we hope to improve access to, and co- ordinate effective services that facilitate immigration settlement and integration, improve access to labour markets for immigrants, and strengthen local capacity to integrate immigrants. According to the 2006 census — the most recent demographic statistics available for information based on ethnicity — more than 51,000 of 417,000 residents within Simcoe County (including the separated cities of Barrie and Orillia) identified themselves as immigrants. Of those newcomers, nearly 3,500 had arrived in Canada in the previous five years. Since its establishment, our LIP has been busy drafting a three -year settlement strategy and action plan for the County of Simcoe, which you now hold in your hand. A lot of hard work and dedication have gone into this strategy, including focus groups with new immigrants in the area, a community planning day, and extensive consultations with key partners and stakeholders. We are already seeing the benefits of County Council's forethought and LIP's hard work, and I look forward to what will come next once the settlement strategy is finalized. Mark Aitken Chief Administrative Officer I County of Simcoe © LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY SIMCOEA ,,001`m Page 39 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Message from the Partnership Council The Simcoe County Local Immigration Partnership Council is pleased to unveil a vision that lays the cornerstone for the development of a welcoming and diverse community. This plan provides our community a pathway to prepare to successfully welcome, integrate and retain the growing numbers of newcomers in our communities representing the changing mosaic of Canadian culture. The demographics in our communities are changing, and an aging baby boom population in our workforce necessitates the attraction of experienced and skilled workers who will replace the looming exodus of workers supporting our local economy. The Partnership Council members will be leaders in the implementation of this plan; working with community members to develop local solutions and new initiatives supporting the development of a diverse and welcoming community. �1 Alison Pickard Executive Director United Way Partnership Council Co -Chair Richard Milne Councillor County of Simcoe Partnership Council Co -Chair n SOCIAL AND COMMUNITY SERVICES "Whether we live together in confidence and cohesion; with more faith and pride in ourselves and less self -doubt and hesitation; strong in the conviction that the destiny of Canada is to unite, not divide; sharing in co- operation, not in separation or in conflict; respecting our past and welcoming our future." Lester Pearson � r LOCAL IMMIGRATION PARTNERSHIP SIMCOE IGy = COMMUNITY SETTLEMENT STRATEGY Page 40 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... n Simcoe County Local Immigration Partnership -�El Mow Members 2011/2012 SOCIAL AND COMMUNITY SERVICES Judy Adams Edie Albisser Heather Bebb Darlene Brown Pierre Casault Deb Crawford Mac Greaves Regional Advisor Settlement Officer - York Executive Director Vice - President, Enterprise Bridge Translations Directeur general Service Delivery Manager Associate Dean Susan Green Director Albert Henriques Executive Director Vicki Howard Family Services Manager Rebecca James -Reid Director of Strategic Initiatives Jennifer La Chapelle CEO Robert Lamb Manager Dan Landry Manager Susan Laycock Executive Director Richard Lecours Settlement Operations Manager Sandra Lee Project Manager Matt McCann Principal, Continuing Education *Rick Milne Councillor, Deputy Mayor Jamie Moran Director Isabel Oliveira Administrator Carl Persaud Consultant Suzana Petrov President and Facilitator Partnership Council Co -Chair LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Ontario Ministry of Citizenship and Immigration Canada Immigration and Citizenship Catholic Family Services of Simcoe County Social Enterprise for Canada Le CIe d'la Baie en Huronie Ministry of Training, Colleges & Universities Aboriginal Studies, Apprenticeship, Community and Government Programs, Georgian College Newcomer Services YMCA South Georgian Bay Community Health Centre Simcoe Community Services City of Barrie Clearview Public Library Economic Development - County of Simcoe Economic Development - City of Orillia Simcoe Muskoka Workforce Development Board Citizenship and Immigration Canada Local Immigration Partnership, County of Simcoe Simcoe Muskoka Catholic District School Board County of Simcoe, Township of New Tecumseth Ontario Works, County of Simcoe Bradford Immigrant and Community Services (BICS) Turning Points Group International Newcomers Group �r S1MCOEA r� Page 41 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... n Simcoe County Local Immigration Partnership ter. Members 2011/2012 SOCIAL AND COMMUNITY SERVICES *Alison Pickard Susan Plewes Irena Pozgaj Paul Sloan Amy Speers Gail Webster Patricia Whittington CEO Director, Integrated Health System Design Research Analyst Superintendent Branch Manager Inspector Manager Kathy Willis Executive Director Rosemary Holt Project Co- ordinator Robyn Wisken Project Co- ordinator Alternate Members Janine Harris Wheatley CEO Tatiana Khrystynko Program Co- ordinator Gabrielle Maurice Health Promotion Co- ordinator Catherine Oosterbaan Economic Development Officer —Now .r S1MC■O�E �i;j United Way of Greater Simcoe County North Simcce Muskoka Local Health Integration Network County of Simcoe Simcoe County District School Board Scotiabank -Yonge and Minets Point OPP Central Region Government and Employment Programs, Georgian College Huronia Transition Homes Local Immigration Partnership, County of Simcoe Local Immigration Partnership, County of Simcoe Essa Public Library The Barrie Learning Centres and Newcomer Welcome Centre CSC CHIGAMIK Community Health Centre County of Simcoe LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 42 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Acknowledgements n SOCIAL AND COMMUNITY SERVICES The Simcoe County Local Immigration Partnership thanks the community for the tremendous response and feedback that took place to inform the development of this plan. The Local Immigration Partnership Council would like to thank: County Council for its foresight in supporting the development of the Local Immigration Partnership and subsequent activities and for its endorsement of this strategy The community members, institutions, agencies, boards and organizations that participated in consultations, online surveys, focus groups, and key informant interviews The Municipalities of Adjala - Tosorontio, Bradford West- Gwillimbury, Clearview, Collingwood, Essa, Innisfil, Midland, New Tecumseth, Oro - Medonte, Penetanguishene, Ramara, Severn, Springwater, Tay, Tiny, Wasaga Beach, and the separated cities of Barrie and Orillia. Within these municipalities, numerous departments worked with the Local Immigration Partnership to provide input and consider shared information for their own planning processes • The Simcoe Muskoka Workforce Development Board for the activities it has already started to implement prior to the release of this Plan The community members who have chosen to participate on the six sub - councils: education, employment, welcoming communities, human services, settlement, and business development The dedicated community leaders who have given their time to participating on the Partnership Council Citizenship and Immigration Canada for its financial support of the Local Immigration Partnership, and the development of this strategy The Provincial Ministry of Citizenship and Immigration for its interest in the Simcoe County Local Immigration Partnership and funding to support the development of an immigration portal for Simcoe County Ontario Ministry of Agriculture, Food, and Rural Affairs for CIRRO training and the launch of the community attractiveness tool. LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY �r S1MCOEA rw Page 43 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Background The County of Simcoe started the initial phases of a Local Immigration Partnership in 2011. i Letters of introduction were sent to community members, and an invitation was extended to participate on the Simcoe County Local Immigration Partnership Council. The Partnership Council is comprised of numerous community leaders, including representatives from Georgian College, Simcoe County District School Board, Simcoe Muskoka Catholic District School Board, Simcoe Muskoka Workforce Development Board, Ontario Provincial Police, libraries, economic development offices, municipalities, politicians, North Simcoe Muskoka Local Health Integration Network, Community Health Centres, Francophone organizations, shelters, housing, family counselling and supports, settlement services, employment services, Ministry of Citizenship and Immigration, Ministry of Training, Colleges and Universities, Citizenship and Immigration Canada, and the United Way of Greater Simcoe County. An extensive literature review pointed the Simcoe County Local Immigration Partnership to consider the development of sub - councils. The sub - councils emerged during the first year of the Local Immigration Partnership, and each group is at varying stages of development. The Simcoe County LIP Sub - councils include: • Business Development • Education • Employment • Human Services • Settlement Welcoming Communities The Partnership Council is responsible for providing community leadership in the development of the settlement strategy, and the subsequent recommendations. The sub - councils are working groups that have established realistic priorities and considered pathways to encourage the adoption of new initiative;; Simultaneously, the Simcoe County Local Immigration Partnership engaged in a community consultation and research process to identify issues and barriers impeding immigrants, success. This research has led to the establishment of a number of priorities and a subsequent set of recommendations that form this settlement strategy. —won.. S1MC■OOEE AP FrA LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 44 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Process Research was a major focus of the Local Immigration partnership during 2011 -12. The County of Simcoe engaged Millier Dickinson Blais Inc. to facilitate and guide the research activities framing this report. The research was launched with a community consultation attended by approximately 90 individuals representing 60 organizations across Simcoe County. Key informant and focus groups (nine with immigrants, two with ethno - cultural and faith -based organizations, one with service delivery organizations, and seven with employers) took place. Two on -line surveys were distributed to the community: one targeting service providers, and the other distributed through ethno - cultural and Community Profile The immigrant newcomer population in the Simcoe County area has continued to increase over the past several years. The County of Simcoe is awaiting the release of 2011 census data tables in 2013 that provide a current reflection of newcon living in our communities. Through qt research, we have learned there is an it visible minority population, and mainsi service providers report increased imn client populations. Settlement patterns in Simcoe Count differ from other areas of Ontario. The number of immigrants who are arriving directly to Simcoe County from their country of origin is modest in comparison with other metropolitan areas, such as the Greatei Toronto Area. Most newcomers choos, to reside in the County of Simcoe as a secondary or tertiary migratory pathw n SOCIAL AND COMMUNITY SERVICES faith -based organizations for newcomers. This research provided a rich qualitative context for the quantitative data available for the Simcoe County area. In 2013, Statistics Canada will release 2011 census and national household data that will provide a more recent snapshot of Simcoe County's immigrant population. The research also included a scan of practices and learning from other regions of Ontario, providing insight into the possibilities of community responses. Recommended action items were further aligned with priorities being established through the six sub - councils. These priority areas reflect identified actions by community members that seem realistic in today's working environment. Population projections for growth for the Simcoe County area indicate the majority of population growth will be attributed to intraprovincial migration — Ontario residents who choose to move to ' Statistics Canada 2011 Census Data Release z Draft Official Plan June 2012 County of Simcoe, pg.12 LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Punty from another part of Ontario. ion in Simcoe County in 2011 was and projected to be 667,000 by 2012 -2013, the Ministry of Finance lore than 5,000 new residents will mcoe County. ese numbers will increase yearly, Lh the annual provincial migration reaching almost 8,500 by 2036. By 2036, almost all new population growth will be derived from intraprovincial migration, as an aging baby boom population contributes to increasing numbers deaths, minimizing the annual ural increase projection. Continued on Page 9 'Ontario Ministry of Finance, Population Projections, March 2011 �r S1MCOEA rw Page 45 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Community Profile Continued from Page 8 The Municipalities of the City of Toronto, Peel Region, and York Region comprised 38% of the provincial population in 2011. These municipalities are adjacent to the County of Simcoe and within commuting distance. It is logical to expect a large percentage of the intraprovincial migration resulting in population growth in Simcoe County will come from these three municipalities. The table below outlines the immigrant populations in these three municipalities in 2006. City of Toronto 49,4 %4 Peel Region 48,4 %5 York Region 42,6 %6 Immigration numbers continue to grow in the City of Toronto, Peel Region and York Region, and the County of Simcoe can expect to welcome more immigrants as they consider lifestyle and employment opportunities outside the Greater Toronto Area (GTA). The County of Simcoe expects increasing populations from these municipalities will mirror t ethnic diversity of residents living in these region; The GTA represents a blend of cultures, with Chinese, Italian, East Indian and Canadian identifiE amongst the top five ethnicities in each of these communities in 2006. Simcoe County Statistical Data Immigrant Population 12.3% (51,335 residents)' • 18.1 % increase of immigrants from 2001 to 2006 (absolute numbers)" • Largest number of well established n SOCIAL AND COMMUNITY SERVICES immigrants* in rural Ontario (based on absolute numbers)9 Third largest number of well - established immigrants as a percentage for all rural census divisions in Ontario" "The predominantly rural region of Ontario with the greatest absolute number of new immigrants was Simcoe County, situated north of Toronto and including the cities of Barrie and Orillia. In this case, it appears that many new immigrants were following the Canadian -born and contributing to making Barrie the fastest growing city in Canada in 2006. The number of new immigrants who resided there was 3,414." Rural and Small Town Canada Analysis Bulletin June 2009 VoL.8, No.2, page 23 -24 4, s, e Statistics Canada 2006 T1 2006 Census Statistics Canada 97- 557- XCB2006015 e,,o "Rural and Small Town Canada Analysis Bulletin" June 2009, VoL.8, No.2, (page 19) Well- established immigrants refers to people who arrived to Canada Previous to 1986 �.r S1MC■OOEE LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 46 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Page 47 of 366 n Community Profile SOCIAL AND COMMUNITY SERVICES Ontario Rural Census Number of .1 -1 Percent of 1 . Established Divisions 1 . Immigrant Population 3,455 175 Dufferin County 12,60% 5,112 9.5% 90 1,425 12,40% Northumberland County 2,065 7,920 9.0% 12,20% Ramara 1,090 Simcoe County 1,120 36,635 8.8% 2,050 25 Established Immigrant: refers to an immigrant who has arrived in Canada between 1986 and 1995 10,30% Orillia .....ounty Immigration Far"- 9-006 (Census Data, 2006) 85 3,050 Municipality Immigrants Non-Permanent Total Foreign Born 9,90% % 1 Population 1,715 20 1,735 9,90% Residents Population 1,480 Foreign :1 Tay 840 Bradford West Gwillimbury 4,885 75 Essa 4,960 110 20,50% 8,50% Clearview Wasaga Beach 3,040 80 7,60% 3,120 525 20,30% 570 6,10% Barrie 16,740 690 52,945 17,430 13,20% Tiny 1,415 0 1,415 13,10% Innisfil 4,060 100 4,155 13,00% New Tecumseth Note: Totals may not add due to random rounding. Immigrant population: Refers to people who are, or have been, landed immigrants in Canada. A landed immigrant is a person who has been granted the right to live in Canada permanently by immigration authorities. Some immigrants have resided in Canada for a number of years, while others have arrived recently. Most immigrants are born outside Canada, but a small number were born in Canada. Non - permanent residents: Refers to persons from another country who, at the time of the census, held a Work or Study Permit or who were refugee claimants, as well as family members living with them in Canada. Total Foreign Born Population: Immigrant population + non - permanent residents m LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY S1MC/ Page 47 of 366 3,455 175 3,630 12,60% Adjala- Tosorontio 1,335 90 1,425 12,40% Collingwood 2,065 10 2,080 12,20% Ramara 1,090 30 1,120 11,60% Oro- Medonte 2,050 25 2,080 10,30% Orillia 2,960 85 3,050 10,10% Severn 1,185 20 1,200 9,90% Springwater 1,715 20 1,735 9,90% Midland 1,450 25 1,480 9,10% Tay 840 10 845 8,60% Essa 1,440 110 1,545 8,50% Clearview 1,050 35 1,090 7,60% Penetanguishene 525 40 570 6,10% Total for Simcoe County 51,335 1,610 52,945 12.3% Page 47 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Themes n SOCIAL AND COMMUNITY SERVICES This section outlines four themes that represent the most common challenges facing newcomers in Simcoe County: readiness, opportunity, celebrate, and inspire. The themes emerged from the research and community consultations directed by the Local Immigration Partnership. The themes provide a blueprint for establishing Simcoe County as a welcoming community. �I l Empower newcomers to contribute to L local leadership t capacity Provide employment and business opportunities 00007 C�� -Now S1MC■O�E �i;j N services to promote retention Supportive environment reflected through celebration of diversity., LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 48 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... n SOCIAL AND Readiness COMMUNITY SERVICES lltreiigthen basic public services to promote retention GOAL Attract and retain newcomers to Simcoe County by developing dynamic public services that meet their needs ntil recently, most organizations in Simcoe County had not considered the impact of New Canadians on service delivery models, as a consumer base for the private sector, or as a solution for labour force needs. In the past year, since the County of Simcoe received funding from Citizenship and Immigration Canada for a Local Immigration Partnership in this part of Ontario, planning for newcomers' needs is starting to F be considered in our communities. The County has worked conscientiously with community partners to raise awareness and strengthen community services for Francophone and First Nation, Metis, and Inuit populations. Momentum for a climate of inclusivity for these population groups has been driven by incorporated not - for - profit agencies that have a primary vision and mandate to support the development of programs and services for these population groups. Leaders have worked diligently to raise awareness of the needs of the clients they serve. I Continued on Page 13 "Everything is a lot better for me now that I am learning English. I feel a lot more confident. I feel more comfortable doing things in town." Newcomer from Vietnam ®LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY "The libraries are a place to experience culture, connect with the community and locate local services and programs. By linking newcomers to the information they need to succeed, the libraries are helping to build a strong and vibrant community.,, Christopher Vanderkruys Barrie Public Library �r S1MCOEA r� Page 49 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Readiness Streiigthen basic public services to promote retention Continued from Page 12 The advocacy work is by no means com continuing to profile the needs of these p they are better positioned for strategic ac A comparable advocacy system does not E populations in Simcoe County. Despite the fact the foreign born popuh 12.3% of the population in 2006, existing faith -based organizations are at an early s At this time, newcomer populations are considered in the planning processes of many mainstream service delivery organizations. This was reinforced through the consultation and research process the County of Simcoe Local Immigration Partnership embarked on in 2011/2012. Many key stakeholders expressed concern about the lack of public and social services designed to provide support for newcomers to the community. In particular, public transportation, employment services, affordable housing, accessibility to culturally appropriate health -care and educational facilities was routinely discussed by both service providers and newcomers. In some cases, further research revealed services were in place, indicating a strong improved information, referral and commi both directly to newcomers and amongst se providers. It is important the settlement strategy full engagement and promotion of progr services available to newcomers and supp the development of relationships across s providers so that the efficacy and efficient programming are maximized. —won .r S1MC■OOEE n SOCIAL AND COMMUNITY SERVICES LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 50 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... n Opportunity SOCIAL AND COMMUNITY SERVICES "romote employment and business opportunities GOAL Attract immigrants to Simcoe County to meet labour force needs and match economic opportunities 0 verwhelmingly the research and consultations revealed that the most important aspect of community integration for newcomers was the ability to secure meaningful employment. Most newcomers interviewed in this process were significantly under - employed, and in some cases, had been unable to enter the labour market. There are many newcomers currently living in Simcoe County who possess credentials and work experience that far exceed the level of employment they have been able to obtain. The private sector has a role to play in promoting employment, business opportunities and prospects in the County. The research conducted over the last year highlighted significant challenges newcomers experience in having employers recognize education and work experience obtained outside of Canada. Continued on Page 15 149111111,111, �i mLOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY "I was a mechanical engineer in India but when I came here I could not get a job. To get a licence as an engineer in Ontario is hard. I began taking college courses because I knew it would help me. Now I work full time as a quality engineer." Newcomer from India �r S1MCOEA r� Page 51 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Opportunity Promote employment and business opportunities Continued from Page 14 Missed opportunities to employ newcomers' skills and education may have resulted in lost business investments and expansion in the County of Simcoe. Newcomers and immigrants can improve business competitiveness by offering unique perspectives and approaches that differ from a primarily Canadian educated and trained labour force. n SOCIAL AND COMMUNITY SERVICES "Having people who understand the different cultures, protocols and best practices on your staff team is a big bonus. It opens the doors for you ... we are really looking at a local setback unless we embrace newcomers into our community and workforce." Further, in a growing global economy, newcomers Susan Laycock can potentially improve connections with customers Executive Director and diverse client markets, through the ability to Simcoe Muskoka Workforce Development Board communicate with customers in their preferred language and their understanding of international business models. Developing a diverse workforce will be of greater importance to the local business industry, as changes to the consumer base reflect the changing demography of Canada and Ontario. The changing demography of the Province of Ontario will also change the portrait of consumers with disposable income There is an important relationship between educational attainment and purchasing power." T educational levels of many immigrants suggest tl capacity to purchase will increase as they gradual attain employment positions that match their edui and experience. Marketing and advertising needs to adapt to ref changing consumers. Many stakeholders indicate( the need to create one -stop information sources fc newcomers and immigrants. These resources could facilitate the exchange of information between the labour demand and supp components of the labour market, and promote the County of Simcoe for employment and business opportunities. 11 "2012 BC Check -up ", Institute of Chartered Accountants of British Columbia, (page 6) �.r S1MC■OOEE LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 52 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Celebrate n SOCIAL AND COMMUNITY SERVICES Demonstrate d supportive environment and celebrate diversity GOAL Attract and retain newcomers by appreciating and celebrating cultural diversity t is very important for newcomers to feel welcomed, safe and valued, in their new community. Understanding the diversity represented by the County of Simcoe's residents, and celebrating the gifts diversity brings to this area, will help newcomers begin to feel welcomed and included. Newcomers will integrate into a society that values the experiences they bring with them, as well as sharing in events that typify traditional Canadian culture. The research conducted by the County of Simcoe Local Immigration Partnership with immigrant populations identified a genuine willingness to embrace Canadian culture. Both newcomers and service providers in the community acknowledged the lack of events and festivals that celebrate the emerging multicultural diversity within Simcoe County. Opportunities to celebrate our local diversity may occur at any time, and can be supported by organizations and institutions, such as libraries, municipalities, workplaces and educational systems. "Through my work with newcomers I've experienced the value of diversity. New cultures, ideas and traditions should be embraced. Working together creates a community where everyone benefits and feels supported." Isabel Oliveira, Administrator, Bradford Immigrant and Community Services mLOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY "To promote cross - cultural understanding, we have shared the richness of Chinese culture with local residents. The most memorable event was the 2011 Chinese New Year celebration we hosted with community partners in the Bayfield Mall. The celebration was enjoyed by many local residents, newcomers from China and people from other countries /regions." Barrie and Area Chinese Community Association �r S1MCOEA r� Page 53 of 366 Inspire 8a) Sandra Lee, Project Manager, Local Immigration Partn... n Arte SOCIAL AND COMMUNITY SERVICES r-rnpower newcomers to contribute to local leadership capacity GOAL Retain newcomers and immigrants by inspiring them to lead in their communities. n indicator of a community where immigrants are truly embraced and valued is increased participation by newcomer populations in leadership capacities. Leadership can take place on a small scale, such as participation in parent- teacher councils and recreation sports leagues, or in roles with greater scope, such as political spheres, business, and within the not - for - profit sector. All participants in the community research process recognized that there is currently minimal participation of immigrants and visible minorities in leadership roles in our communities. This finding could be regarded as a reflection of the smaller immigrant base to draw leaders to these types of activities, but the level of participation was far lower than the 12.3% of the population attributed to foreign -born population in the 2006 census data. -Oft —won .r S1MC■OOEE Continued on Page 18 T 1l11 "Having moved from the Ivory Coast to Canada, I know that immigrating to another country is a challenge. Most newcomers are leaders by fact of their immigration process. It is important for new- comers to use their leadership skills in their new communities and continue experiencing success while settling into their new home." Charles Kouassi Regional Development Officer Conseil de la cooperation de ['Ontario a; 4r", , LOCAL IMMIGRATION PARTNERSHIP PIN COMMUNITY SETTLEMENT STRATEGY Page 54 of 366 Inspire 8a) Sandra Lee, Project Manager, Local Immigration Partn... n SOCIAL AND COMMUNITY SERVICES r—rr1POWer newcomers to contribute to local leadership capacity Continued from Page 17 The research participants identified the neel for greater leadership representation of newcomers and visible minorities as essential to successful business and service delivery models. There are progressive, well- educated, community- minded immigrants living in Simcoe County. The best practices research suggests that identifying and profiling local immigrant champions and ambassadors will encourage and inspire other immigrants and foreign trained professionals to seek out leadership opportunities. Increased participation of newcomers in leadership roles will improve newcomer retention. It will also help to address the diminishing levels of self confidence reported by many immigrants residing in Simcoe County communities. Engaging with the community in this capacity is r a proven method of developing . networks, an important missing link for most newcomers residing in our area. Improved networking opportunities will lead to: greater understanding of local employers of the benefits newcomers bring to the workplace, better employment outcomes, and create opportunities for greater cultural understanding. I w � "At the YMCA we believe all newcomers can make a difference as part of a group of people that helps individuals and our community succeed." Susan Green Director YMCA of Simcoe /Muskoka Newcomer Services mLOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY �r S1MCOEA rw Page 55 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Continued on Page 20 r LOCAL IMMIGRATION PARTNERSHIP SIMCOE IGy .�•= COMMUNITY SETTLEMENT STRATEGY Page 56 of 366 n0 Community Plan SOCIAL AND COMMUNITY SERVICES The following community action items were developed from the priorities of the LIP's six sub - councils and research on best practices from communities already supporting the needs of New Canadians. The action items were established to support the four themes: readiness, opportunity, celebrate and inspire. These action items may change based on funding availability and community capacity to address goals. PRIORITY i 1 1 AREA &COMMUNITY STAKEHOLDERS _JE&L READINESS Strengthen Develop information resources (electronic and print) Welcoming Communities Public Services to direct newcomers to valuable community resources • County of Simcoe that will support their housing, employment, language • Simcoe Muskoka Workforce training Development Board Develop a public education strategy to reduce Partnership Council/ discrimination and racism and encourage cultural Welcoming Communities competency • Municipalities • Educational Institutions • Health organizations • Human Services organizations Initiate community dialogues to discuss the needs of Partnership Council immigrants and newcomers arriving in Simcoe County All community stakeholders Support closer formalized relationships between new- Settlement /Human Services comer settlement agencies and mainstream service providers. Continuously work to engage community leaders and develop strong relationships across multi - stakeholder groups Improve Promote access of English as a Second Language Settlement/Education Language training outside of Barrie and Bradford to promote • Georgian College Training increased accessibility of programming. • School Boards Opportunities • Literacy agencies Develop unique partnership opportunities to • ESL instructors /coaches facilitate the development of further programming • Settlement Services Provide Examine the feasibility of establishing a centralized Settlement/ mechanisms multicultural services facility, offering easy access to a Welcoming Communities for newcomer multitude of relevant services, and providing a home • Citizenship and Immigration connectivity base for multiple ethno - cultural organizations Canada • Ethno- cultural associations Continued on Page 20 r LOCAL IMMIGRATION PARTNERSHIP SIMCOE IGy .�•= COMMUNITY SETTLEMENT STRATEGY Page 56 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Page 57 of 366 n Mow SOCIAL AND COMMUNITY SERVICES Community Plan RIORITY ACTIONS SUB-COUNCIL AND AR�jlfil" COMMUNITY STAKEHOLDERS MEASUREMENT OUTCOMES Funding leveraged to support an immigration portal and to develop resource materials • Increased investment for services that support newcomer success in Simcoe County • Increased number of organizations investing in public education strategy and resources • Increase in language training classes • Leveraged funding for the development of a welcome /multicultural centre OPPORTUNITY Promote Conduct a feasibility study for the development of Employment Employment an Immigrant Employment Council (IEC): Employment Ontario Service Opportunities Support employer education on the benefits of Providers hiring immigrants and increasing the diversity of Simcoe Muskoka Workforce the workforce Development Board • Co- ordinate the development of mentorship/ Chambers of Commerce networking /Canadian work experience initiatives Employer Associations • Support local employers in filling skilled Dickinson Blais Report: occupational vacancies with internationally - trained • Establish an immigrant entrepreneurship program Corporation professionals linking business class immigrants with local com- Self Employment Agencies munity businesses interested in selling established Chambers of Commerce Promote Establish priorities with the Business Development Business Development • Link newcomers to available resources for starting Business Sub - council, considering the recommendations from Economic Development Offices new business ventures MEASUREMENT OUTCOMES Opportunities Miller • Increased number of business class immigrants • Development of initiatives supporting work experience for skilled professionals CELEBRATE Demonstrate Develop a communications strategy: Media a supportive Highlight immigrant success stories County of Simcoe environment Dispel myths about immigration Corporate Communications • Promote civic engagement of newcomers Continued on Page 21 m LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY S1MC/ Page 57 of 366 Dickinson Blais Report: Community Development • Establish an immigrant entrepreneurship program Corporation linking business class immigrants with local com- Self Employment Agencies munity businesses interested in selling established Chambers of Commerce enterprise • Link newcomers to available resources for starting new business ventures MEASUREMENT OUTCOMES Improved labour market outcomes for newcomers • Increased number of business class immigrants • Development of initiatives supporting work experience for skilled professionals CELEBRATE Demonstrate Develop a communications strategy: Media a supportive Highlight immigrant success stories County of Simcoe environment Dispel myths about immigration Corporate Communications • Promote civic engagement of newcomers Page 57 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... Page 58 of 366 n0 SOCIAL AND COMMUNITY SERVICES Community Plan PRIORITY ACTIONS SUB-COUNCILAND AREA COMMUNITY STAKEHOLDERS CELEBRATE Demonstrate Support the development of a newcomer ambassador Settlement a supportive program that partners recently arrived newcomers environment with local volunteer residents to help them acclimatize to the community Celebrate the Support the development of multicultural events that Welcoming Communities community's celebrate the cultures and ethnicities that represent Ethno- cultural Associations diversity the changing demographics of our communities Community not for profit sector MEASUREMENT OUTCOMES Increased number of immigrants' good news stories in local media • Increased number of multicultural events hosted in community • Funding to establish welcome /multicultural centre INSPIRE Improve local Support the development of mentoring networks for Settlement /Employment leadership both established and recent immigrants to promote capacity of knowledge exchange on the value of diversity and newcomers to strengthen successful workplace and community integration Facilitate the creation of a volunteer program that is Settlement centrally managed and accessible to immigrants and Libraries service support providers Strengthen relationships between newcomers and Settlement the government and political systems at the federal, Citizenship and Immigration provincial and municipal levels: Canada • Create networking and meet/greet opportunities Ministry of Citizenship • Formalize a mentoring network with key influencers and Immigration and organizations County of Simcoe • Cities of Barrie and Orillia MEASUREMENT OUTCOMES Increased number of immigrants identified as champions and serving as mentors • Greater number of recent immigrants who are being mentored • Increased number of recent immigrants who use the volunteer program • Growing attendance at networking event r SIMCOE IGy .�•= LOCAL IMMIGRATION PARTNERSHIP COMMUNITY SETTLEMENT STRATEGY Page 58 of 366 COUNTY OF SIMCOVAS For the Greater Good 1110 Highway 26, Midhurst, Ontario Main Line: (705) 722 -3132 SImcoe.Ca Toll Free from Beeton: (905) 729 -4514 8a) Sandra Lee, Project Manager, Local Immigration Partn... COUNTY OF SIMCOF^ Al -40 Simcoe County Local Immigratio Partnership: Community Sett Strategy Changing Demographics in 7=7, — . . <'PVNlY OF Simcoe County .SI MCOFA 4 Language Lens • Between 2006 and 201 1 * there were 5,575 new individuals who reported a Non - official mother tongue. This represents a 16% increase from 2006 to 201 1 while the overall population rose by only 6 %. • The proportion of Non - Official mother tongues rose from 8.60% in 2006 to 9.39% in 201 1. • Number of Unique Non - Official Languages reported: ■ 2001:58 ■ 2006:66 ■ 201 1: 107 *Caution should be used in comparing 2011 Census Language Data due to changes in methodology Source: Statistics Canada Census of Population Page 60 of 366 1 8a) Sandra Lee, Project Manager, Local Immigration Partn... Non Official Mother Tongue Distribution in Simcoe County Factors for Consideration ■ New language representations ■ Age Demographics* • German (n =5145) is declining (- 7 %) and represented in higher age groups, peaking at +75 • Spanish (n =2580) is the fastest growing language, and the age demographics peaks at 40 -44 WIf14TY C2f �� Municipalities' proportion of population * Based on sample data in -value indicates sample size) Source: Statistics Canada 2011 Census of Population 0 -2.49% =2.5 -4.99% — 5 -7.49% _ 7.5 -9.99% - 10- 12.49% - 12.5- 14.99% 15% and up New immigrants landing directly 707" OF SIMCOFA JJ_ in Simcoe Countym 800 675 655 665 650 10 635 6 605 600 E 450 E 390 400 400 E Z 200 0 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 • In 2010 there were a total of 650 new immigrants who settled directly in Simcoe County from their country of origin, increasing by 260 (67 %) since 2000 • It would seem that the direct landings in Simcoe County have been steadily increasing, and will likely continue to do so as more people settle here. Source: Citizenship and Immigration Canada 2010 Data Cube 1011 Page 61 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... New Immigrants Landing in Simcoe County in 2010 Immlgra dStaltus. a-= apa�FMdompndmt �o�fimMnt �� Yin A" R01pw cow 0 50 tW 1E0 200 200 sa COQ low- ■ Direct landings in 2010: ■ 150 were classified as Primary Applicants ■ 425 Immigrants listed as Spouses or Dependants, split into Economic Immigrants with 200 and Non Economic Immigrants with 220 ■ 25 Immigrants classified as Refugees ■ 45 Immigrants were classified as Other which included status' such as "Immigrants with a Temporary Resident Permit ■ It is interesting to note that the majority of direct landings in 2010 were not refugees, but were immigrants in the economic class or family reunification. * Numbers subject to random rounding Source: Citizenship and Immigration Canada 2010 Data Cube Simcoe County Direct Landings < <)VNIYoF — Settlement Patterns SIMCOEIZS -gym The following data is a cumulative summary of 2007 -2010 direct landings Simcoe County Area New Imm rants* %New Landin s 295 46.5% radford West Gwilfimb.ry 250 9.0% e 225 8.1% illia 225 8.1% New Tecumseth 160 5.7% nisfil 160 5.7% W—g. Beach 85 3.1% water 85 3.1% idland 80 2.9% 65 2.3% l—iew 40 1.4% d'ala- Tosorontio 35 1.3% eneca uishene 35 1.3% 25 0.9% Raman 10 0.4% Medonte 5 0.2% V,- 5 0.2% o11in wood 0 0% coe County (total) 2785 100% * Numbers subject to random rounding Source: Citizenship and Immigration Canada 2010 Data Cube J Page 62 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... 77 Oro - Medonte Summary SIMCOF S ■ Low number of direct landings ■ Most immigrant residents have landed elsewhere in Ontario or other Canadian provinces initially ■ Adjacent to municipalities with higher immigrant populations (direct landings and population percentages) ■ Population Projection to 2031: 27,000 ■ Employment Projection to 2031: 6,000 ■ Potential immigration and global business influence resulting from further growth of the Lake Simcoe Regional Airport 2031 Population Projections ■ Population increase to 667,000 from 446,063 (201 1) ■ Intraprovincial migration primary method of increase ■ 38% of provincial population in City of Toronto, Peel Region, and York Region (2006) 1� <'Pmr, OF SIMCOF� Source: Statistics Canada for 19 96-2 010 and Ontario Ministry of Finance Projections (Spring 2011). Population Estimates and Projections for the Census Division o(Simcoe, 1996 -2036 17 Page 63 of 366 8a) Sandra Lee, Project Manager, Local Immigration Partn... 77 GTA Immigration: 2006 SIMCOE IZ Municipality Percentage of Immigrant Population C ity of To ro nto 49.4% Peel Region 48.4% York Region 42.6% Source: Statistics Canada 2006 Census of Population Community Blueprint 1� <'Pmr, OF SIM EA -Z Local Immigration Partnership Community Settlement Strategy 1. Page 64 of 366 J 8a) Sandra Lee, Project Manager, Local Immigration Partn... What does this strategy mean 'O <'PVNlY OF to the Township of Oro- Medonte? S1C-- Supporting the priorities and using the strategy as a lens to look at municipal and community work Supporting Collective Actions: ■ Cultural Competency training for front line employees ■ Diversity lens applied to municipal imagery ■ Municipal multicultural /diversity reference group ■ Building connections through libraries ■ Hosting multicultural events Page 65 of 366 N 8a) Sandra Lee, Project Manager, Local Immigration Partn... Request: Community Plan pages 19 -21 m Incorporate ideas from the community plan in Township of Oro - Medonte strategic and operational plans • Cultural Competency training • Multicultural Centre • Library Hub Model • Immigrant Employment Council • Multicultural Events SIMC F 4 s Community Plan .Z 1� <'PVNlY OF -/�. Questions? SIMCOFO�m 6116, a Sandra Lee, Project Manager County of Simcoe Local Immigration Partnership sandra.lee@ simcoe.ca 705 - 722 -3131 extension 1422 7 Page 66 of 366 8b) Steve Posluns, Oro Minor Hockey Association, re: Dra... REQUEST FOR DEPUTATION BEFORE COUNCIL /COMMITTEE Any written or electronic submissions and background information for consideration by Council /Committee must be submitted to the Clerk by 4:30 pm on the Wednesday of the week prior to the preferred meeting. Electronic submissions should be submitted in Microsoft PowerPoint /Microsoft Word format. Preferred Meeting and Date: June 5, 2013 I am requesting deputation to speak: on behalf of Oro Minor Hockey Association I would like to use: n/a Name(s) of Speaker(s) A deputation wishing to appear before Council /Committee shall be limited to no more than two (2) speakers with a total speaking time of not more than ten (10) minutes. Steve Posluns Subject of Presentation Please describe below, the subject matter of the requested presentation in sufficient detail, to provide the Township a means to determine its content and to assess its relative priority to other requests for presentation. Weight will be given to those requests that provide more detailed descriptions of the content of the presentation, particularly defining how the subject matter aligns with Council's Mandate. Please note, if you intend to include handouts or a presentation using electronic devices, one (1) copy of any electronic presentation and fifteen (15) hard copies of the presentation including any handouts and are to be delivered to the Clerk's Office in accordance with the guidelines for Deputations /Delegations outlined in the Township's Procedural By -law. We would like to address our concern about the proposed ice allocation policy. Reason why this presentation is important to Council and to the municipality: Page 67 of 366 8b) Steve Posluns, Oro Minor Hockey Association, re: Dra... Oro Minor Hockey Association is a volunteer non - profit association supporting youth sports in our Township. We raised concerns about the lack of an ice allocation policy in 2012 as our members complained about challenging ice times which their children would often miss. Our investigation found that other municipalities had ice allocation policies which prioritized minor sports needs ahead of adult use. While the draft policy which we've seen lists such a priority, it goes on to contradict that priority for the apparent purpose of preserving prime -time ice for historic users. Date of Request: May 29, 2013 Signature(s) of Speaker(s): Address: 9 Woodland Cres. Telephone: 705 - 726 -2233 Fax: Email: vicepresident @orominorhockey.ca Page 68 of 366 10a) Giuseppe (Joe) Pileggi, Acting Detachment Commander... UCR Violations Report Page i of 1 UGR Violations Report Ontario Provincial Police Date(s) 1: 2012/0401 to Type: 012/05/31 ©.P.F. Date(s) 2:2013/D4/01 to 2013/05/31 Printed: June 04, 2013 at 11:33 Duty Location: 1 BOO By: #192921 SALLIOU, Y. Area Code: 1066 1 B00 -- 2012/04/01 to 2012/05/31 vs 2013/04/01 to 2013/05/31 0 2012104!01 to 2012/0531 2013104/01 to 2013!0531 175 Total Crimes 150 Maw- 125 100 ' 75 50 25 0 am ■ er°�r (zm °m Oje� EO �p�e ��e GD�a da�9�°1}e DP F411 ¢ \DE" mp \zStd °�,eni 010e, c Ile- iC°Shctir� qty Offence 2012/04/01 to 2012/05/31 2013/04/01 to 2013105/31 % Change Average Sig.? Traffic Complaint 119 143 20.17 131 Yes RIDE 54 37 -31.48 45.5 Yes Traffic Hazard 31 28 -9.68 29.5 Yes MVC Reportable 27 31 14.81 1 29 Yes Traffic Enforcement 23 29 26.09 26 Yes MVC Non - Report. 11 10 -9.09 10.5 No Impaired/Over 80 3 6 100 4.5 No Other CC Drive 1 1 0 1 No Fail To Remain 1 1 0 1 No Dangerous Operation 1 1 0 1 No Total UCR Violations 248 253 2.02 501 Yes Designed by O.P.P. CAD /RMS Application Support Unit file: / /C:\ Users \sallioy\AppData\ Local\ Temp\NicheReport113041620000(Low sensitivity).htm 04/06/13 Page 69 of 366 10a) Giuseppe (Joe) Pileggi, Acting Detachment Commander... UCR Violations Report UCR Violations Report Page 1 of 1 Ontario Provincial Police 0P.P. Printed: June 04, 2013 at 11:35 Report Type: Traffic Date(s) 1: 2012/01/01 to 2012/03/31 Date(s) 2: 2013/01/01 to 2013/03/31 Duty Location: 1 B00 By: #192921 SALLIOU, Y. Area Code: 1066 1 B00 -- 20121101 /01 to 2012/03/31 vs 2013/01 /01 to 2013/03/371L:--. 0 2012 /01 /01to 2 012 /03 ;31 M 2013/01/01 to 2013.03;31 200 Total Crimes 150 ,. 100 so �5Z ante O �9iO�' Fab1oR tR�li9d0`� MJGRBp°�GN °�Rep°� �etG 6 < a ,ss .rqt R 1roy��c�mP � � °��•, 1��cNg 10 ° Offence 2012/01/01 to 2012/03/31 2013/01/01 to 2013/03/31 % Change Average Sig.? Traffic Complaint 128 175 36.72 151.5 Yes RIDE 68 87 27.94 77.5 Yes MVC Reportable 71 78 9.86 74.5 Yes Traffic Hazard 62 74 19.35 68 Yes MVC Non- Report. 49 50 2.04 49.5 Yes Traffic Enforcement 36 40 11.11 38 Yes impaired/Over 80 6 8 33.33 7 No Dangerous Operation 4 0 -100 2 No Other CC Drive 1 1 0 1 No Fail To Remain 1 0 -100 0.5 No Total UCR Violations 395 470 F 18.99 1 865 1 Yes Designed by O.P.P. CAD/RMS Application Support Unit file: / /C: \Users\sallioy\AppData\ Local\ Temp\NicheReportll3249155000(Low sensitivity).htm 04/06/13 Page 70 of 366 10a) Giuseppe (Joe) Pileggi, Acting Detachment Commander... UCR Violations Report UCR Violations Report Page 1 of 1 Ontario Provincial Police Date(s) 1: 2012/0101 to 012 03111 Q,RP. Date(s) 2: 2013/01101 to 2013/03/31 Printed: June 04, 2013 at 11:23 Duty Location: 1300 By: #192921 SALLIOU, Y. Area Code: 1066 1 B00 -- 2012101 /01 to 2012/03/31 vs 2013/01 /01 to 2013/03/31; --- M 2012/01 /Otto 2012/03:31 IN 2013/01'01 to 2013/03/31 50 Total Crimes 40 30 20 10 . e WIP -SraK ,�ryt\ CA q0 B� OM Offence 2012101/01 to 2012103/31 2013101/01 to 2013/03/31 % Change Average Sig.. UCR Code 264 160 -39.39 212 Yes Theft Under 42 17 -59.52 29.5 Yes Mischief 27 8 -70.37 17.5 No Break & Enter 16 18 12.5 17 Yes Assault 6 11 83.33 8.5 No Drug Offences 5 8 60 6.5 No Sexual Assault 5 2 -60 3.5 No Auto Theft 1 3 200 2 No Theft Over 1 1 0 1 No Robbery 0 0 0 0 No Total UCR Violations 97 64 -34.02 161 Yes Designed by O.P.P. CAD/RMS Application Support Unit file: / /C: \Users\salhoy\AppData\ Local\ Temp\Niche,Report112041436000(Low sensitivity).htra 04/06/13 Page 71 of 366 10a) Giuseppe (Joe) Pileggi, Acting Detachment Commander... UCR Violations Report UCR Violations Report Page 1 01 1 Ontario Provincial Police 9D Ontario Type: Came Date(s) 1: 2012/04/01 to 20I2l05131 Q PI R Date(s) 2: 2013/04/01 to 2013/05131 Printed: June 04, 2013 at 11:32 Duty Location: IB00 v By: #192921 SALLIOU, Y. Area Code: 1066 1 B00 -- 2012/04/01 to 2012/05/31 vs 2013/041101 to 201 3 /05/31 -� 0 2012/04/01 to 2012;05x31 0 2013 /04i01 to 2013/0531 40 20 M o■ �a� ��a�t F`obraN ■ �! ■ 0 ■ te I'll, 6E� b �eK -t1e1I 0jes 1 1-11 01,10 �t �s Offence 2012/04/01 to 2012105/31 2013/04/01 to 2013/05/31 % Change Average g Si " g UCR Code 188 148 -21.28 168 Yes Theft Under 32 23 -28.12 27.5 Yes Mischief 13 6 -53.85 9.5 No Break & Enter 13 5 -61.54 9 No Assault 3 10 233.33 6.5 No Theft Over 5 4 -20 4.5 No Drug Offences 2 5 150 3.5 No Auto Theft 3 2 1 -33.33 1 2.5 No Sexual Assault 3 2 -33.33 2.5 No Robbery 0 0 0 0 No Total UCR Violations 68 54 -20.59 122 1 Yes Designed by O.P.P. CAD/RMS Application Support Unit file: / /C: \Users\sallioy\AppData\ Local\ Temp\NicheReport112925500000(Low sensitivity).htm 04/06/13 Page 72 of 366 10b) Robin Dunn, Chief Administrative Officer, re: Corre... Municipal Delegation Request Forth Ontario.ca I Fransais Ontario MINISTRYor MUNICIPAL AFFAIRS AND HOUSING You are here > Home > Your Ministry > The Learning Centre > AMO Conference 2013 > Municipal Delegation Request Form Your Ministry ► Frequently Asked Questions ► Housing ► Land Use Planning ► Local Government ► Municipal Service Offices ► Ontario Building Code ► Ontario Municipal Program Guide -The Learning Centre ► What's New? ► Community Planning Learning Resources ► Local Government Resources ► Housing Resources V Municipal Delegation Request Form Email this oaae Association of Municipalities of Ontario (AMO) Conference Sunday, August 18 to Tuesday, August 20, 2013 Contacts V ► ServiceOntario Centres ► Telephone Directory ► Contact Us ► MPPs ► Virtual Reading Room 'IF LODE ii.l:r IIPu': Other Resources The Westin Ottawa Hotel Ottawa, Ontario Preferred Date for Delegation: REQUIRED Municipality: REQUIRED Ministry you would like to meet with: REQUIRED Issue(s) Proposed for Discussion: (Include all issues related to the selected Ministry) REQUIRED Description of Issue / Background: REQUIRED ------------------------------------------------------------------------------- Member(s) of Municipal Delegation to Attend (please provide full names and titles): REQUIRED Contact Person - name, telephone and fax number. (This should be a contact who can speak to the issue and be available to respond quickly to ministry inquiries): REQUIRED http:// www .mah.gov.on.ca/Pagel0264.aspx[5 /24/2013 9:05:36 AM] Page 73 of 366 Municipal Delegation Request Form 10b) Robin Dunn, Chief Administrative Officer, re: Corre... ----------------------------------- Contact Person's E -mail Address: If you wish to print a copy of your completed request, please click on the "Preview" button and select "File ", then "Print" from your browser. Then click on the "Submit" button. Please submit this completed form by FRIDAY, JULY 12, 2013. Questions? Please contact: Suzan Krepostman Municipal Programs and Education Branch Ministry of Municipal Affairs and Housing Telephone: (416) 585 -6280 E -mail: suzan.krepostmanOontario.ca CONTACT US I ACCESSIBILITY I PRIVACY I SITE COPYRIGHT © QUEEN'S PRINTER FOR ONTARIO, 2008 1 IMPORTANT NOTICE MAP - LAST MODIFIED:MONDAY, MAY 13, 2013 http:// w"". inah.gov.on.ca[PageIO264.aspx[5 /24/2013 9:05:36 AM] Page 74 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Township of REPORT Proud Heritage, Exciting Future Report No. TES2013 -11 To: COUNCIL Prepared By: Fred MacGregor Meeting Date: June 5, 2013 Subject: Township of Oro - Medonte — New Engineering Standards Motion # Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action For Information Only It is recommended that: 1. THAT Report No TES2013 -11 be received and adopted. 2. THAT the Township of Oro - Medonte accepts the new Engineering Standards. 3. AND THAT the Clerk prepares the necessary By -law. BACKGROUND: C.C. Tatham and Associates Ltd. was contracted to upgrade our Engineering Standards. ANALYSIS: After review by all municipal departments, the necessary changes were made and the new Engineering Standards can now be adopted. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: N /A. POLICIES /LEGISLATION: N/A Transportation and Environmental Services Report No. TES2013 -11 June 5, 2013 Page 1 of 2 Page 75 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... CORPORATE STRATEGIC GOALS: N/A CONSULTATIONS: C.C. Tatham and Associates Ltd. Transportation and Environmental Services Department Fire and Emergency Services Development Services Recreation and Community Services ATTACHMENTS: Copies will be available when the final Engineering Standards are issued. CONCLUSION: It is recommended that the Township of Oro - Medonte accept the new Engineering Standards. Respectfully submitted: Fred MacGregor Acting Manager of Environmental Services SMT Approval / Comments: C.A.O. Approval / Comments: 04, • 1,1E.� •sir e t p�e,,�••r 4 -41^,,j Transportation and Environmental Services Report No. TES2013 -11 �c�b•dlo•l_c►3 Dtv •Zpl=j1 • Am-pr-'— Or-- °�` °/`1�/P�� . c1�.tio•'LC131 June 5, 2013 Page 2 of 2 Page 76 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Proud Heritage, Exciting Future [Design Critedu MIS01d prepared by: prepared for C.C. Tatham & Associates Ltd. Township of Oro - Medonte 50 Andrew Street South, Suite 100 Orillia, ON L3V 7T5 June, 2012 Tel: (705) 325 -1753 Fax: (705) 325 -7420 info @cctatham.com CCTA File 312814 Add wvknj te, vle- ,,mot : � r — Page 77 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE — ENGINEERING DESIGN CRITERIA Revisi ®n Wo rlt ati ®n Sheet The following table indicates all revisions including any additions, deletions and modifications to this manual subsequent to its issuance on Day Month, Year. Revisions to these standards are subject to the approval of the Township Engineer. Revision details should include the all related section titles, section numbers and page numbers. Revision No, 1 Date Revision Details Initials 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Township of Oro - Medonte Engineering Criteria Page i June, 2012 Page 78 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE o ENGINEERING DESIGN CRITERIA `Fable of Contents Revision Information Sheet 1 General Requirements 1 1.1 Introduction 1 1.2 Definitions 1 1.3 Submissions to Government and Other Agencies 2 14 Pre - Servicing Policy for Subdivision Development 2 1.5 Model Homes and /or Sales Office 3 1.5.1 Model Homes 3 1.5.2 Sales Office 4 1.6 Subdivision Agreement Schedule 5 1.6.1 Preparation of Subdivision Agreement 5 1.6.2 Requirements Prior to Commencement of Construction 7 1.7 Certificate of Substantial Completion and Final Acceptance 7 1.7.1 Reductions in Financial Securities 8 1.8 Administration Fees, Securities, Development Charges 8 2 Submission Requirements 11 2.1 Introduction 11 2.1.1 Engineering Requirements for Draft Plan Approval 11 2.2 First Engineering Submission 13 2.3 Subsequent Submissions 15 2.3.1 Second Engineering Submission 15 Township of Oro- Medonte Engineering Criteria Page ii June, 2012 Page 79 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MED®NTE ® ENGINEERING DESIGN CRITERIA 2.3.2 Final Engineering Submission 3 Drawing Requirements 3.1 Specifications for Engineering Drawings 3.2 General Drawing Requirements 3.3 Computer Aided Drawings (CAD) 3.4 General Servicing Plans 3.5 Storm Drainage Plans 3.6 Sanitary Drainage Plans 3.7 Grading Plans 3.8 Plan - Profile Drawings 3.9 Utility Coordination Plan 3.10 Detail Drawings 3.11 Parkland Development Drawings 3.12 Trails and Walkways 3.13 Landscaping 3.13.1 General Requirements 3.13.2 Notes for Streetscape Submission Drawings 3.13.3 Notes for Naturalization Submission Drawings 3.14 As- Constructed Drawings 3.14.1 General 3.14.2 "As- Constructed" Field Survey 3.14.3 Drawing Revisions 3.14.4 Storm Sewers Township of Oro - Medonte Engineering Criteria 16 1 18 18 19 19 21 22 22 24 25 25 26 27 27 27 28 29 29 29 29 30 31 Page iii June, 2012 Page 80 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE — ENGINEERING DESIGN CRITERIA Township of Oro - Medonte Engineering Criteria Page iv June, 2012 Page 81 of 366 3.14.5 Sanitary Sewers 31 3.14.6 Watermains 32 3.14.7 Roadways 32 4 Servicing Design Requirements 4.1 Introduction 33 4.2 Storm Drainage System 33 4.2.1 General Requirements 33 4.2.2 Stormwater Management 33 4.2.3 Storm Sewer Design 37 424 Channel, Culvert and Overland Flow 47 425 Watercourse Erosion and Bank Instability 48 4.2.6 Floodline Calculations 49 4.2.7 Overland Flow Routes 49 4.2.8 Inlet/Outlet and Special Structures 49 4.3 Sanitary Sewer System 50 4.3.1 General Requirements 50 4.3.2 Sanitary Drainage System 50 4.4 Water Distribution System Supply 60 4.4.1 General Requirements 60 4.4.2 Watermain Design Criteria 60 4.4.3 Pipe Sizing and Specifications 63 4.4.5 Meters 70 4.4.6 Testing and Acceptance 70 Township of Oro - Medonte Engineering Criteria Page iv June, 2012 Page 81 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE v ENGINEERING DESIGN CRITERIA 4.5 Roadways 4.5.1 Street Classification 4.5.2 Geometric Design Requirements 4.5.2 Cul -de -Sacs 4.5.3 Driveway Entrances 4.5.4 Special Road Works 4.5.5 Pavement Design (Roadways) 4.5.6 Top Course Asphalt Placement 4.5.7 Curbs and Gutters 4.6 Street Name and Traffic Signs 4.6.1 Plan 4.6.2 Street Name Signs 4.6.3 Traffic Control and Advisory Signs 4.7 Roadway Markings 4.8 Traffic Signals 4.9 Street Lighting 4.9.1 Street Light Locations 4.9.2 Light Source, Fixture and Pole 4.9.3 Approval and Construction 4.10 Pedestrian Ways 4.10.1 Sidewalks 4.10.2 Trailways 4.11 Fencing Township of Oro - Medonte Engineering Criteria 71 71 72 74 74 76 76 77 78 78 78 78 78 79 80 80 80 80 81 81 81 82 83 Page v June, 2012 Page 82 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MED®NTE o ENGINEERING DESIGN CRITERIA 4.12 Lot Grading 4.12.1 General Requirements 4.12.2 Drawing Requirements - Residential 4.12.3 Certification 4.12.4 Lot Grading Design - Residential 4.12.5 Sodding 4.12.6 Retaining Walls 4.12.7 Area Grading 4.13 Easement and Block Requirements 4.13.1 General Requirements 4.13.2 Easement Width Requirements 4.13.3 Block Width Requirements 4.14 Erosion and Sediment Control 4.14.1 General Requirements 4.14.2 ESCP Measures and Requirements 4.14.3 Drawing and Report Requirements 4.15 Utilities 4.15.1 General Requirements 4.15.2 Electrical Design Requirements 4.15.3 Electrical Services Plan 4.16 Canada Post 4.17 Municipal Address Numbering 4.18 Landscaping Township of Oro - Medonte Engineering Criteria 84 84 84 85 86 88 88 88 89 89 90 91 91 91 92 94 95 95 95 95 95 95 96 Page vi June, 2012 Page 83 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE m ENGINEERING DESIGN CRITERIA 8 Standard Drawings Index Township of Oro - Medonte Engineering Criteria 1r1a Page vii June, 2012 Page 84 of 366 4.18.1 Tree Planting Requirements 96 4.19 Parkland Development 96 5 Geotechnical Report Requirements 6 Site Plan Developments 6.1 General Requirements 100 6.2 Submission Requirements 100 6.3 Drawing and Design Requirements 101 6.3.1 General Requirements 101 6.3.2 Site Servicing Plan and Design 102 6.3.3 Site Grading Plan and Design 104 6.3.4 Roadway Design 105 6.3.5 Landscaping Requirements 106 6.4 "As- Constructed" Drawings 106 6.5 Certification 106 6.6 Final Inspection 106 7 Landscaping Implementation Procedures 167 7.1 Streetscape Works 107 7.2 Naturalization Works 107 7.3 Maintenance Agreement for Naturalization Areas 107 8 Standard Drawings Index Township of Oro - Medonte Engineering Criteria 1r1a Page vii June, 2012 Page 84 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE - ENGINEERING DESIGN CRITERIA 1 General Requirements 1.1 Introduction The Township of Oro - Medonte Engineering Design Criteria and Standard Drawings presented herein are intended as guidelines for land development to ensure uniform design throughout the Township. Innovative technological changes that improve or maintain the quality of the design on a life cycle cost basis may be considered at the discretion of the Township. These standards are to be read in conjunction with the latest editions of the Ontario Provincial Standard Specifications (OPSS), the Ontario Provincial Standard Drawings (OPSD), the Township of Oro- Medonte Standard Drawings and the Township of Oro- Medonte Standard Subdivision Agreement, In the case of a discrepancy the Township Standards shall prevail. It is the applicant's responsibility to obtain and check with the Township of Oro- Medonte for new revisions. Copies are available from the Township of Oro- Medonte or can be downloaded from the web site at www.oro- medonte.ca /. Standard drawings are available on CD in .pdf format. 1.2 Definitions In this document the following definitions shall apply: "Township" shall mean the Township of Oro- Medonte. "Clerk" means the Deputy Clerk of the Township. "Contractor' shall mean the firm of Contractors, the company or individual acting as the Contractor and having entered into a contract with the Developer /Owner to install the services. "Developer(s) /Owner(s)" shall mean the person(s) entering into the subdivision agreement with the Corporation of the Township of Oro- Medonte. "Township Representative" shall mean any person assigned to a project by the Township to carry out work on their behalf. The name of the Representative shall be specified prior to the start of construction on any project. "Standard Drawings" shall mean the drawings included as part of this manual, illustrating typical installations and /or specifying materials as adopted by the Township of Oro- Medonte. "Consultant" shall mean a competent professional engineer or firm of engineers employed by the Developer which is skilled and experienced in Township work and land development projects and Township of Oro- Medonte Engineering Criteria Page 1 June, 2012 Page 85 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF OR®- MEDONTE — ENGINEERING DESIGN CRITERIA registered with Professional Engineers Ontario, possessing a current Certificate of Authorization to practice professional engineering as required by the Professional Engineers Act. "Landscape Architect and Arborist" shall both be in good standing with their respective professional organizations. Abbreviations "AWWA" shall mean the American Water Works Association. "CSA" shall mean the Canadian Standards Association. "DFO" shall mean the Department of Fisheries and Oceans, Canada. "LSRCA" shall mean the Lake Simcoe Region Conservation Authority. "NVCA" shall mean the Nottawasaga Valley Conservation Authority. "MNR" shall mean the Ontario Ministry of Natural Resources. "MOE" shall mean the Ontario Ministry of the Environment. "MTO" shall mean the Ontario Ministry of Transportation. "OHBDC" shall mean the Ontario Highway Bridge Design Code. "OPSY shall mean the Ontario Provincial Standard Drawings. "OPSS" shall mean the Ontario Provincial Standard Specification. 1.3 Submissions to Government and Other Agencies The Consultant shall be required to make all submissions and representations necessary to obtain approval from all other affected authorities (such as DFO, LSRCA, NVCA, MNR, MOE, MTO, Canada Post Corporation, Transport Canada, etc.) and any other agencies for works which fall within their jurisdiction. It is the responsibility of the Consultant to ensure all correspondence, comments and approvals are provided to the Township. 1.4 Pre - Servicing Policy for Subdivision Development Subsequent to Draft Plan Approval and prior to execution of a Subdivision Agreement, the Township may consider agreeing to pre - servicing of a subdivision at the Owner's risk when the following conditions have been met: a) Written acceptance from the Township for specific works for which pre - servicing can proceed. Township of Oro - Medonte Engineering Criteria Page 2 June, 2012 Page 86 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO•MEDONTE — ENGINEERING DESIGN CRITERIA b) Engineering drawings have been accepted for construction of the works under consideration. c) Written approval of various agencies, e.g., LSCRA, MVCA, MOE, MNR, MTO, Ministry of Citizenship, Culture and Recreation, where they relate to installation of services permitted by pre - servicing. d) Written confirmation from utility companies including, but not limited to, Hydro One, Bell Canada, Rogers Cable and Enbridge Gas, that satisfactory agreement has been reached for provision of respective services. e) No permission will be given to construct external services prior to full registration unless a Letter of Credit for the total cost of the services including all restoration has been deposited with the Township. Connections to existing services may not be permitted until the plan of subdivision is registered. f) All other documents considered necessary to the works including 0.3 m reserves, easements, etc., must be approved as to form and description. g) Cash deposits for engineering and legal fees for the Township, in an amount determined by the Township, must be paid to the Township prior to the commencement of any works. h) An Insurance Certificate is to be submitted with minimum coverage to be determined by the Township. i) A cash or Letter of Credit deposit as security to facilitate siltation and erosion control and potential emergency maintenance work by the Township is to be submitted in an amount v' determined by the Township. Any required zoning by -laws must be in effect. k) If the underground pre - servicing has been completed to the satisfaction of the Township prior to the registration of the plan of subdivision, the Township will not require the full value of the Letter of Credit provided an appropriate reduction request has been submitted and approved by the Township. The Owner is required to enter into a formal Pre - Servicing Agreement based on the scope of development. 1.5 Model Homes and/or Sales Office 1.5.1 Model Homes Subsequent to Draft Plan Approval and prior to execution of a Subdivision Agreement, the Township may consider allowing the construction of model homes, which may or may not be used as a sales office, at the Owner's risk, when the following conditions have been met: a) A Pre - Servicing Agreement has been executed and all requirements are met, b) Zoning for the proposed development is in place. c) An agreement for the construction of model homes has been executed with the Township dealing with: Provision of a builder's road. Township of Oro - Medonte Engineering Criteria Page 3 June, 2012 Page 87 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE m ENGINEERING DESIGN CRITERIA Provision of fire protection. Provision of services (sewer, water, hydro) if available. If not Fire Department approval will be required. The overall grading plan has been approved and there has been preliminary acceptance of the drainage system for the model home lots. For each model home building permit application, security is provided to the Township in the amount of $10,000.00 to ensure that the obligations of the Developer are carried out as required by the terms of the Agreement or provide for the demolition and removal of the structure if the subdivision plan does not proceed to registration within one year. • Confirmation that the model homes shall not be occupied until after the registration of the Subdivision Agreement and Plan and all requirements within the Subdivision Agreement are met. • Confirmation that issuance of building permits for model homes is entirely at the risk of the Developer and without liability or responsibility to the Township. The Developer shall indemnify the Township from all damages arising in connection with the issuance of building permits for model homes. • Confirmation that the Developer agrees that the use of model home lots shall be restricted to the following: parking; a sales office; model homes display. • The number of model homes permitted. One model unit will be allowed for every ten (10) units however the total shall not exceed five (5). 1.5.2 Sales Office In the event the owner intends to utilize a trailer or temporary structure or combination of both as a sales office subsequent to Draft Plan Approval or registration of a Site Plan Agreement and prior to execution of a Subdivision Agreement the Township may consider allowing the construction under the following conditions: a) The sales office is to be located on a proposed lot fronting on an existing opened road allowance. b) Zoning for the proposed development is in place. c) An agreement for the sales office has been executed with the Township dealing with: • An acceptable site plan. • Provision of fire protection. • Provision of services (sewer, water, hydro) if available. If not Fire Department approval will be required. • The overall grading plan has been approved and there has been preliminary acceptance of the drainage system for the sales office lot. • Security is provided by the Township in the amount of $10,000.00 to ensure the obligations of the Developer are carried out as required by the terms of the Agreement or provide for the demolition and removal of the structure if the subdivision plan does not proceed to registration within one year. Township of Oro - Medonte Engineering Criteria Page 4 June, 2012 Page 88 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE — ENGINEERING DESIGN CRITERIA Confirmation that issuance of a building permit for the sales office is entirely at the risk of the Developer and without liability or responsibility to the Township. The Developer shall indemnify the Township from all damages arising in connection with the issuance of building permits for the sales office, Confirmation the Developer agrees the use of the sales office lot shall be restricted to parking and the sales office. One sales office will be allowed for marketing homes within the development. 1.6 Subdivision Agreement Schedule 1.6.1 preparation of Subdivision Agreement The draft of the Subdivision Agreement will be prepared by the Township Solicitor and forwarded to the Director of Development Services. The final Subdivision Agreement will be prepared under the direction of the Director of Development Services in consultation with various Township departments, who will obtain Council's approval for the execution of the Agreement. The Director of Development Services must be in a position to clear ALL conditions of Draft Plan Approval prior to the preparation of the Final Subdivision Agreement. Note: In conjunction with preparation of the Subdivision Agreement the Developer's Consulting Engineer shall provide the Township with the appropriate number of copies of the following: a) Ministry of Environment Applications for approval for Township services to be constructed for the proposed subdivision. b) The name of the person and title and/or company and Mortgagees with whom the Subdivision Agreement will be executed. The Developer's address and telephone number shall be provided. C) The name, address and telephone number of the Developer's lawyer. d) A breakdown of the number of units proposed within the subdivision: • Single- family units • Semi detached units Townhouse units Apartment units : one bedroom and bachelor two or more bedrooms e) The Reference Plan for the subdivision. f) The legal description of the subdivision, based on the Reference Plan. Township of Oro - Medonte Engineering Criteria Page 5 June, 2012 Page 89 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE ® ENGINEERING DESIGN CRITERIA g) The proposed final plan for registration (M -Plan) complete with the street names, lot numbers, surveyor's certificate, Owner's certificate and all other pertinent information required by the registry office. h) The final draft reference plans for any easements to be granted to the Township. i) The engineering drawings, acceptable to the Township. j) The "M" and "R" Plans reduced to legal size. k) An O.L.S. certificate in tabular form identifying and certifying all lots and corresponding frontages, depths and areas are in compliance with the appropriate Zoning By -Law. 1) A detailed cost estimate of Township services to be constructed for the subdivision. The cost estimate shall be signed and sealed by a Professional Engineer. The estimated cost of Services shall be detailed to show individual items of construction. The total estimated cost of Services shall include the following: i. Detailed cost of services, per Schedule of Construction Costs, see Page 9; ii. The actual estimated cost of street lighting and associated underground distribution system; iii. Any other miscellaneous expenditures required by the Subdivision Agreement as the Developer's obligation, such as park equipment, park landscaping, development of open space, etc.; iv. Allowances for contingencies and engineering in the amount of 15% of the estimated cost of services; V. H.S.T. This estimate will be used as a basis for calculation of the security to be posted for the development. m) The Developer shall provide the Township with written confirmation from the following utility authorities that satisfactory arrangements have been made for the installation of services in the proposed subdivision, at no cost to the Township: • Bell Canada • Cable TV Company • Canada Post • Hydro One • Enbridge Gas • Any other Authority where required. In addition to the above, Location Approvals shall also be submitted by the appropriate utility authorities. Where requested, easements shall be provided for utilities, at no cost to the utility company or Township. n) Proposed timetable for construction of services. o) Proposed landscaping plan where necessary or required. Township of Oro - Medonte Engineering Criteria Page 6 June, 2012 Page 90 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE ® ENGINEERING DESIGN CRITERIA P) Proposed phasing plans. 1.6.2 Requirements Prior 4o Commencement of Construction Prior to commencement of construction, the Developer's Consulting Engineer shall submit the following information to the Township for approval (Allow at least 2 weeks for review). a) 3 sets of all construction specifications. b) The proposed contractor and subcontractors. C) The contractor's list of suppliers. d) One copy of the signed contract documents complete with unit prices. e) All other information specified in the Subdivision Agreement as a requirement prior to commencement of construction or other information required by the Township. Ministry of Natural Resources, NVCA, LSRCA and /or DFO work permits for works within water bodies. g) Completed Township of Oro - Medonte "Notice To Commence Work ". 1.7 Certificate of Substantial Completion and Final Acceptance The term "Certificate of Substantial Completion" shall be used to describe the date when the services are complete and acceptable to the Township subject to the maintenance requirements pursuant to the Subdivision Agreement. "Final Acceptance' shall be the terminology used when the Developer's maintenance requirements have been fulfilled and the Services are acceptable to the Township. "Final Acceptance" of the subdivision shall be the date on which the Township agrees all the conditions of the Subdivision Agreement have been fulfilled, and all maintenance requirements have been completed. The "Certificate of Substantial Completion" and "Final Acceptance" must be requested in writing by the Developer. The dates for "Certificate of Substantial Completion" and "Final Acceptance" of the Services in the development shall be established by the Township. When the Services are complete to the satisfaction of the Consulting Engineer, he shall advise the Township in writing the work is completed and shall request an inspection by the Township. The Township shall carry out their inspections and shall advise the Consulting Engineer of any items of work requiring further rectifications. When all deficiencies have been corrected to the satisfaction of the Township, a report shall be forwarded to the Township ( "Certificate of Substantial Completion ") recommending a date for the commencement of the maintenance period. Near the end of the maintenance period the services shall be re- inspected by the Consulting Engineer and Township and all deficiencies found shall be corrected. When the Consulting Engineer is satisfied the work is complete and acceptable, they shall advise the Township and submit a request for a final inspection to be completed by the Township. When all work is completed to the satisfaction of the Township of Oro- Medonte Engineering Criteria Page 7 June, 2012 Page 91 of 366 'A Jt� (J r J5 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE — ENGINEERING DESIGN CRITERIA Township, a report shall be forwarded to the Township recommending "Final Acceptance" of the works. 1.7.1 Reductions in Financial Securities Reductions in financial securities held by the Township will be considered in accordance with the provisions of the Subdivision Agreement. Request for reductions should be made in accordance with the sample letter on page 10. 1.8 Administration Fees, Securities, Development Charges The administration fees, securities and development charges applicable to subdivision development are stipulated in the Subdivision Agreement. Reductions in securities will be considered in accordance with the provisions of the Subdivision Agreement. A sample letter is enclosed on Page 10. Township of Oro - Medonte Engineering Criteria Page 8 June, 2092 Page 92 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE e ENGINEERING DESIGN CRITERIA SCHEDULE OF CONSTRUCTION COSTS SUBDIVISION: DEVELOPER: CONSULTING ENGINEER or LANDSCAPE ARCHITECT (where applicable): SUMMARY A. E. C. Municipal Works Internal Work Rough Grading Sanitary Sewers Watermain Storm Drainage Works Stormwater Management Facilities Curb and Sidewalk Road Granulars and Base Asphalt Top Asphalt Street Lights Street Signs and Barricades Streetscape, Landscaping and Boulevard Sodding Fencing Culverts Driveway Entrances Sub -Total External Work Watermain Sanitary Sewer Storm Sewer Roads Sub -Total Internal & External Sub -Total Engineering and Contingencies allowance 15% Sub -Total HST (13 %) Total Township of Oro•Medonte Administration Fees To be calculated by the Township $ $ $ Notes: 1. Lot grading deposits and related fees are posted with the Township at the time of building permit application, in order to secure adequate lot grading and drainage is maintained to the satisfaction of the Township of Oro - Medonte. Township of Oro - Medonte Engineering Criteria Page 9 June, 2012 Page 93 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE v ENGINEERING DESIGN CRITERIA Sample Letter - Request For Reduction In Letter of Credit Date: Township of Oro - Medonte 148 Line 7 South Oro, ON LOL 2X0 Attention: Director of Development Services Re: (Name of Subdivision) On behalf of the owners of the above development, we are requesting your consideration and approval of a reduction in the amount of the letter of credit held by the Township as performance and maintenance security. We have attached hereto a summary listing the value of the work completed to date, based upon the Schedule of Construction Costs included in the Subdivision Agreement, revised as noted to reflect all required alterations to the works. The current value of securities is calculated as follows: 1) Value of outstanding work $ (incl. contingency, engineering fees and HST) 2) Maintenance Holdback $ (10% of original securities) Total $ We are also attaching a Statutory Declaration by the owner that all outstanding accounts relative to work in this subdivision have been paid. Yours very truly, (Signature of Engineer) Name of Engineering Firm Township of Oro - Medonte Engineering Criteria Page 10 June, 2012 Page 94 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE ® ENGINEERING DESIGN CRITERIA 2 Submission Requirements ents 2.1 introduction This section outlines the required submissions to be made to the Township. All submissions are to be coordinated by the Consulting Engineer. Second and Final submissions are not to be made until the Township's comments regarding the first and second submission, respectively, have been received and incorporated. Prints of drawings for all submissions shall be in accordance with Township standards and each print shall be stamped with the submission number (1, 2, or 3) and date of submission. Engineering drawings shall be submitted to the Township. The Consulting Engineer is advised to review the Ministry of Transportation and /or County of Simcoe design criteria for adjacent roads to determine the requirements for submission of engineering drawings to MTO and /or the County, if applicable. 2.1.1 Engineering Requirements for Draft Plan Approval A Preliminary Engineering Report must be submitted by the Developer's Consultant. This report must be presented in a readable, comprehensive and professional manner. The Report must be signed and sealed by a Professional Engineer. This Preliminary Report shall contain the following and be submitted in duplicate: a) The Draft Plan The Draft Plan must be in compliance with the Planning Act, as amended, and in a form acceptable to the Planning Department of the Township. Reductions of the Draft Plan (11" x 17 ,,), to scale, must be submitted. b) Contour Plan This plan must be at a scale of no larger than 1:1000 giving contour lines at sufficient intervals to permit assessment of existing surface drainage patterns. Contour intervals shall not be greater than 1.5 metres. This plan is to extend to the limits of the drainage area to be served by proposed sanitary and storm sewer systems, including lands beyond the boundaries of the subdivision. For large external drainage areas, separate Contour Plans at a larger scale may be provided. All elevations are to refer to Geodetic Datum. Township of Oro- Medonte Engineering Criteria Page 11 June, 2012 Page 95 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE ® ENGINEERING DESIGN CRITERIA c) General Plan of Services This will be a plan based on the Draft Plan and must schematically show the proposed storm and sanitary sewer systems and watermains and their connection to existing systems. Direction of flow must be indicated on all sewers. This plan is to be accompanied by preliminary engineering calculations indicating the quantity of flows at the connection to existing systems and /or at proposed outfalls. Consideration must be given to the whole catchment area to ultimately be developed. Blocks and easements for storm and sanitary sewers, stormwater management facilities and watermain systems shall also be shown. Preliminary road profiles and area grading requirements must also be identified in the Preliminary Report. Blocks of land for community mail centres must be identified on the Draft Plan and the General Plan of Services. Proposed noise attenuation barriers are to be shown. d) Drainage Plan When a natural drainage channel passes through and is affected by the construction of the subdivision, drawings must be submitted to indicate the location and typical cross - sections of the existing channel and of any proposed changes. In general, creek diversions will not be permitted. An erosion - sediment control plan will be required. A preliminary stormwater management plan and report will be required by the Township in accordance with the requirements outlined in this document. The Consultant must submit an outline of the siltation and erosion control plan in accordance with the requirements of these standards. �` }�Pl` All drainage designs shall be carried out in general compliance with the MOE, Stormwater AG r Management Planning and Design Manual (March 2003) as amended. ny proposed modifications to an existing channel and /or floodplain will (if applicable) require MNR, LSRCA, MVCA and /or DFO review and approval. The Consulting Engineer must consult with staff from the appropriate agency(s) and confirm their requirements, prior to proceeding with (' the preliminary engineering report. e) Soils Report A preliminary soils investigation and report from a qualified geotechnical consultant will be required, with particular attention to sub - surface soil and groundwater conditions and the ability of the soils to structurally support underground services, roadways and foundations for residential, commercial, or industrial type structures. The report must determine the elevation of seasonal high groundwater and comment on minimum foundation elevations to avoi uildings construc e- below groundwater. Township of Oro - Medonte Engineering Criteria Page 12 June, 2012 Page 96 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE — ENGINEERING DESIGN CRITERIA f) Hydrogeologic Report — Rural Development The proponents of a draft plan application proposing individual water supply wells and sewage disposal systems shall provide a detailed Hydrogeological Report prepared by a qualified Hydrogeologist, relating to the soil types and their ability to physically accommodate private sewage disposal systems, the availability of potable groundwater supplies from the proposed water supply sources, the anticipated quantitative and qualitative impacts within the development and with neighbouring water sources, and proposed mitigative measures. Preliminary on -site testing must be reviewed with the Township and must be sufficient to support the proposed residential density. Test wells shall be drilled and pump testing performed to carry out the hydrogeological investigation, in accordance with the latest MOE guideline(s). The proposed monitoring program, prior to, during and after construction shall be submitted by the hydrogeologist to the Township for review. (g) Water Mains and Sanitary Sewers Where water mains and sanitary sewers are proposed, comprehensive servicing reports shall be prepared and submitted to the Township. Available capacity in existing water treatment and sewage treatment plants must be taken into consideration. Where public communal water systems are proposed the requirements of Section 4.4 shall apply. 2.2 First Engineering Submission The following submissions shall be compiled and submitted to the Township simultaneously: Engineering Submission 1) A Letter of Retainer from the Consulting Engineer stating they have been engaged for the design and general construction inspection of all works, and coordination of sub - consultants. 2) le ccomplete sets (unless noted otherwise) of the following drawings are required: a. Approved Draft Plan b. Proposed Plan for Registration (M Plan) showing all lot and block numbering and dimensioning c. General servicing plan d. Composite utility plan e. Storm drainage plans f. Sanitary drainage plan g. Erosion and siltation control plan h. Plan and profile drawings i. Miscellaneous and special detail drawings j. Grading plan Township of Oro - Medonte Engineering Criteria Page 13 June, 2012 Page 97 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE a ENGINEERING DESIGN CRITERIA k. Landscape and streetscape plan I. Grading plans for park blocks m. Grading plan for school blocks n. Copies of detail drawings for outlets and watercourse improvements o. Preliminary R Plan(s) showing proposed easements (if required) 3) Three copies of the Stormwater Management Report and storm sewer calculations on standard design sheets. 4) Three copies of water supply and distribution report providing calculations to support the design of the distribution works including main sizes, fire flows and anticipated flows and pressures for domestic and other users. 5) Three copies of sanitary design calculations on standard design sheets. 6) Three copies of the Traffic Report (if required). 7) Three copies of the Acoustical Report (if required). 8) Three copies of the Arborist Report (if required). 9) Three copies of the Geotechnical Report. 10) Archaeological Assessment (if required). 11) Illumination calculations (if required). 12) A letter from the Consultant, summarizing the contents of the submission and certifying the design conforms to the Township Design Criteria. Municipal Structures Submission When a new roadway structure (ie. bridges, culverts, water crossings) is proposed, a specific submission related to the structure is required, which includes the following information. 1) Two copies of the General Arrangement drawing(s), prepared in general accordance with the MTO Structural Manual. It includes the roadway structure plan, profile, elevation and cross sections. 2) Two copies of the Design Report which includes but is not limited to the description of the works, how the detail was arrived at, different options and cost analysis /least expensive alternate. 3) Two copies of the Design Criteria Sheet which includes but is not limited to the type /class of roadway, volume of traffic, geometric information and cost estimate, 4) Two copies of the Geotechnical Report. 5) Two copies of the Hydrology Report. 6) A letter from the Engineer responsible for the design which certifies that: The bridge type, length and width are appropriate; HBDC requirements are met; Ministry standards have been followed; Township of Oro - Medonte Engineering Criteria Page 14 June, 2012 Page 98 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE — ENGINEERING DESIGN CRITERIA The most economical life cycle cost solution has been selected for the site; ® Canadian Highway Bridge Design Code. 7) The structural design drawings and details included as part of the Subdivision Agreement shall be stamped and signed by the Engineer who designed the roadway structure and by the professional engineer who check the structural design drawings. Parks and Landscaping Submission 1) A Letter of Retainer from the Consulting Landscape Architect stating they have been engaged for the design and complete general construction inspection of all landscape works, plus an outline of the items contained within the submission. 2) A covering letter from the Consulting Engineer and /or Landscape Architect stating the landscape work is in conformity with the proposed grading and Township services for the development, plus an outline of the items contained within the submission. 3) Two copies of the following drawings (where applicable): Existing Natural Features Assessment • Tree Survey /Vegetation Analysis and Tree Preservation Plan • Streetscape and Buffer Planting Plans • Detailed Park Development Plans • Stormwater Management Pond Planting Plan 2.3 Subsequent Submissions Subsequent submissions shall be made, as required, until the drawings and designs are acceptable to the Township. The design of the underground electrical distribution system shall be completed by Hydro One. This design of the streetlight system shall be completed by an Electrical Engineer retained by the proponent. These designs shall be submitted to the Township and shall be approved prior to the final approval of the engineering drawings. The design of the Bell telephone system, Cable TV system and gas mains shall follow the same format as the Hydro One requirements, for a joint trench scenario. All utility information is to be shown on a Utility Coordination Plan, prepared by the Consultant. The following submissions shall be compiled and submitted to the Township simultaneously, comprised of the number of copies shown. 2.3.1 Second Engineering Submission The following submissions shall be compiled and submitted to the Township simultaneously: Township of Oro - Medonte Engineering Criteria Page 15 June, 2012 Page 99 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ®R®- MEDONTE — ENGINEERING DESIGN CRITERIA Engineering Submission 1) First submission drawings "red lined" by the Township from the First Submission review. 2) Detailed chart or report with all of the First Submission comments and how they have been met. 3) Copies of all other applicable approval agencies comments. 4) Two complete sets of all revised drawings, proposed M- and R- Plans. 5) Original plus one copy of Ministry of Environment application forms, signed by the Developer and the Consulting Engineer. 6) Three copies of the Subdivision Agreement Schedules Pertaining to Engineering Submission and all applicable cost estimates. 7) Three copies of Utility Coordination Plan. 8) Three copies of street light design plans. 9) In addition to storm sewers, sanitary sewers and water mains, MOE approval is required for proposed engineered channels, storm water detention ponds and storm water management features. The Township will not sign the MOE Application until satisfied with the engineering design. It is the Consultant's responsibility to forward the complete application to the MOE. Parks and Landscapinq Submission A covering letter from the Consulting Landscape Architect outlining the submission contents. Two sets of revised landscape drawings as per Township comments. One complete set of landscaping cost breakdowns. 2.3.2 Final Engineering Submission The following plans and documents shall be compiled and submitted in their entirety by the Consultant in one complete package. Any incomplete submissions, delivered to the Township, shall be returned immediately. 1) One copy of the Proposed M -Plan and R -Plan. 2) Two complete sets of all drawings listed in the Subdivision Agreement. 3) Drawing originals stamped and signed by the Consulting Engineer and/or Landscape Architect (where applicable). 4) A digital copy of the complete set of engineering drawings in accordance with the Township CAD requirements. 5) Two copies of the final storm drainage plan and the storm sewer design sheet labelled final design. 6) Copies of all required approvals — ie. MOE, MTO, NVCA, LSRCA, etc. Township of Oro - Medonte Engineering Criteria Page 16 June, 2012 Page 100 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNSHIP OF ORO- MEDONTE — ENGINEERING DESIGN CRITERIA 7) Detailed cost estimate of all proposed works. 8) Two copies of the Owner's insurance certificate as per the Subdivision Agreement. 9) The Developer shall submit evidence in writing that agreements are in place with Hydro One, Bell Telephone Company, natural gas company and Cable TV for the installation of these utilities in a common trench in the prescribed locations on road allowances within the plan of subdivision. 10) The Developer shall submit evidence in writing that agreements are in place with Hydro One or any other approved Contractor for the installation of street lighting. 11) The Developer shall submit evidence in writing that satisfactory arrangements are in place with Canada Post for the location of mailboxes. The drawing originals will be signed and stamped "Reviewed" for construction and will be returned to the Consultant. Five copies of the complete set shall be returned to the Township. Only drawings accepted for construction shall be utilized during construction of the works. Any changes in drawing originals by the Consulting Engineer are subject to approval by the Township, Upon completion of the construction of the services, the Consultant shall obtain the 'as- constructed' field information and revise the original drawings accordingly. 12) A summary of lot area and frontage for each Lot/Block to confirm compliance with the Township zoning. Township of Oro - Medonte Engineering Criteria Page 17 June, 2012 Page 101 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3 Drawing Requirements ents 3.1 Specifications for Engineering Drawings Size: Drawings to be Metric Standard Al (594mm X 841mm) or Imp. equivalent Format: Same as Township standard sheets unless otherwise approved. Materials for Final Submission and "as- constructed" drawings: Bond for Final Submission Bond for "as- constructed" Black Ink (permanent) Digital copies on CD (all submissions) Materials for Preliminary Submissions: Bond Black Ink (permanent) 302 General Drawing Requirements All engineering drawings shall be prepared in metric and in a neat and legible fashion. The design information presented on these drawings shall be completed in ink. The standard Township of Oro - Medonte title block as shown in the detail drawings shall be used on all engineering drawings. A title sheet is required for the engineering drawings. Storm and Sanitary Drainage Area Plans may be prepared on a paper size other than Metric Standard Al in order for the entire drainage system to be presented on one sheet. The lot numbering and block identification on all engineering drawings shall be the same as shown on the Registered Plan for the area. All elevations shown on the engineering drawings are to be of geodetic origin (stating NAD 1927 or NAD 1929). Aerial photo interpretation methods for securing existing contours and elevations will not be accepted by the Township for base plan information on engineering drawings. A local benchmark (stating NAD 1927 or NAD 1929) note must appear in each drawing. ownship of Oro - Medonte Engineering Criteria Page 18 June, 2012 Page 102 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... All plan and profile drawings are to be prepared so that each street can be filed separately. The street names shall be identified on the plan portion of the drawings. When streets are of a length that requires more than one drawing, match lines are to be used with no overlapping of information. The reference drawing numbers and centreline stations for all intersecting streets and match lines shall be shown on all plan and profile drawings. A north arrow and key plan shall be included on the top right hand side on all drawings. All engineering drawings shall be stamped by a Professional Engineer, The Engineer's stamp must be signed and dated, and the drawings are to be signed by the Township Engineer prior to the issuance of drawings for tendering. All landscape drawings shall be stamped by a certified Landscape Architect. Existing information shall be shown light or background line weight. Proposed information shall be shown bold or foreground line weight. In general east -west streets shall have zero chainage at their westerly limit and north -south streets shall have their zero chainage at their southerly limits. The intersection of centrelines of street shall be used as zero chainage. Chainage on a plan - profile shall increase from left to right. 3.3 Computer Aided Drawings (CAD) Digital software compatible with AutoCAD .DWG file format shall be used to prepare all drawings, in accordance with industry accepted standards and protocols. 3,4 General Servicing Plans A "General Plan of Services" drawing showing aboveground services and appurtenances shall be prepared for all developments at a maximum scale of 1:1,000. When more than one "General Plan of Services" drawing is required for any development then the division of drawings shall reflect the limits of the Registered Plans as closely as possible. Where more than one plan is prepared, a supplementary "General Plan of Services" at a smaller scale shall be prepared to show the entire plan of subdivision on one drawing. The reference Geodetic Benchmark and the Site Benchmarks to be used for construction shall be identified on the General Plan of Services. A Key Plan at a scale of 1:10,000 shall be shown on all "General Plan of Services" drawings and the area covered by the drawing shall be clearly identified. Township of Oro - Medonte Engineering Criteria Page 19 June, 2012 Page 103 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... A drawing index shall be shown on all "General Plans of Services" to identify the Plan and Profile Drawing number for each street or easement shown. All road allowances, lots, blocks, easements and reserves are to be shown and are to be identified in the same manner as shown on the Registered Plan. All existing services, utilities and abutting properties are to be shown in light or background weight lines. All services to be constructed are to be shown on the "General Plan of Services" in solid lines. Dimensioning of utilities and roadways is not required on the "General Plan of Services ". All sites for parks, schools, churches, commercial and industrial development must be shown. If a subdivision encroaches on an existing floodplain, the approved fill line restrictions must be shown on all applicable drawings. General Plans shall indicate, but not be limited to the following: roadways with curb lines and street names; horizontal control data; watermains with notes indicating material, diameter and length; water valves, curb stop valves, hydrants, connections and services; maintenance hole numbers; sewers with direction of flow and notes indicating diameter, length, grade; inlets and sewer connections and services; signage: traffic control school future land use barricades; fencing indicating height and type; retaining walls; community mail boxes with number of units serviced; hydro vaults, street lights, sidewalks; boulevard trees. rownship of Oro - Medonte Engineering Criteria Page 20 June, 2012 Page 104 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3.5 Storm Drainage Plans Watershed Area The watershed area shall be determined from contour plans and shall include all areas that naturally drain into the system and any fringe areas not accommodated in adjacent storm drainage systems, as well as other areas which may become tributary by reason of regrading. This information shall be confirmed with the Township Engineer prior to the start of the design of the internal servicing of the site. External Areas A plan shall be prepared to a scale of 1:1,000 to 1:2,000 dependent upon the size of the watershed area, to show the nature of the drainage of the lands surrounding the development site and to show all external drainage areas that are contributory to the drainage system for the development. The external drainage areas shall be divided into smaller tributary areas and the area and the location to which the tributary area is considered to drain in the design shall be clearly shown. The plan shall clearly show all existing contours used to justify the limits of the external drainage areas. In lieu of precise information on development as a whole or any part of a watershed area, the latest Zoning By -law and Official Plan issued by the Township shall be used to determine the correct values of the run -off parameters to be used for all external areas in the design and to determine the specific areas to which these values apply. This external drainage area plan shall be prepared and shall be submitted to the Township Engineer at the functional report stage and prior to the commencement of the detailed storm sewer design. Internal Areas An internal storm drainage plan shall be prepared to a scale of 1:1,000 and shall include all streets, lots, blocks and other lands within the development. The proposed storm sewer system shall be shown on this plan with all maintenance holes numbered consecutively from the outlet. These maintenance holes shall be the tributary points in the design and the area contributing to each maintenance hole shall be clearly outlined on this plan. The area, in hectares, of each contributing area (to the nearest hundredth) and the run -off parameter used shall be shown in a circle located within the contributing area. In cases where areas of different run -off parameters may be tributary to the same maintenance hole, the areas and the parameters shall be separately indicated on the plan. In determining the tributary area to each maintenance hole, the proposed grading of the lots must be considered to maintain consistency in the design. Township of Oro - Medonte Engineering Criteria Page 21 June, 2012 Page 105 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... In the case of large areas under single ownership or blocks requiring future site plan agreements, the design shall be prepared on the basis of the whole area being contributory to one maintenance hole in the abutting storm sewer unless more than one private storm connection is necessary to serve the property, in which case the appropriate area tributary to each connection shall be clearly shown and taken into account in the storm sewer design. The storm drainage plan shall indicate but not be limited to the following: existing contours; • drainage patterns of adjacent lands; • runoff coefficients and areas (ha) of tributary areas outside the development and for each section of the storm sewers within the development; • direction of runoff, • street names; • maintenance hole numbers; • sewer sizes, slope and directions of flow; • any catch basins or swales, on the lots or blocks, required to collect the runoff; • temporary or permanent quantity and quality stormwater management facilities; • major and minor overland flow routes; • culverts and other drainage appurtenances. 3.6 Sanitary Drainage Plans All tributary areas used for the determination of the design flows shall be shown on a plan at the scale of 1:1,000. The plan shall indicate the land use, area and population density or number of units. Standard sanitary sewer design sheets shall be used to compute the design flow for each leg of sewer. Each sanitary drainage area on the plan shall show an identification number along with population and area. 307 Grading Plans Scale: 1:500 for single - family or semi - detached urban areas, 1,200 for multi - family areas and 1:1,000 for rural estate areas. The specified lot grade shall be shown at a location 8 m from the street line. For °split" or "walkout' type drainage patterns, the specified rear of house grade shall be shown. The specified minimum basement floor elevation and minimum apron grades for each lot shall also be shown. The grading plans shalt indicate, but not be limited to the following: elevations to be referenced to geodetic datum, .ownship of Oro - Medonte Engineering Criteria Page 22 June, 2012 Page 106 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... • all lots and blocks within the subdivision, numbered in accordance with the plan proposed for registration; • existing contours at maximum 0.5 m intervals within the subdivision and extended outside the subject lands far enough to determine the existing drainage pattern; • driveway, water service box locations and building envelopes; • elevations at existing trees, structures, watercourses, etc.; • centreline elevations of proposed and existing roads at 20 m intervals; • proposed elevations at front and rear building envelope; • proposed elevations at the corners of each lot and block and intermediate point of grade change; • proposed elevations at side yard highpoints if applicable; • proposed 0.5m contours for grading within large blocks and parks; • proposed grades for major and minor overland flow routes; • lot fabric of subject lands including lot, block and easement description; • physical structures such as fencing, retaining walls, etc.; • proposed and existing culverts; • proposed and existing storm sewer / drainage structures, including rim elevations. All rear lot catch basins shall also include the invert elevation of the outlet pipe; • an arrow indicating the direction of the surface water run -off from all lots; • all swales, other than the normal side yard swales, along with percent grade and the invert elevation of the swale at regular intervals; all swales to be topsoiled (minimum 100 mm) and sodded; all terracing required with the intermediate grades specified; all rear lot surfaces shall be constructed to a maximum lot grade of 12 % for 6 m behind the house, remaining are to have slopes of 3:1 maximum; the lot grading plan shall make note of the Township Standard Drawings that are applicable to the grading of the development. The Township reserves the right to refuse any house type, which is incompatible with the lot grading design, specified for a lot; • a 0.6 m strip shall be left undisturbed along the boundary of the subdivision next to adjacent properties unless grading is required to eliminate drainage problems on adjacent properties. Such grading must be stipulated on the approved Lot Grading Plan. Silt Control fencing shall be shown within the undisturbed strip along the boundary of the subdivision; • lot drainage is to be self - contained within the subdivision limits, where possible; • proposed locations for building envelopes and envelopes for private sewage disposal where required; • all proposed easements for registration; • heights of proposed retaining walls, fences, etc.; • all retaining walls in excess of 1.2 m to be engineered by Professional Engineer. Township of Oro - Medonte Engineering Criteria Page 23 June, 2012 Page 107 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3.8 Pla n-Proffle Drawings Plan — profile drawings are required for all Township roadways, blocks and easements where services are proposed within the development, for all outfalls beyond the development to the permanent outlet, for all boundary roadways abutting the development and for other areas where utilities are being installed below grade. Plan — profile drawings are to be drawn to a maximum horizontal scale of 1:500 and a maximum vertical scale of 1:50 and are to include the following: • complete legend; • all existing or proposed services, utilities and abutting properties are to be shown in light or background weight lines; • all services to be constructed are to be shown in solid lines; • the profile portion of the drawing shall be a vertical projection of the plan portion whenever possible; • all road allowances, lots, blocks, easements and reserves are to be shown and are to be identified in the same manner as on the Registered Plan. • all curb and gutter and sidewalks shall be shown and dimensioned on the plan portion of the drawing; • where multiple drawings are required for one street, match lines must be used with no overlap or duplication of information; • where intersecting streets or easements are shown on a plan - profile, only the diameter of the pipe and direction of flow of the intersecting sewers shall be shown; • on profile portion of drawings the type of sewer, diameter, length and grade shall be shown; • on profile portion of drawings the watermain diameter and length, shall be shown; • only the type, direction of flow and diameter of pipe shall be shown in the plan portion; • all maintenance holes shall be shown on the plan and on the profile portions of the drawing and be identified by chainage and I.D. number and shall also be referred to the applicable Standard Drawing or to a special detail on the profile portion of the drawing. All invert elevations shall be shown on the profile with each having reference to the north arrow; • all sewer maintenance holes which have safety platforms are to be noted; • all drop connections are to be noted and referred to the Standard Drawing; • all catch basins and catch basin connections shall be shown. Catch basins are to be numbered for easy reference. All rim and invert elevations for rear lot catch basins are to be shown; • all watermains, hydrants, valves, bends and fittings, etc, shall be shown, described and dimensioned on the plan portion of the drawing. In addition, the watermain shall be plotted to true scale size on the profile portion of the drawing, complete with details on the depth of cover; the location of all storm, water and sanitary service connections shall be shown on the plan portion of the drawing using different symbols for each service. These services need only be dimensioned when the location differs from the standard location as shown on the Township Standard Drawings. The connections to all blocks in the development shall be fully described and dimensioned (size, length, grade, invert elevations, materials, class of pipe, bedding, etc.); - ownship of Oro - Medonte Engineering Criteria Page 24 June, 2012 Page 108 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... the existing and proposed centreline road grades shall be shown every 20 m with stations shown measured in metres (ie. STA 0 +000, STA 0 +020). Even 10 m intervals to be indicated in vertical curves; • beginning and end of curve stations, intersections and end stations shall also be shown to three decimal points; • the original ground at centreline and the proposed centreline road profile shall be plotted on the profile. The proposed centreline road profile shall be fully described (length, grade, P.I. elevations, vertical curve data, high point chainages, low point chainages, etc.); • details of the gutter grades around all 90 degree crescents, intersections and cul -de -sac shall be provided on the plan portion of the drawing as a separate detail at a scale of 1:100; • special notes necessary to detail construction procedures or requirements are to be shown; • chainage for the centreline of construction are to be shown on the profile portion of the drawing. The P.I., B.H.C., E.H.C., B.V.C. and E.V.V. chainages are to be noted; • the basement elevation of all existing dwellings on streets where sewers are to be constructed shall be noted on the profile; • all existing services, utilities and features are to be shown on the plan portion. Those services and utilities below grade that are critical to the new construction shall also be shown in the profile. Test holes may be required to determine actual elevation of these services and utilities; profiles of roadways shall be produced sufficiently beyond the limits of the proposed roads, to confirm the feasibility of possible future extensions; the location of all luminaire poles shall be clearly shown on the plan portion; the proposed location and type of all street name and traffic control signs shall be shown on the plan portion; proposed locations and types of all trees to be shown on the plan portion; where possibility of conflict with other services exist, connections are to be plotted on the profile or a crossings chart included; the detail information from all borehole logs is be plotted on the profile drawings and located on the plan. 3.9 Utility Coordination Plan The Utility Coordination Plan shall be prepared in the same format as the "General Plan of Services" and show all the same aboveground information as well as the proposed location of driveways, Bell Canada, Hydro, Gas and Cable TV. All locations must be established and resolved by the Consulting Engineer in conjunction with the Utility companies and in accordance with the locations shown on the typical cross - section. 3,10 Detail Drawings The Township of Oro - Medonte Standard Drawings shall be utilized whenever applicable. The use of the latest revision of the Ontario Provincial Standard Drawings may be utilized as specified in this document or when approved by the Township. These drawings shall be reproduced as part of Township of Oro - Medonte Engineering Criteria Page 25 June, 2012 Page 109 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... the engineering drawings for the development and must be referred to by number on the affected plan and profile drawings. The Consulting Engineer shall be responsible to check the suitability of the details provided on these standard drawings for the application proposed. Individual details shall be provided by the Consulting Engineer for all special features not covered by the Township of Oro - Medonte Standard Drawings. These special details shall be drawn on standard sized sheets and shall be included as part of the engineering drawings. The minimum scale to be used for any special maintenance hole or sewer detail shall be 1:25. 3,11 Parkland Development Drawings General Requirements The Developer shall be responsible to prepare a detailed Grading Master Plan for approval by the Township, for all lands to be dedicated for park purposes. This plan shall show all existing trees and features that are in conformity with the end use of the park and that are to remain. All other trees shall be removed by the Developer subject to Township approval. Prior to preparing park development plans, the Developer shall meet with Township staff to review Township recreational needs, i.e. soccer pitches, ball diamonds, etc. This Master Plan shall be prepared at a scale of 1:500 and form part of the approved Engineering Drawings, indicating the following, at a minimum: existing contours at maximum 0.5 m intervals; drainage structures and direction of overland drainage; species and size of existing plant material to remain and be protected; species and size of plant material to be removed; proposed underground services, as required; layout of all proposed recreation facilities; • layout of parking lot and spaces (including handicapped parking); • layout of all trails; • proposed site amenities including benches, bike racks, trash receptacles, signs, washrooms; • perimeter fencing; • park lighting; • all surface treatments; • all proposed plant materials. A Park Development Cost Estimate based on estimated quantities with corresponding unit prices is required along with the drawing submission. - ownship of Oro- Medonte Engineering Criteria Page 26 June, 2012 Page 110 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3.12 Trails and Walkways Drawing requirements for trails and walkways will be determined in conjunction with the Township at the time the need is identified. 3,13 Landscaping 3.13.1 General Requirements All landscape plans shall be drawn and stamped by a Full Member of the Ontario Association of Landscape Architects. All landscape plans shall be drawn at a minimum scale of 1:500. The landscape documents may include but not limited to the following drawings: Existing Natural Features Assessment; Tree Survey /Vegetation Analysis; Tree Preservation Plan and Details; Streetscape and Buffer Planting Plans and Details; Detailed Park Development Plans and Details; • Trails Master Plans and Details; • Landscape Restoration Plans and Details; • Stormwater Management Facility Planting Plan; • Lighting Plans; • Planting Plans. Detailed Cost Estimates will be required for all approved landscape plans. This estimate will be used for security purposes. All streetscape plans shall be consistent with the Township of Oro - Medonte Engineering Design Criteria and will require Township approval before implementation of the plans. The Streetscape Plan shall show the following: existing trees and natural features to remain; building envelopes, driveways and sidewalks; walkways, trails and easements; required fencing including privacy, acoustic and chain link; proposed plantings; • location of street lighting; • location of public utility boxes and easements and hydrants; heights of existing and proposed retaining walls, fences etc. Township of Oro - Medonte Engineering Criteria pr L Page 27 June, 2012 Page 111 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3.12 Trail and Walkways The Developer may be required to design and construct a trail system, pathways and linkages to existing trail systems. Trail development will be implemented according to Township of Oro- Medonte Standards. Pathways will be required adjacent to parkland and walkway easements adjoining parallel roads or acting as service access shall be fenced, gated and planted according to Township standards. The provision of new trails shall be consistent and support the existing Township -wide trails network. The Township's trails network is generally comprised of: • multi -use urban cycle trails, 3.0 m width (hard surface, multiple user); • multi -use rural soft surface trails, 3.0 m width (crusher fines, multiple users); • greenway trails, 2.0 m width (soft surface, 4- season multi -use trails); • snowmobile trails; • road -based cycle routes. Proposed trails should link together local points of interest, all open space amenities, civic institutions and connect to the regional trails network. To the extent possible the route should utilize public open spaces, unopened right -of -ways, blocks and easements away from roadways. In the event trails are located along roadways additional right -of- way width may be required by the Township. Trails connecting through urban areas located within the road right -of -way should be paved multi - purpose cycle ways. Trails through sensitive natural features should be designed as soft surface paths and located to avoid fragile areas. Entrance points to the trail system should be marked with signage co- ordinated with the Township. Page 112 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Construction details will be required for all landscape elements to be implemented as part of the development. Any required landscape Restoration Plans and Stormwater Management Facility Planting Plans will require Township approval prior to implementation of the plans. Developers are required to display approved landscape plans at the sales pavilions for the homebuilders in any new subdivision. 3,13,2 Motes for Streetscape Submission Drawings The following notes pertaining to layout requirements are to be included on all streetscape submission drawings: NOTE 1 Depicted on this plan are the species and the approximate location of street trees. Once driveways, utilities and light standards have been installed, the exact location of street trees will be staked on site by the Landscape Architect and approved by the Township prior to planting. NOTE 2 Minimum clearances for Street Trees (trees to be planted on private property, 2m offset from the front lot line): 2.0 m from fire hydrants; 2.0 m from driveways; 2.0 m from neighbourhood mailboxes; 3.0 m from hydro transformers; 5.0 m from street light poles; 15.0 m minimum from street line (street intersection as measured from back of curb) and behind the daylight triangle as per the Geometric Design Standards for Ontario Highways; 18.0 m from face of all warning signs. NOTE 3 The tree pits and planting beds for all trees and shrubs located within 1.0 m of underground utilities are to be hand dug. (VOTE 4 Minimum clearance for fences from fire hydrants is 2.0 m. Fownship of Oro - Medonte Engineering Criteria Page 28 June, 2012 Page 113 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NOTE 5 All plant material must conform to the Canadian Standards for Nursery Stock and must be guaranteed for a minimum period of 24 months following acceptance of the work by the Township. 3.13.3 Dotes for Naturalization Submission Drawings The following layout note is to be included on the submission drawings for all areas to be naturalized: !VOTE 9 All plantings and hard landscape features are to be staked out on site and approved by the Landscape Architect and Township prior to installation. Any deviations from the approved landscape plans require Township approval. 3.14 As- Constructed Drawings 3.14.1 General The "As- Constructed" drawings constitute the original engineering drawings that have been amended to incorporate the construction changes and variances in order to provide accurate information on the works as installed in the development. 3.14.2 "As-Constructed" Field Survey The "As- Constructed" revisions shall be based upon a final survey of all the subdivision services and the consulting Engineer's construction records. The final survey of the subdivision services shall include a field check of the following items: (a) Location and invert elevations of all sewer maintenance holes. (b) Distances between all sewer maintenance holes. (c) Location of all roadway catch basins. (d) Location, rim and invert elevations for all rear yard and lot catch basins. (e) Location of all sidewalks and curbs. (f) Location and ties to all valve boxes and valve chambers. (g) Location of all hydrants. (h) Location to all special watermain appurtenances (le, blow offs, etc.) (i) Road centreline elevations. Q) Site benchmarks. Township of Oro - Medonte Engineering Criteria Page 29 June, 2012 Page 114 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... (k) Location of all service connections to all lots and blocks and location of connection from nearest downstream maintenance hole (i.e. 0 +023). (1) Sewer pipe sizes. (m) Location of all fencing constructed as part of the subdivision services. (n) Streetscape landscaping /boulevard plantings. Locations of the applicable street furniture described above shall also include swing ties to three fixed reference points. Swing ties shall be dimensioned on the as- constructed drawings. 3.14.3 Drawing Revisions The original drawings shall be revised to incorporate all changes and variances found during the field survey and to provide the ties and additional information to readily locate all underground services. All sewer and road grades are to be recalculated to two decimal places All Street line invert elevations of storm and sanitary house connections to each block shall be noted on the drawing. All street names, lot numbering and block identification shall be checked against the Registered Plan and corrected if required. The "As- Constructed" revision note shall be placed on all drawings in the revision block. The title sheet of the Engineering Drawings shall be clearly marked with "As- constructed ". The Contract Number, and /or Township Job File Number, if applicable, shall be added to the drawings. Tolerances A maximum vertical plotting tolerance of 0,2 m on the 1:50 vertical profile portion of the drawings and a maximum horizontal plotting tolerance of 1 metre on the 1:500 scale drawing shall be considered acceptable without replotting. All sewer lengths are to be shown to the nearest 0.5 m. The information shown on the "As- Constructed" drawings may be checked by the Township at any time up to two years after final acceptance of the subdivision and if discrepancies are found between the information shown on the drawings and the field conditions, then the drawings will be returned to the Consultant for rechecking and further revision. The consultant shall be required to explain in writing any major difference between the design and the "As- Constructed" data and to provide verification that alteration does not adversely affect the Township of Oro - Medonte Engineering Criteria Page 30 June, 2012 Page 115 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... design of the subdivision services. Submissions Upon completion of all construction work and the "As- Constructed" revisions, the original drawings shall be submitted to the Township for their permanent records. The submission of the "As- constructed" drawings and digital format to the Township must be completed before "Final Acceptance" of the subdivision will be given. The Consulting Engineer shall provide a written declaration to the Township stating that all subdivision works have been constructed in accordance with the terms of the Subdivision Agreement, approved Engineering Drawings and the Township's Design Criteria, prior to "Final Acceptance ". Drawings supplied in a digital format in addition to the standard hard copy shall conform to the most recent requirements and AutoCAD standards of the Township. 3.14.4 Storm Sewers All actual storm system invert elevations shall be indicated on the "as- constructed" drawings. If the difference is greater than 150 mm from the design vertical alignment, affected portions of the sewer or overland drainage route shall be redrawn in profile. Any maintenance hole which differs from the proposed horizontal location by more than 1.50 m shall be redrawn in both plan and profile. In addition the following shall be indicated on the "as- constructed" drawings: • pipe /culvert size, grade, type, class; • chainage from MH along main to service tees. NOTE: If as- constructed grade of sewer differs by more than 1% of the design grade, the Consultant shall submit revised hydraulic calculations. 3.14.5 Sanitary Sewers All actual sanitary sewer invert elevations shall be indicated on the "as- constructed" drawings. If difference is greater than 150 mm from the design vertical alignment, affected portions of the sewer shall be redrawn in profile. Any maintenance hole which differs from proposed horizontal location by more than 1.50 m shall be redrawn in both plan and profile. In addition the following shall be indicated on the "as- constructed" drawings: pipe size, grade, type, class; chainage from MH along main to service tees; dimensions from lot comers and elevations for service laterals. ownship of Oro - Medonte Engineering Criteria Page 31 June, 2012 Page 116 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NOTE: If as- constructed grade of sewer differs by more than 1% of the design grade, the Consultant shall submit revised hydraulic calculations. 3.14.6 Wateraiaias All actual watermain obvert elevations at 30 m intervals shall be indicated on the "as- constructed" drawings. If the difference is greater than 150 mm from design vertical alignment, affected portions of the watermain shall be redrawn in profile. If horizontal alignment changes exceed 1.0 m the affected portions of the watermain shall be redrawn in plan. In addition the following shall be indicated on the "as- constructed" drawings: pipe size, type, class; swing ties to all main appurtenances (valves, bends, tees, etc); chainage from appurtenance along main to main stops; swing ties from lot corners to the curb stop valve box and the invert elevation of each curb stop. 3,14,7 Roadways All actual roadway centre line elevations, at a maximum 20 m interval, shall be indicated on the "as- constructed" drawings. Gutter elevations. shall be indicated for cul -de -sacs and intersections to show drainage into storm system. If horizontal road alignment changes more than 1.0 m or vertical geometry changes greater than 150 mm the plan and/or profile shall be redrawn as appropriate. In addition the following shall be indicated on the "as- constructed" drawings: driveways, lay -bys, curb depressions; road signage; lane marking and stop bar locations. Township of Oro - Medonte Engineering Criteria Page 32 June, 2012 Page 117 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4 Servicing Design Requirements 4.1 Introduction The purpose of this section is to outline the minimum design requirements for the construction of municipal services in the Township. These requirements are intended to provide guidance to the designer and do not relieve the Owner and its Consultant of the responsibility for submitting a completed product demonstrating competent engineering design in full compliance with all applicable legislation. Any deviation from the minimum Township standards shall be specifically referred to by the applicant and/or his agent with a copy of written approval of the Township attached. 4.2 Sterna Drainage System 4.2.1 General Requirements To assist in the attainment of proper drainage, the Township has set the following objectives for drainage management within its boundaries: Prevent loss of life and minimize impact to adjacent properties; Prevent inconvenience from surface ponding and flooding; Prevent adverse impacts on the local groundwater systems and base flows in receiving watercourses; Prevent downstream flooding and erosion; Prevent pollution discharges to watercourses; Prevent soil losses and sediments to sewer systems and waterbodies from construction activity; Prevent impairment of aquatic life and habitat; and Promote orderly development in a cost - effective manner. 4.2.2 Stormwater Management The stormwater management requirements generally must reflect distinct solutions and vary depending upon the watershed, and in some cases the storm sewer shed, that the site is located. Site - specific requirements can be obtained from the Township. A stormwater management report will be required for all development applications. Site specific stormwater management reports shall be consistent with all applicable background reports prepared by the Township or Conservation Authority (ie, Watershed Planning Studies, Master Drainage Plans, Stormwater Management Master Plan, etc.), including the Lake Simcoe Protection Plan. township of Oro - Medonte Engineering Criteria Page 33 June, 2012 Page 118 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Stormwater management designs must also be in accordance with NVCA or LSRCA requirements and receive its approval, accordingly. In general, stormwater management reports shall address the following: a) stormwater quantity; b) stormwater quality; c) sediment and erosion control; d) baseflow maintenance. Quantitv Control The Township implements a Major and Minor system approach to stormwater conveyance and control, comprised as follows: Minor (convenience) System - 5 year return period — storm sewers, catch basins, driveway culverts and surface swales. Major (overland) System -100 year return period — streams, valleys, man -made channels, roadways, roadside ditches and ponds. In general, quantity control measures are to be designed in accordance with the MOE Stormwater Management Planning and Design Manual — March 2003 or latest version NVCA or LSRCA criteria where applicable for phosphorus level controls. In addition to introducing pond storage into a stormwater management system, increased flows resulting from increased impervious areas may be mitigated by utilizing measures such as: discharging rainwater leaders onto grassed areas, providing temporary rooftop and parking lot storage, or using grassed swales rather than piped flow. Other factors, such as snowmelt run -off with large volume and longer duration and potential adverse downstream effects due to uncoordinated timing of peak flows must be considered when designing stormwater management facilities. Underground storage tanks and 'superpipe' systems for stormwater storage are discouraged as part of the Township system due to inherent long term, high replacement and maintenance costs and will only be considered in exceptional cases. Joint use facilities i.e. detention ponds over recreational playing fields and passive parks, will be considered on an individual basis subject to suitably designed control measures and the intended park use. The degree of control on the quantity of run -off from a proposed development shall be as follows: The post - development peak flow shall not be greater than the corresponding pre - development peak flow for the 1:5 year, 1:10 year, 1:25 year and 1:100 year storms. Township of Oro - Medonte Engineering Criteria Page 34 June, 2012 Page 119 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Other regulatory agencies may require other storm flows to be analyzed (i.e. 2 year and /or Regional flows). Runoff Quantity Rural Catchments — shall be modelled with OTTHYMO using the SCS 24 hr design storm to generate peak flow value. Urban Catchments — shall be modelled with OTTHYMO using the Chicago 4 hr design storm. In general, the SCS design storms should be used for determining the hydrographs for undeveloped watersheds and for checking detention storages required for quantity control. The Chicago design storms should be used for determining hydrographs in urban areas and also for checking detention storage. In most cases, the consultant will be required to run both sets of design storms to make sure that the more stringent is used for each individual element of the drainage system (pipe flow, street flow, channel flow, detention storage). The time step for discretization of the design storm can vary according to the size of the sub - watershed, but must not exceed the estimated time of concentration. The maximum rainfall intensity should be compatible with that of real storms on record. All parameter assumptions used in the OTTHYMO input shall be clearly identified in the stormwater management report. Quality Control In general, water quality controls are to be designed in accordance with the MOE Stormwater Management Planning and Design Manual — March 2003 or latest version, the Lake Simcoe Protection P_ Ian and NVCA or LSRCA criteria, as applicable. Prior to initiating design, the Consultant shall contact the Township for acceptability of specific measures in consideration of long term maintenance and effectiveness. Specific pond design requirements which are particular to the Township are as follows: Pond Requirements The design of stormwater management ponds shall be completed with consideration of the following aesthetic and landscape design criteria: Stormwater management dry ponds shall be designed to limit the maximum depth of water to 1.8 m above the lowest point of the stormwater basin. An additional 0.3 m freeboard is required above the maximum flood level. The maximum depth of the extended detention zone shall not exceed 1.0 m above the lowest point of the pond. .ownship of Oro - Medonte Engineering Criteria Page 35 June, 2012 Page 120 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... • Maximum side slope will be 5:1 from the bottom of the dry pond to the limit of maximum extended detention, with a minimum horizontal length of 3.0 m. The minimum allowable gradient on the bottom of the basin shall be 1.0% and the maximum gradient shall be 5 %. Stormwater management wetlands shall be designed to limit the maximum depth of water to 2.1 m above the lowest point of the stormwater basin excluding micropools, An additional 0.3 m freeboard is required above the maximum flood level. The maximum depth of the extended detention zone shall not exceed 1.0 m above the permanent pool elevation. Maximum peak flow attenuation zone shall not exceed 1.8 m above the permanent pool elevation. The permanent pool depth shall range between a minimum depth of 0.15 m to a maximum depth of 0.45 m. • A maximum 5:1 slope below the permanent pool level shall be permitted around the entire stormwater management wetland. A maximum 5:1 slope above the permanent pool level shall be permitted around the entire stormwater management wetland. The slope shall extend from the permanent pool level, to the limit of maximum extended detention. The horizontal distance of this slope must be a minimum of 3.0 m. • Stormwater management wet ponds shall be designed to limit the maximum depth of water to 3.3 m above the lowest point of the stormwater basin. An additional 0.3 m freeboard is required above the maximum flood level. The maximum depth of the extended detention zone shall not exceed 1.0 m above the permanent pool elevation. The permanent pool depth shall range between a minimum depth of 1,0 m to a maximum depth of 1.5 m. A maximum 5:1 slope shall be permitted around the entire stormwater management wet pond. The slope shall extend from the bottom of the permanent pool to the limit of maximum extended detention. Fencing of stormwater management facilities shall be minimized. Where stormwater management facilities to be owned by the Township abut private property, y fencinamay be required at the discretion of the Township._ At a minimum, demarcation of property boundaries is required. Fencing and/or property demarcation shall be to Township standards. In situations where existing natural areas are proposed to be used for stormwater management, exemptions to the depth and slope criteria may be provided to minimize disturbance to the natural feature, at the discretion of the Township. Designed pedestrian access areas shall not exceed a maximum slope of 12:1 • Notwithstanding the above slope and depth criteria, in the case of headwall design, the depth of water related to adjoining sideslopes may vary and fencing is required for safety purposes. Areas subject to the collection of contaminants or spills shall be fitted with adequate oil /grit separators. Maintenance access requirements are to be determined on a site -by -site basis, however, the following general criteria are recommended: Controlled maintenance access routes Township of Oro - Medonte Engineering Criteria Page 36 June, 2012 Page 121 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... shall be provided to both inlet and outlet structures and forebays. A minimum 3.0 m wide surface to accommodate maintenance vehicles within a minimum 10 m turning radius (inside radius) and a flat 10 m loading areas is required. Maintenance access routes shall not exceed a maximum slope of 10:1. The design of maintenance routes and loading areas shall be to the approval of the Public Works Department. Sediment drying area may be required adjacent to the forebay area to facilitate dewatering of sediment prior to removal to an approved disposal location. Maintenance by -pass shall be provided via a maintenance hole upstream of the entry to the pond to divert all flow from the pond during maintenance and sediment removal procedures. 4.2.3 Storrs Sewer Design General Storm sewers, designed and constructed in accordance with the most recent requirements and specifications of the Township, shall be of adequate size and depth to provide service for the development of lands within the upstream watershed and /or for the drainage of any areas designated by the Township. Storm drainage shall be directed to an outlet considered adequate in the opinion of the Township and applicable agencies. Channel works, bridges, culverts and all other drainage structures or works shall be designed, approved and constructed in accordance with the most recent drawings and specifications of all applicable agencies having jurisdiction, such as the Township, LSRCA, NVCA, MOE, MTO, MNR, DFO, etc. 4.2.3.1 Hydrology and Design Flows Storm sewers shall be designed to drain all lands based on the Rational Method. The Rational Method calculations must be checked using a model approved by the Township where the drainage area is greater than 10 hectares. The larger of the flows is to be used in the design of the sewer system unless approved otherwise. Q = 0.0028 C I A where: Q = Flow in cubic metres per second A = Area in Hectares C = Run -off coefficient I = Intensity in mm /hr Storm sewers shall generally be designed to accommodate 1:5 year storm flows. ownship of Oro- Medonte Engineering Criteria Page 37 June, 2012 Page 122 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Intensity of Rainfall The intensity of rainfall is to be determined from the Intensity - Duration- Frequency values from the Atmospheric Environment Services Orillia Station. Where I = A x tB and I is in mm /hr, t is time of concentration in hours; A and B are as follows: Storm Return Period A B 2 year 22.3 -0.730 5 year 29.7 -0.728 10 year 34.6 -0.727 25 year 40.7 -0.727 50 year 45.3 4726 100 year 49.9 -0.726 Time of Concentration The minimum initial time of concentration is to be 10 minutes. Pre - Development Areas: To calculate the initial time of concentration (tc) for upstream, undeveloped lands, the following formulas may be used: Bransby - Williams or Airport Method. The most appropriate method will be determined at the discretion of the Township. Run -off Coefficient The consultant shall submit calculations and sketches, as required to support the run -off coefficients used for storm sewer design with the Rational Method. In general, run -off coefficients shall be as follows: Parks over 4 hectares 0.20" Parks 4 hectares and under 0.25* Single- family Residential (Urban) 0.45 Single- family Residential (Suburban) 0.40 Semi- detached Residential 0.60 Townhouses, Maisonettes, Row Houses, etc. 0.70 Apartments 0.75 Schools and Churches 0.75 Industrial (rural) 0.75 Industrial (urban) 0.90 Commercial 0.90 Heavily Developed Areas 0.90 rownship of Oro - Medonte Engineering Criteria Page 38 June, 2012 Page 123 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Paved Areas 0.95 *Parks with increased impermeable area will require a higher run -off coefficient. A minimum run -off coefficient of 0.55 is to be used for undeveloped upstream area where future residential development is expected and 0.75 where future industrial, high - density residential or commercial development is expected. Drainage Area Drainage systems must be designed to accommodate all upstream drainage areas considering interim and ultimate conditions. 4.2.3.2 Pipe Sizing and Specifications Pipe Capacities Manning's formula shall be used in determining the capacity of all storm sewers. The capacity of the sewer shall be determined on the basis of the pipe flowing full. The value of the roughness coefficient'n' used in the Manning's formula shall be as follows: • concrete pipe 0.013 • concrete box culverts 0.013 • corrugated metal 68 x 13mm corrugations 0.024 • corrugated metal 25% paved invert 0.021 • PVC pipe 0.013 • HDPE smooth wall ribbed pipe 0.013 Flow Velocities (Flowing full) For circular pipes the minimum acceptable velocity is 0.8 m/s and the maximum acceptable velocity is 3.5 m/s during the 5 year storm event. Minimum Sizes The minimum size for an on- street storm sewer shall be 300 mm diameter. Minimum Grades Regardless of flow velocities obtained, the minimum design grades for pipe storm sewers shall be as follows: )wnship of Oro - Medonte Engineering Criteria Page 39 June, 2012 Page 124 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Depth of Storm Sewers The depth of a deep storm sewer shall be sufficient to provide a suitable outlet for the building foundation weeping tiles. The minimum cover to the top outside pipe barrel of a deep storm sewer shall generally be 2.5 to 3.0 metres. The minimum cover to the top outside pipe barrel of a shallow storm sewer system shall not be less than 1.5 metres from the centre -line of the roadway unless alternate measures are implemented as approved by the Township. Location The storm sewers shall be located as shown on the standard Township road cross - section drawings. This standard location shall be generally 2.1 metres north or east of the centreline of the road allowance. In the case of crescents, looped and curvilinear streets, this standard location may be varied to the extent that the storm sewer remains on the same side of the centreline of the street (i.e., left or right) to avoid crossing the sanitary sewer trenches at the changes in direction of the street. Pipe Crossings A minimum clearance of 0.20 metres shall be provided between the outside of all pipe barrels at all points of crossing. In cases where the storm sewer crosses a recent utility trench at an elevation higher than the elevation of the utility, a support system shall be designed to prevent settlements of the storm sewer, or alternatively the original trench will be re- excavated to the top of the utility and shall be backfilled with non - shrinkable fill (low strength concrete) to adequately support the storm sewer. When the storm sewer passes under an existing utility, adequate support shall be provided for the utility during and after construction to prevent damage to that utility. Radius Pipes Radius pipe shall be allowed for storm sewers 1050 mm in diameter and larger provided that a maintenance hole is located at the beginning or at the end of the radial section. The minimum centre line radius allowable shall be in accordance with the minimum radii table as provided by the pipe manufacturer. Township of Oro - Medonte Engineering Criteria Page 40 June, 2012 Page 125 of 366 _< 375 mm 0.40% 450 mm :5 525 mm 0.30% 600 mm _< 1200 mm 0.20% > 1200 mm 0.15% Depth of Storm Sewers The depth of a deep storm sewer shall be sufficient to provide a suitable outlet for the building foundation weeping tiles. The minimum cover to the top outside pipe barrel of a deep storm sewer shall generally be 2.5 to 3.0 metres. The minimum cover to the top outside pipe barrel of a shallow storm sewer system shall not be less than 1.5 metres from the centre -line of the roadway unless alternate measures are implemented as approved by the Township. Location The storm sewers shall be located as shown on the standard Township road cross - section drawings. This standard location shall be generally 2.1 metres north or east of the centreline of the road allowance. In the case of crescents, looped and curvilinear streets, this standard location may be varied to the extent that the storm sewer remains on the same side of the centreline of the street (i.e., left or right) to avoid crossing the sanitary sewer trenches at the changes in direction of the street. Pipe Crossings A minimum clearance of 0.20 metres shall be provided between the outside of all pipe barrels at all points of crossing. In cases where the storm sewer crosses a recent utility trench at an elevation higher than the elevation of the utility, a support system shall be designed to prevent settlements of the storm sewer, or alternatively the original trench will be re- excavated to the top of the utility and shall be backfilled with non - shrinkable fill (low strength concrete) to adequately support the storm sewer. When the storm sewer passes under an existing utility, adequate support shall be provided for the utility during and after construction to prevent damage to that utility. Radius Pipes Radius pipe shall be allowed for storm sewers 1050 mm in diameter and larger provided that a maintenance hole is located at the beginning or at the end of the radial section. The minimum centre line radius allowable shall be in accordance with the minimum radii table as provided by the pipe manufacturer. Township of Oro - Medonte Engineering Criteria Page 40 June, 2012 Page 125 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Limits of Construction Sewers shall be terminated with a maintenance hole at the upstream subdivision limits when external drainage areas are considered in the design. The design of the terminal maintenance holes must allow for the future extension of the sewer. When external areas are not included in the sewer design, the sewer shall extend at least half way across the frontage and/or flankage of any lot or block in the subdivision. Sewer Alignment Storm sewers shall be laid in a straight line between maintenance holes unless radius pipe has been designed. Joint burial (common trenching) with sanitary sewers will be considered when supported by the recommendations of a soils report prepared by a qualified geotechnical engineering consultant. Changes in Pipe Size No decrease of pipe size from a larger size upstream to a smaller size downstream will be allowed regardless of the increase in grade. Pipe Material Classification and Bedding All storm sewer mains shall generally be constructed of reinforced concrete with suitable strength class recommended by the Consultant. Smooth wall ribbed PVC may be used for mains up to 900 mm diameter. Storm sewer leads from catch basins shall be constructed with non - reinforced concrete pipe or PVC pipe. The class of pipe and the type of bedding shall be selected to suit loading and proposed construction conditions. For rigid pipe, Class B bedding (compacted Granular A bedding and cover over the sewer) in accordance with OPSD shall be used. Embedment for flexible pipe shall be homogeneous Granular A in accordance with OPSD. Alternate granular materials for pipe bedding may be specified, subject to the approval of the Township, however clear stone bedding is generally not permitted. In areas where it is difficult to control the infiltration of ground water into the sewer trenches clear stone bedding may be considered provided it is completely wrapped in a suitable geotextile, selected and installed in accordance with the manufacturer's requirement. The width of trench at the top of the pipe must be carefully controlled to ensure that the maximum trench width is not exceeded unless additional bedding or higher strength pipe is used. Where poor soil conditions and high ground water levels are present, the Consulting Engineer shall prepare special designs for the Township's approval. ownship of Oro - Medonte Engineering Criteria Page 41 June, 2012 Page 126 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... ® Reinforced concrete pipe shall conform to the requirements of OPSS 1820. Polyvinyl chloride (PVC) pipe products shall conform to the requirements of OPSS 1841. The pipe must be manufactured with factory assembled spigot gasket and integral bell joints. Polyethylene pipe products shall conform to the requirements of OPSS 1840. Testing and Acceptance A CCTV inspection (including flushing) as per OPSS 409 shall be conducted upon satisfactory completion of all other testing, prior to the Township's recommendation for issuance of "Substantial Completion" and prior to the placement of surface course asphalt. A CCTV inspection (including flushing) will also be required prior to the issuance of "Final Acceptance" if 18 months have lapsed since the placement of surface course asphalt. 4.2.3.3 Maintenance Hole Requirements Maintenance holes must be precast concrete and shall be designed and constructed in accordance with the most recent OPSS and OPSD. Where the standard drawings are not applicable, the maintenance holes shall be individually designed and detailed. Location and Spacing Maintenance hole shall be located at each change in alignment, grade or pipe material, at all pipe junctions, at the beginning or end of all radius pipe sections and at intervals along the pipe to permit entry for maintenance to the sewer. Maximum Spacing The maximum spacing between maintenance hole shall be as follows: Maintenance Hole Design J a) Minimum size of maintenance holes to be 15000 mm diameter. b) All maintenance hole chamber openings shall be located on the side of the maintenance hole parallel to the flow for a straight run maintenance hole, or on the upstream side of the maintenance hole at all junctions. c) The change in direction of flow in any maintenance hole shall not be permitted at acute interior Township of Oro - Medonte Engineering Criteria Page 42 June, 2012 Page 127 of 366 <— 600 mm 100 675 mm :< 1200 mm 120 > 1200 mm 150 Maintenance Hole Design J a) Minimum size of maintenance holes to be 15000 mm diameter. b) All maintenance hole chamber openings shall be located on the side of the maintenance hole parallel to the flow for a straight run maintenance hole, or on the upstream side of the maintenance hole at all junctions. c) The change in direction of flow in any maintenance hole shall not be permitted at acute interior Township of Oro - Medonte Engineering Criteria Page 42 June, 2012 Page 127 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... angles. d) Safety gratings shall be provided in all maintenance holes when the depth of the maintenance hole exceeds 5 m. The maximum spacing between safety gratings shall not exceed 5 m. e) The obvert(s) on the upstream side of a maintenance hole shall not be lower than the obvert of the outlet pipe. f) The maximum change in direction of flow in a maintenance hole, for sewer sizes 1050 mm diameter and over, shall be 45 °. g) Where the difference in elevation between the obvert of the inlet and outlet pipes exceeds 0.6 m, a drop structure shall be placed on the inlet pipe. h) All storm sewer maintenance holes shall be benched to the obvert of the outlet pipe for pipe sizes 600 mm or less and to the spring line of the outlet pipe for pipe sizes 675 mm and greater. i) The minimum width of benching in all maintenance holes shall be 230 mm. j) All maintenance holes and catch basin structures shall have frost straps in accordance with OPSD 701.100. k) Maintenance holes in boulevards shall be located, wherever possible, a minimum of 1.5 m from the face of curb or other service. 1) Minimum size of any maintenance hole stack shall be 685 mm square. Elevations for Maintenance Hole Frames and Covers All maintenance holes, located within the travelled portion of a roadway, shall have the rim elevation set flush with the surface of the base course asphalt. The concreting and setting of the frame and cover shall be completed in accordance with the details provided in the standard drawing. A maximum of 300mm of modular rings shall be permitted on maintenance holes in new subdivisions. No concrete shall extend over the edge of the maintenance hole. Prior to the placement of the final lift of asphalt, maintenance hole frames shall be reset to final elevations. Head Losses and Drops Suitable drops shall be provided across all maintenance holes to compensate for the loss in energy due to the change in flow velocity and for the difference in the depth of flow in the sewers. In order to reduce the amount of drop required, the designer shall, wherever possible, restrict the change in velocity between the inlet and outlet pipes to 0.6 metres /sec. Hydraulic calculations shall be submitted for all junction and transition maintenance holes on sewers where the outlet is 1,050 mm or greater. In addition, hydraulic calculations may be required for maintenance holes where the outlet pipe is less than 1,050 mm dia. if, in the opinion of the Township, there is insufficient invert drop provided across the maintenance hole. Dwnship of Oro - Medonte Engineering Criteria Page 43 June, 2012 Page 128 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Regardless of the invert drop across a maintenance hole as required by calculations, the obvert of the outlet pipe shall not be higher than the obvert of the inlet pipe in any maintenance hole. The minimum drops across maintenance holes shall be as follows: Frame and Grate All maintenance hole frames shall be as per OPSD 401.010 with Type A closed cover labeled "Storm ". 4.2.3.4 Catch Basin Requirements Location and Spacing Catch basins shall be selected, located and spaced in accordance with the conditions of design. The design of the catch basin location and type shall take into consideration the lot areas, the lot grades, pavement widths, road grades and intersection locations. All catch basins and their leads shall be of the single, double or backyard type. To ensure that the capture or inlet capacity matches that of the storm sewer, the spacing of catch basins on streets may be varied. If detailed analysis of the major -minor system and SWM analysis of the pipe system indicate the need for inlet controls, additional constrictions should be implemented. Since reduction in the size of the standard catch basin covers is not desirable, an orifice plate can be located in the catch basin. This is applicable only to private development. Orifice plates are not permitted within the Township right -of -way. Catch basins shall be generally located upstream of sidewalk crossings at intersections and upstream of all pedestrian crossings. Catch basins shall not be located in driveway curb depressions. Double catch basins shall be required when the catch basin intercepts flow from more than one direction. Rear lot catch basins and connections shall be located as outlined in the lot grading criteria. In general, the catch basin and the catch basin connections shall be located entirely on one lot. Maximum spacing for catch basins including cul -de -sac gutters shall be as follows: ownship of Oro - Medonte Engineering Criteria Page 44 June, 2012 Page 129 of 366 — Straight run 30 s 45° 50 > 450 <_ 90° 80 Frame and Grate All maintenance hole frames shall be as per OPSD 401.010 with Type A closed cover labeled "Storm ". 4.2.3.4 Catch Basin Requirements Location and Spacing Catch basins shall be selected, located and spaced in accordance with the conditions of design. The design of the catch basin location and type shall take into consideration the lot areas, the lot grades, pavement widths, road grades and intersection locations. All catch basins and their leads shall be of the single, double or backyard type. To ensure that the capture or inlet capacity matches that of the storm sewer, the spacing of catch basins on streets may be varied. If detailed analysis of the major -minor system and SWM analysis of the pipe system indicate the need for inlet controls, additional constrictions should be implemented. Since reduction in the size of the standard catch basin covers is not desirable, an orifice plate can be located in the catch basin. This is applicable only to private development. Orifice plates are not permitted within the Township right -of -way. Catch basins shall be generally located upstream of sidewalk crossings at intersections and upstream of all pedestrian crossings. Catch basins shall not be located in driveway curb depressions. Double catch basins shall be required when the catch basin intercepts flow from more than one direction. Rear lot catch basins and connections shall be located as outlined in the lot grading criteria. In general, the catch basin and the catch basin connections shall be located entirely on one lot. Maximum spacing for catch basins including cul -de -sac gutters shall be as follows: ownship of Oro - Medonte Engineering Criteria Page 44 June, 2012 Page 129 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... MIS Catch basin Types Catch basins must be pre -cast concrete and shall be designed and constructed in accordance with the most recent OPSS and OPSD. Special catch basins and inlet structures shall be fully designed and detailed by the Consultant. Double catch basins are to be installed at the low point of any road. Catch basin Leads For single catch basins, the minimum size of connection shall be 300 mm diameter and the minimum grade shall be 1.0 %. For double catch basins, the minimum size of connection shall be 375 mm diameter and the minimum grade shall be 1.0 %. For rear lot catch basins, the minimum size of the connection shall be 300 mm diameter and the minimum grade shall be 1.0 %. In general, catch basins located in close proximity to a maintenance hole shall have their leads connected to the maintenance hole. Long catch basin connections (in excess of 20 m.) shall be connected to a maintenance hole or, alternatively, the lead can be connected to the sewer and a 1200 mm diameter maintenance hole catch basin used in lieu of the normal 600 mm. square catch basin. Frame and Grate In general, the "bike— proof' catch basin grate shall be required for all catch basins located in roadway or walkway areas, and the pyramidal type shall be used for rear lot and ditch located catch basins. The frame and cover for catch basins in roadway or walkway areas shall be as detailed in OPSD 400.100. Catch basins located in grassed areas shall have a Birdcage Grate per OPSD 400.120. .ownship of Oro - Medonte Engineering Criteria Page 45 June, 2012 Page 130 of 366 ,. <_ 8.5 g0 gp > 8.5 s g.8 80 55 > 9.8 512.2 75 50 > 12.2 60 40 MIS Catch basin Types Catch basins must be pre -cast concrete and shall be designed and constructed in accordance with the most recent OPSS and OPSD. Special catch basins and inlet structures shall be fully designed and detailed by the Consultant. Double catch basins are to be installed at the low point of any road. Catch basin Leads For single catch basins, the minimum size of connection shall be 300 mm diameter and the minimum grade shall be 1.0 %. For double catch basins, the minimum size of connection shall be 375 mm diameter and the minimum grade shall be 1.0 %. For rear lot catch basins, the minimum size of the connection shall be 300 mm diameter and the minimum grade shall be 1.0 %. In general, catch basins located in close proximity to a maintenance hole shall have their leads connected to the maintenance hole. Long catch basin connections (in excess of 20 m.) shall be connected to a maintenance hole or, alternatively, the lead can be connected to the sewer and a 1200 mm diameter maintenance hole catch basin used in lieu of the normal 600 mm. square catch basin. Frame and Grate In general, the "bike— proof' catch basin grate shall be required for all catch basins located in roadway or walkway areas, and the pyramidal type shall be used for rear lot and ditch located catch basins. The frame and cover for catch basins in roadway or walkway areas shall be as detailed in OPSD 400.100. Catch basins located in grassed areas shall have a Birdcage Grate per OPSD 400.120. .ownship of Oro - Medonte Engineering Criteria Page 45 June, 2012 Page 130 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Catch basins at Intersections All catch basins at street intersections shall be located on the tangent section of the curb at a minimum of 0.6 metres distant from the beginning or the end of the radial portion of the curb. Elevations for Catch basin Frames and Grates All catch basins located within the travelled portion of a roadway, shall have the frame elevation set flush with the surface of the base course asphalt. The adjusting and setting of the frames and grates shall be completed in accordance with the details provided in OPSD 704.010 upon placement of surface course asphalt. Temporary asphalt curbing shall be placed behind all catch basins within the travelled portion of the roadway at the stage of base course asphalt. Asphalt curbing shall be placed in accordance with OPSD 601.010 - Type "D ", between the two adjacent expansion joints as shown on the Standard Drawing. Prior to placing surface course asphalt, temporary asphalt curbs shall be removed and replaced by concrete curb. 4.2.3.5 Rainwater Leaders, Foundation Drains and Storm Connections Rainwater Leaders Rainwater leaders on all single family and semi - detached residential units shall be discharged onto grassed or garden areas and away from wells or tile bed areas. Rainwater leaders shall not encroach over other adjacent private lands. The rainwater leaders of all townhouses shall be discharged onto grassed or garden areas. Pre -cast concrete splash pads shall be placed at each rainwater leader downspout. The rainwater leaders from all commercial, industrial, institutional and high density residential buildings should be discharged onto grassed or garden areas, if possible and if acceptable to the Township. Foundation Drains The Township requires that a sump pump system be installed in every building. In every case, the underside of footing shall be set above the seasonal high ground water level, as determined in the geotechnical report. Township of Oro - Medonte Engineering Criteria Page 46 June, 2012 Page 131 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Where sump pumps are installed in residential developments with open ditches, discharge pipelines shall not be placed within the Township's ditch lines of the road allowances. Sump pump discharge pipelines shall be directed to rear or side yard drainage swales. In no case will sump pump discharge pipelines be connected to a storm sewer system. 4.2.4 Channel, Culvert and Overland Flow For channel, culvert, bridge and /or erosion control projects the proponent is responsible for obtaining all necessary approvals from the governing agencies, such as the NVCA, MNR, DFO and /or MOE. 4.2.4.9 Culverts and Bridges Culvert and Bridge Hydraulic Capacitv Only arterials and collectors should, if feasible, be permitted to cross the major system watercourses. It is also recommended that designers consider the need to design culverts and bridges on such arterials and collectors for at least the 1:100 year storm flow, if not for the Regional Storm flow. If smaller culverts or bridges are provided, the backwater effects for the 1:100 year and Regional Storm flows must be determined. Concrete box culverts shall be designed and placed for all watercourse crossings subject to the approval of the Township. Ministry of Natural Resources, DFO and /or NVCAJapproval under their regulations may be required for watercourse /valley crossings. aLs.ac.A � . .il:i, Arterial 1:100 Year to Regional Collector 1:50 Year Urban Local 1:25 Year Rural Local 1 :25 Year Temporary Detour 1:10 Year Driveway 1:5 Year All culverts must be of sufficient length to provide for a preferred 5:1 (minimum 3:1) slope off the driving surface to the ditch invert. All driveway culverts must be at least 7.0 m long and require entrance approval. Bridges and other major drainage structures shall require special designs as determined by the Township. Hydraulic calculations will be required. The frequency and magnitude of flooding or erosion shall not be increased on upstream or downstream properties. .ownship of Oro - Medonte Engineering Criteria Page 47 June, 2012 Page 132 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.2.4.2 Open Channels The proposed criteria for an open channel design shall be submitted to the Township for approval prior to the actual design being undertaken. Open channels shall be defined as major system overland flow channels, minor system outfall channels or natural channels. Major system overland flow channel designs may be required to accommodate the Regional Storm or the 100 -year storm for new development. The Consultant shall also be responsible for obtaining the approval of the design from the Ministry of Natural Resources, DFO, NVCAk/and the Ministry of the Environment, if the open channel concept is favourably considered. L'S aZ4,#i- "Natural" channel design criteria will be determined on a site by site basis. The following guidelines must be considered: 4.2.51 Watercourse Erosion and Bank Instability Where erosion or bank instability is already evident in an area to be developed or re- developed, the Township requires that the situation be stabilized by appropriate remedial measures. Where development will potentially cause significantly increased downstream erosion, the Township also requires the Developer to mitigate further damage by appropriate remedial and preventative measures. Where designing remedial erosion or bank stabilization works, preservation of the watercourse dynamics and natural valley aesthetics must be secondary only to achieving a sound technical solution. The proposed design shall reference the MNR Natural Channel Design Manual. A normal bank flow channel has a capacity of about the 1:2 year flood. Protection to this level will be adequate provided care is taken to prevent any damage by higher floods and provided that the channel bank is not coincident with a higher valley bank. In this latter case, it may be necessary to protect the bank to a level as high as the 1:100 year flood or even the flood resulting from the Regional Storm. The proposed criteria for an erosion or bank stability design shall be submitted to the Township for approval prior to the actual design being undertaken. Township of Oro - Medonte Engineering Criteria Page 48 June, 2012 Page 133 of 366 Grass lined — Natural 0.7 m/s 1.5 m/s Grass lined — Maintained 0.7 m/s 1.5 m/s Gabion lined 0.7 m/s 2.5 m/s Concrete lined 0.7 m/s 4.0 m/s 4.2.51 Watercourse Erosion and Bank Instability Where erosion or bank instability is already evident in an area to be developed or re- developed, the Township requires that the situation be stabilized by appropriate remedial measures. Where development will potentially cause significantly increased downstream erosion, the Township also requires the Developer to mitigate further damage by appropriate remedial and preventative measures. Where designing remedial erosion or bank stabilization works, preservation of the watercourse dynamics and natural valley aesthetics must be secondary only to achieving a sound technical solution. The proposed design shall reference the MNR Natural Channel Design Manual. A normal bank flow channel has a capacity of about the 1:2 year flood. Protection to this level will be adequate provided care is taken to prevent any damage by higher floods and provided that the channel bank is not coincident with a higher valley bank. In this latter case, it may be necessary to protect the bank to a level as high as the 1:100 year flood or even the flood resulting from the Regional Storm. The proposed criteria for an erosion or bank stability design shall be submitted to the Township for approval prior to the actual design being undertaken. Township of Oro - Medonte Engineering Criteria Page 48 June, 2012 Page 133 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.2.6 Floodline Calculations All floodline calculations are to be performed by a recognized engineering method and are to conform to the Ministry of Natural Resources "Flood Plain Management in Ontario Technical Guidelines" in consultation with the Township. An acceptable method would include the HEC 2 computer model. All supporting documentation is to be included in the submission including a hard copy of the computer printout and a digital copy containing all input and output files. 4.2.7 Overland Flow Routes An overland flow route continuous to the nearest major channel must be established through all areas and shall be contained within either the road right -of -way or by easements. The depths of flooding permitted on streets and at intersections during the 1:100 year storm are as follows: no building shall be inundated at the ground line, unless the building has been flood proofed; for all classes of roads, the depth of water at the gutter shall not exceed 0.3m. Flow across road intersections shall not be permitted for minor storms (generally 1:10 year). To meet the criteria for major storm run -off, low points in roads must have adequate provision for safe overland flow. 4.2.8 Inlet /Outlet and Special Structures Inlet and outlet structures shall be fully designed on the engineering drawings. The details provided shall include the existing topography, proposed grading and the work necessary to protect against erosion. Inlets Inlet structures shall be fully designed by the Consultant when OPSD structures are not deemed suitable. Inlet grates shall generally consist of inclined parallel bars or rods set in a plane at approximately 180 degrees with the top away from the direction of flow. Gabions, riprap or concrete shall be provided at all inlets to protect against erosion and to channel the flow to the inlet structure. Hydraulic design calculations for inlet structures must be performed in accordance with guidelines established by the Ministry of Transportation Drainage Manual. The design of any culvert on a new or reconstructed watercourse where an inlet grating is required must provide a measure of safety and minimize the risk of entanglement or entrapment of a person. - ownship of Oro - Medonte Engineering Criteria Page 49 June, 2012 Page 134 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Outlets The OPSD headwall standards shall be used for all storm sewers up to 2,400 mm diameter. For sewers over 2,400 mm the headwalls shall be individually designed. All headwalls shall be equipped with a grating over the outlet end of the pipe and a railing across the top of the headwall for the protection of the public. Outfall grates will consist of horizontal bars or rods spacing shall not exceed 150 mm clear. All metal parts from inlet/outlet grates to be protected from rusting. All outlets shall blend in the direction of flow of the watercourse with the directional change being taken up in the sewer rather than the channel. Storm sewer outfalls shall not be connected to existing or proposed road crossing culverts. Storm sewer outfalls must be terminated at separate headwall structures, adjacent to the outlet side of road crossing culverts. Gabions, Terra -fix blocks, riprap, concrete or other erosion protection shall be provided at all outlets to prevent erosion of the watercourse and the area adjacent to the headwall. The extent of the erosion protection shall be indicated on the engineering drawings and shall be dependent upon the velocity of the flow in the storm sewer outlet, the soil conditions, the flow in the existing watercourse and site conditions. 4.3 Sanitary Sewer System 4.3.1 General Requirements The Township holds the responsibility for the local collection and treatment of sanitary waste by means of a sewage treatment plant. Prior to the commencement of any design for any sanitary sewage works, the applicant shall obtain confirmation from the Township that adequate treatment plant capacity is available for the development proposed. Sanitary sewers designed and constructed in accordance with the most recent requirements and specifications of the Township are required to carry domestic, commercial and industrial sewage from each area of the development under consideration. Flow is to be by gravity, in general. Pumped systems will be considered only where other alternatives are not possible and only with the approval of the Township. 4.3.2 Sanitary Drainage System 4.3.2.1 Design Flows The design flow in each length of sewer shall be computed on the standard sanitary sewer design sheets. For each area entered on the design sheet, the maintenance hole numbers, the size and - ownship of Oro - Medonte Engineering Criteria Page 50 June, 2012 Page 135 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... grade of the sewers, and the plan and profile drawing reference number for each section of the sanitary sewer shall also be shown. Calculations shall be based be the following: Infiltration Rates A peak desiqn flow of 0.23 L /s /ha shall be used for infiltration To satisfy self - cleaning requirements in sanitary sewers, assume dry weather infiltration reduces to zero for several days during dry months. Residential Sewage Flows The following formula shall be used to calculate the sewage flow for residential areas: Q (d) = PgM + IA 86.4 Where; Q (d) = Peak domestic flow plus extraneous flows, in Us P = Design population, in thousands q = Average daily per capita flow, in L /cap /d M = peaking factor I = unit of peak extraneous flow, in L /s /ha A = Gross tributary area, in hectares An average daily per capita flow of 450 L /c /d shall be used for new development. The value of peak extraneous flow shall be 0.23 L /s /ha. The peaking factor shall be calculated based on the Harmon formula, M = 1 + 14 4 +Po.s Where; P = population, in thousands Maximum M — 4.0 Minimum M —1.5 The design population shall be derived from the drainage area and expected maximum population over a design period of 20 years. .ownship of Oro - Medonte Engineering Criteria Page 51 June, 2012 Page 136 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... For areas where the lands are zoned for specific residential use, but detailed planning information is not available, the following population densities shall apply for calculation of sewage flows only: Type of Housing Units /Hectare Single Family Residential, 12 Multiple Residential 42 When the number and type of housing units within a proposed development are known, the calculation of population for the proposed development shall be based on the following: Type of Housing Person /Unit Single Family Dwelling, 2.5 Semi - detached & Duplex,���f Townhouse .Apartment 2.5 Future land use and population shall be based on the approved Official Plan and Secondary Plans of the area. Commercial Sewage Flows An average design flow of 28 m3 /ha /day shall be used for the design of al local sewers, with a peak factor of 1.60. A peak design flow of 0.10 L /s /ha shall be used for infiltration. The area shall be based on the gross lot area. Industrial Sewage Flows An average day design flow of 36 m3/ha /day for industry shall be used (excludes infiltration and peaking effects). The area shall be calculated using the gross area included in the industrial block or development. Peak flow and infiltration factors shall be applied as per the MOE Design Guidelines. Institutional Sewage Flows A design flow of 28 m3 /ha /day shall be used for the design of all local sewers, with a peak factor of 1.60. A peak design flow of 0.10 Us /ha shall be used for infiltration. ownship of Oro - Medonte Engineering Criteria Page 52 June, 2012 Page 137 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... The area shall be calculated using the gross area included in the school or institutional site. 1.1.1.9 Pipe Sizing and Specifications Pipe Capacities Manning's formula shall be used in determining the capacity of all sanitary sewers. The capacity of the sewer shall be determined on the basis of the pipe flowing full. For all types of pipe a roughness coefficient of n = 0.013 shall be used. Flow Velocities Minimum acceptable velocity = 0.6 m/s Maximum acceptable velocity = 3.0 m/s The velocity change in a maintenance hole from one pipe to another shall not exceed 0.6 m /s. Pipe Grades The maximum and minimum grades for pipes shall be the grade necessary to meet the maximum and minimum velocity requirements except that the required grade for the minimum velocity requirement shall not exceed 2% or the road grade where the road grade exceeds 2 %. Minimum Sizes The minimum size for an on street sanitary sewer shall be 200 mm diameter. Depth of Sanitary Sewers The minimum desirable design grades shall be 0.5% for all local sewers and 1% for the first upstream leg. The depth of the sewer shall be measured from the final centreline finished road elevation to the top of the sanitary sewer. In all instances, the proposed sanitary sewer shall be installed at a depth sufficient to also service lands external to the site as determined by the Township. For residential, commercial and institutional areas the minimum depth shall be 2.8 m. For industrial areas, the minimum depth shall be 2.15 m. rownship of Oro - Medonte Engineering Criteria Page 53 June, 2012 Page 138 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Sanitary sewers shall be located below basement floor elevations to allow for the installation of sewer laterals (generally, the sanitary sewer shall be at least 1.0 m below the basement floor elevations. Location All sanitary sewers shall be located as shown on the typical Township roadway cross sections. In general, this location is along the centreline of the roadway. A minimum horizontal clearance of 3.0 m is required between the sanitary sewer and watermain. Storm Sewer and Watermain Crossings A minimum clearance of 0.50 m shall be provided at the point of crossing between the outside of the pipe barrels of all sewers, services and watermains. The sanitary sewer connections are required to go under the storm sewer. Limits of Construction Sewers shall be terminated with a maintenance hole at the upstream subdivision limits when external drainage areas are considered in the design. The design of the terminal maintenance holes must allow for the future extension of the sewer. Sewer Alignment Sanitary sewers shall be laid in a straight line between maintenance holes unless radius pipe has been designed. Joint burial (common trenching) with storm sewers will be considered when supported by the recommendations of a soils report prepared by a qualified geotechnical engineering consultant. Changes in Pipe Size No decrease of pipe size from a larger size upstream to a smaller size downstream will be allowed regardless of the increase in grade. Pipe Bedding The class of pipe and the type of bedding shall be designed to suit loading and proposed construction conditions. Details are illustrated in the OPSD standard Bedding and Backfill details. In general, Type B bedding and cover (compacted Granular A bedding and cover over the sewer) shall be used for rigid pipe sewers. Embedment for flexible pipe shall be homogeneous Granular A material in accordance with OPSD requirements. - ownship of Oro - Medonte Engineering Criteria Page 54 June, 2012 Page 139 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... The width of trench at the top of the pipe must be carefully controlled to ensure that the maximum trench width is not exceeded unless additional bedding or higher strength pipe is used. Alternate granular materials for pipe bedding may be specified, subject to the approval of the Township, however clear stone bedding is generally not permitted. In areas where it is difficult to control the infiltration of ground water into the sewer trenches clear stone bedding may be considered provided it is completely wrapped in a suitable geotextile, selected and installed in accordance with the manufacturer's requirement. Where poor soil conditions and high ground water levels are present, the Consultant shall prepare special designs for the Township's approval. Materials For single family and semi - detached units, multiple family, and other residential blocks, the service connections shall be PVC. All bends on sanitary service connections shall be long radius, sweep bends. Sanitary sewers shall be constructed of reinforced concrete pipe, Polyvinyl Chloride (PVC) pipe or polyethylene. The type and classification of all sanitary sewer pipe shall be clearly indicated on all profile drawings for each sewer length. Reinforced concrete pipe shall be used for sewers 600 mm diameter or larger. PVC pipe may only be used for sanitary sewers up to and including 600 mm in diameter. Reinforced Concrete Pipe shall be steel reinforced and conform to OPSS 1820. Polyvinyl Chloride Pipe (PVC) shall conform to OPSS 1841. Dimension ratio (DR) of PVC sewer pipe shall not exceed 35. Polyethylene pipe shall conform to OPSS 1840. For sewer applications requiring pressure pipe, pipe design should reference MOE guidelines. Testing and Acceptance All testing shall be carried out from maintenance hole to maintenance hole including house service connections as work progresses. An infiltration or exfiltration test as per OPSS 410 shall be completed on all sewers 1200 mm in diameter and smaller. The Township shall determine which test is to be undertaken. Low pressure air testing may be considered. .ownship of Oro - Medonte Engineering Criteria Page 55 June, 2012 Page 140 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Deflection Test A deflection test shall be performed on all sewers constructed using PVC pipe material. Deformation gauge (Pig) test as per OPSS is required on all pipe works prior to Substantial Performance, but a minimum 30 days after installation. Video Record A CCTV inspection (including flushing) as per OPSS 409 shall be conducted upon satisfactory completion of all other testing, prior to the Township's recommendation for issuance of "Substantial Completion" and prior to the placement of surface course asphalt. A CCTV inspection (including flushing) will also be required prior to the issuance of "Final Acceptance" if 18 months have lapsed since the placement of surface course asphalt. A permanent record in DVD form shall be supplied, illustrating a continuous record of the sewer installations, service connections, maintenance hole, etc. A report identifying any unusual or sub- standard conditions shall also be submitted. 4.3.2.2 Maintenance Hole Requirements Maintenance holes to be either precast concrete and shall be designed and constructed in accordance with the most recent OPSS and OPSD. Where the standard drawings are not applicable, the maintenance holes shall be individually designed and detailed. Location and Spacing Maintenance hole shall be located at each change in alignment, grade or pipe material, at all pipe junctions and at intervals along the pipe to permit entry for maintenance to the sewer. Maximum spacing of maintenance holes shall be 110 m for sewers 900 mm or less in diameter and 180 m for sewers 975 mm or greater in diameter. Maintenance Hole Details a) All maintenance holes to be minimum 1500 mm diameter. b) All maintenance hole chamber openings shall be located on the side of the maintenance hole parallel to the flow for straight run maintenance hole, or on the upstream side of the maintenance hole at all junctions. c) The maintenance hole shall be centered on the sanitary sewer main. d) The maximum change in the direction of flow in any sanitary sewer maintenance hole shall be 90 degrees. A change of flow direction at acute interior angles shall not be permitted. e) A maximum invert drop of 0.25 m within the maintenance hole will only be allowed if the design of the sewer cannot be modified to reduce the drop or modified to accommodate a drop township of Oro- Medonte Engineering Criteria Page 56 June, 2012 Page 141 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... structure. f) If the design of the sewer system is such that the difference in elevation between the maintenance hole inlet and outlet exceeds 0.6 m, then a drop structure will be required. g) Whenever feasible, sewer systems should be designed to avoid the use of drop structures. h) When pipe size does not change through a maintenance hole and the upstream flow velocity does not exceed 1,5 m /s, the following minimum invert drops across the maintenance hole shall be made to compensate for hydraulic losses: irl�� -jiii I ��Irl'Gll I �tY�14f: `r�l`il f Iii �l � ��ib�!I, Straight run 30 s 45° 50 > 45° s 90° 80 i) When the upstream flow velocity exceeds 1.5 m /s, the drop required through a maintenance hole shall be calculated using the standard calculation sheet, "Hydraulic Calculations for Maintenance Holes" found in the MOE Design Guidelines. j) For all junction and transition maintenance holes, the drop required shall be calculated using the standard calculation sheet "Hydraulic Calculations for Maintenance Holes" found in the MOE Design Guidelines. k) The obvert(s) on the upstream side of a maintenance hole shall in no case be lower than the obvert(s) on the downstream side of the maintenance hole. 1) All maintenance holes shall be benched as detailed on the Standard Drawings. m) All maintenance holes shall have frost straps in accordance with OPSD 701.100. n) When any dimension of a maintenance hole exceeds those on the Standard Drawings, the maintenance hole must be individually designed and detailed. a. Safety gratings shall be required in all maintenance holes greater than 5.0 m in depth. Safety gratings shall not be more than 5.0 m apart and shall be constructed in accordance with the Standard Drawings. Whenever practical, a safety grating shall be located 0.5 m above the drop structure inlet pipe. Frame and Grate All maintenance holes located within the travelled portion of a roadway shall have the rim elevation initially set flush with the surface of the base course asphalt. The concreting and setting of the frame and cover shall be completed in accordance with the details provided in the standard drawing. A minimum of two modular rings and a maximum of 300mm of modular rings shall be permitted on maintenance holes in new subdivisions. No concrete shall extend over the edge of the maintenance hole. "ownship of Oro- Medonte Engineering Criteria Page 57 June, 2012 Page 142 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Prior to the placement of the final lift of asphalt, maintenance hole frames shall be reset to final elevation. Where maintenance holes are located in areas to be flooded by the major design storm, maintenance hole covers shall be water tight and the maintenance hole is to be suitably vented. All other maintenance hole covers shall be as per OPSD 401.010 with Type A closed cover labelled "Sanitary". 4.3.2.3 Service Connections All sanitary sewer service connections for single and semi - detached dwellings and townhouse units shall be individual services. Location The proposed locations for the sanitary sewer service connections shall be shown on the plan and profile drawings and shall be in accordance with the locations specified on the Standard Drawings. Sanitary connections shall be in accordance with the following Standards: OPSD 1006.010 Sewer Service Connection for Rigid Pipe; OPSD 1006.020 Sewer Service Connection for Flexible Pipe. Residential connections shall terminate at the center of the property line with a test fitfing, 125 mm x 100 mm reducer, plug suitably braced to withstand test pressures and 89 mm x 38 mm marker placed from the invert of the connection to 600 mm above grade painted green. All service connections to be equipped with a cleanout to the surface as illustrated in the Standard Detail Drawings. Connection to Main The connection to the main sewer shall be made with an approved manufactured tee. Approved saddles shall only be used for connecting to existing sewer mains. No service connection of a size greater than half the diameter of the main sewer shall be cut into the main sewer. A maintenance hole shall be installed on the main sewer at the intersection of a service connection, which has a size greater than half the diameter of the main sewer except as provided below: A 150 mm service connection will be permitted to connect to a 200 mm or 250 mm main sewer providing an approved manufactured tee is installed and providing the invert of the service connection is above the springline of the main sewer. Township of Oro - Medonte Engineering Criteria Page 58 June, 2012 Page 143 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Size Sanitary connections are to be sized as follows: Single family residential: single 125 mm diameter (min.) PVC SDR 28 Joints; Bell and Spigot with rubber gasket. Watertight test fitting, plugged and braced at property line. PVC pipe to be green in colour. Service Connection to all block developments: An inspection maintenance hole shall be required on private property 1.50 m from property line to centre of rim. Multiple family residential block, institutional, commercial and industrial blocks: designed in accordance with Section 3.3.3.2.; Min. size 150 mm diameter. Depth The depth of the service connections for single - family units and semi - detached units at the property line, measured from the final centreline road elevation shall be: Minimum - 2.60 m Risers shall be used when the depth to obvert of the sewer main exceeds 4.50 m. The riser connection shall not exceed 3.0 m in depth. Grade The minimum and maximum grades for sanitary sewer service connections shall be as follows: �v' .Tii - `•.� '� `rrj �� o)P� J ..,_ 'ownship of Oro - Medonte Engineering Criteria Page 59 June, 2012 Page 144 of 366 TV .,ii, „ J •n'1 L� 2.0 . �.!'e # Y i V`�I. 8.0 125 150 1.0 6.0 200 0.5 6.0 'ownship of Oro - Medonte Engineering Criteria Page 59 June, 2012 Page 144 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Joints and Bedding Joints and bedding for connections are to be equivalent to joints and bedding as specified for sanitary sewer pipe. 4.4 Water Distribution System Supply 4.4.1 General Requirements Jurisdiction Within the boundaries of the Township, the responsibility for the supply, treatment and storage of water for the Township water system rests with the Township. The Township is responsible for the distribution of the treated water to the individual users. Watermains designed and constructed in accordance with the most recent requirements and specifications of the Township are required on every street within all proposed plans of subdivision. Watermains shall be of adequate size to provide service for the development of adjacent lands designated by the Township. Prior to the commencement of any design for new watermains within the Township, the applicant shall obtain confirmation from the Township that adequate water supply exists for the development proposed. 4.4.2 Watermain Design Criteria All watermains shall be sized to meet the rg eater of the maximum day plus fire flow or the maximum hour demand. Svstem Designs The maximum sustained operating pressure shall not exceed 700 kPa (101.5 psi). If pressure in a localized area is above this level, a pressure- reducing valve shall be installed on each service connection within that area. Under normal conditions of maximum day demand, the pressure shall not drop below 275 kPa (40 psi) at any point in the water system. Under conditions of simultaneous maximum day and fire flow demands, the pressure shall not drop below 140 kPa (20 psi) at any point in the water system. Township of Oro- Medonte Engineering Criteria Page 60 June, 2012 Page 145 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Friction Factors The following "C' values shall be used in the Hazen - Williams equation, for the design of water distribution systems regardless of pipe materials. Pipe Diameter (mm) C- Factor 150 100 200 to 300 110 400 to 600 120 Over 600 130 The above C- factors represent long -term values. A C- factor of 140 shall be used to calculate maximum velocities for transient pressure estimations, or for checking pump motor sizes for runout conditions. In evaluating existing systems for expansion, the C- factors shall be determined by actual field tests, wherever possible. The Hazen - Williams equation shall be used to calculate the flow in watermains as follows: Q = 0.84918 (C) (A) (R)0.63(S)0.54 where Q = Discharge (m3 /sec.) C = Coefficient of Roughness A = Cross - Sectional Flow Area (m2) R = Hydraulic Radius (m) S = Slope of Energy Grade Line (m /m) Domestic Demand Domestic water demand shall be calculated on the basis of an average day consumption rate of 450 litres per capita per day. The maximum day and peak hour factors shall be determined from the current MOE design guidelines although the following are considered minimums: Maximum daily demand factor: 2.0 Peak hourly demand factor: 4.5 Peak flows other than domestic flows shall be determined on an individual basis. 'ownship of Oro - Medonte Engineering Criteria Page 61 June, 2012 Page 146 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Commercial and Institutional Water Demands An average day flow of 28 cu.m. per hectare per day shall be used for design purposes to estimate the water consumption for large commercial areas unless more specific data is available. When specific planning information is available, water consumption for individual commercial and institutional sites may be calculated from the following table: Use Water Usage Shopping Centers 2500 - 5000 L /1000 m2 /day Hospitals 900 -1800 L /bed /day Schools 70 -140 L /student/day campgrounds 225 - 570 L /campsite /day When using the above unit demands, maximum day and peak rate factors shall be developed. For establishments in operation for only a portion of the day, such as schools, shopping plazas, etc., the water usage shall also be factored accordingly. For instance, with schools operating for 8 hours per day, the water usage rate will be at an average rate of say 70 L /student/day times 24 divided by 8 or 210 L /student over the 8 hour period of operation. The water usage will drop to residential usage rates during the remainder of the day. Schools generally do not exhibit large maximum day to average day ratios and a factor of 1.5 will generally cover this variation. For estimation of peak demand rates, a fixture -unit approach shall be used. The peak water usage rates in campgrounds varies with the type of facilities provided (showers, flush toilets, clothes washers, etc.) and the ratio of these facilities to the number of campsites. A peak rate factor of 4 shall be used. This factor shall be applied to the average expected water usage at full occupancy of the campsite. Industrial Water Demands An average design flow of 36 cu.m. per hectare per day shall be utilized for design purposes to estimate the average consumption rate for industrial areas unless more specific data is available. Fire Flows The requirements for fire flows shall be discussed and agreed upon with the Township prior to proceeding with detailed design. In general, the minimum fire flow requirement for a particular structure or area of the Township shall be as outlined by the MOE, Fire Underwriters Survey and N.F.P.A.24. Township of Oro - Medonte Engineering Criteria Page 62 June, 2012 Page 147 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.4.3 Pipe Sizing and Specifications 4.4.3.1 Selection of Main Sizes, Pressures and Depth For all watermains designed to carry fire flows, the following minimum sizing for watermains shall apply: For Residential areas For Commercial areas For Industrial areas 150 mm diameter 200 mm diameter 300 mm diameter minimum - to be sized according to the anticipated water demand. In general, the following standardized watermain sizes shall be used in the Township: 150 mm, 200 mm, 300 mm, 400 mm, 500 mm, 600 mm Depth of Watermains Curb and Gutter Roads - 1.7 m minimum to obvert, measured below finished centre line road grade. Open Ditch Roads - The cover over the watermain and the service connections shall not be less than 1.7 metres. Unimproved Roads - 1.7 m minimum to obvert, measured below a future design centre line road grade. Watercourses, Creek - Adequate frost protection shall be provided below stream bed. Generally 1.7 m minimum to obvert, measured below the watercourse invert shall be considered acceptable. 4.4.3.2 Location of Watermains Watermains shall be located as shown on the standard Township road cross - section. This location shall generally be on the north or west sides of the street. Horizontal Separation Between Watermains and Sewers Under normal conditions watermains shall be designed with a minimum clear horizontal separation of at least 3.0 m from any sewer or sewer maintenance hole. The distance shall be measured from the nearest edges of the pipes or structures. township of Oro - Medonte Engineering Criteria Page 63 June, 2012 Page 148 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Separations of Watermains and Sewers — Special Conditions Under unusual conditions (where a significant portion of the construction will be in rock, or where congestion with other utilities will prevent a clear horizontal separation of 3.00 m) a watermain may be laid closer to a sewer, provided the elevation of the crown of the sewer is a least 0.50 m below the invert of the watermain. Such separation shall consist of in -situ material or compacted native earth backfill. In rock trenches, facilities shall be provided to permit drainage of the trench to minimize the effect of the impounding of surface water and /or leakage from sewers in the trench. Watermain Crossing Sewers Under normal condition watermains shall cross above sewers with at least 0.5 m vertical separation. When it is not possible for the watermain to cross above the sewer main, the watermain passing under a sewer shall be protected as follows: a) A vertical separation of at least 0.50 m shall be provided between the outside face of the sewer and the top of the watermain. b) The sewer shall be adequately supported to prevent excessive deflection of joints and settling. c) The length of watermain pipe under the sewer shall be centered at the point of crossing so that the joints will be equidistant and as far as possible from the sewer. Watermain pipe joints shall be located 1.5 metres (minimum) from the centreline of the sewer (both sides). 4.4.3.3 Utility Crossings Watermains crossing over or under other utilities shall be designed with a 300 mm minimum clear separation between the outside edges of the watermain and the utility. 4.4.3.4 Dead -Ends Water distribution systems shall be designed in grid patterns or looped to avoid dead -end sections. T mpora dead -ends o watermains that are to be extended in the future shall be equi ed with a fi by rant t the e d o the to pora dead -en mai . The fire dra shall b imm iately pr ce ed by vale to fac "ta the future e7, ension of the rmain wifhou disruption to exi i g users. � 4.4.3.5 Extra Mains and Extra Fittings No roadway leading out of a subdivision shall be completed and accepted by the Township until connecting watermains are installed complete to the subdivision limits. Township of Oro - Medonte Engineering Criteria Page 64 June, 2012 Page 149 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Extra fittings shall be installed at any point on the watermains requested by the Township to provide for future connections. 4.4.3.6 ripe Classification and Bedding Acceptable materials for watermain pipe up to and including 300 mm diameter are as follows: • Polyvinyl Chloride Pipe (PVC) manufactured in accordance with the latest edition of CSA 13137.3. A minimum Class 150, DR 18 pipe shall be used. • Fittings shall be of cast iron or ductile iron; cement lined and shall be manufactured to AWWA C110. All fittings shall be supplied with mechanical joint ends. Polyethelyne pressure pipe shall be to OPSS 1842. 19 mm dia. residential services shall be polyethelyne pipe. The class of pipe and the type of bedding shall be selected to suit loading and proposed construction conditions. Pipe bedding and cover shall be homogeneous granular material in accordance with OPSD requirements for flexible pipe. The width of trench at the top of the pipe must be carefully controlled to ensure that the maximum trench width is not exceeded unless additional bedding or higher strength pipe is used. Where poor soil conditions and high ground water levels are present, the Consultant shall prepare special designs for the Township's approval. 4.4.3.7 Thrust Restraint Adequate restraint must be provided at all fittings and deflections in the water distribution system to prevent pipe movement and subsequent joint failure. The Consultant shall provide thrust restraint calculations on the drawings. Mechanically restrained joints shall be used for all PVC watermains, including dead -end valves. / The recommended type of restraint in the design will depend on anticipated soil conditions. v/ Concrete thrust blocks will not be permitted. 4.4.3.8 Corrosion Resistance All ferrous fittings, tracer wires and water service connections shall have corrosion protection provided by means of sacrificial anodes. Sacraficial anodes shall be in the form of packaged zinc anode or zinc anode caps and meet ASTM B- 418 -73 -type II. Anode caps are to be installed on every valve, hydrant and fitting connected to a non - ferrous watermain. Protector caps are to be installed on all bolts. -ownship of Oro - Medonte Engineering Criteria Page 65 June, 2012 Page 150 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Fittings shall include bends, tees, crosses, sleeves, reducers, plugs, caps, joint restrainers and couplings etc. 4.4.3.9 Tracer Wires A tracer wire shall be provided along the top of all Polyvinyl Chloride (PVC) watermains to permit future field tracing. These tracer wires shall be attached to the top of the watermain and shall be looped inside each valve box, including hydrant valves and shall also be connected to the bottom flange of all hydrants. Tracer wires shall be No. 12 gauge stranded copper (TWH) complete with plastic coating. 4.4.3.10 Fire hydrants All fire protection design requirements shall be reviewed with the Township at the preliminary design stage. Branch Valves and Boxes All hydrants installed on watermains up to and including 300 mm in diameter shall be installed with a 150 mm diameter branch valve attached to the watermain with an anchor tee. All hydrants installed on watermains greater than 300mm in diameter shall be controlled by a 150 mm diameter, branch valve directly secured to the supply main with flanged fittings or restraining tie -rods. Fire hydrants shall be AVK, McAvity or Concord open left with 2 CSA hose ports, one 33 B pumper port and a breakaway type 6" MJ base. The hydrant lead shall be minimum 150 mm ductile, Class BEY J 52 with a resilient seated gate valve shut off ( "Open Left" by Clow or Meuller) placed 0.9 m from the main tree. The hydrants shall have all drain holes plugged and be installed as per OPSD 1105.010. Hydrant Spacing Hydrants shall be installed on all watermains 150 mm in diameter and larger with the following maximum allowable spacing: 150 m in residential areas, or to provide for a maximum hose length or 75 m. 90 m in industrial and commercial areas. Location of Hvdrants Wherever possible, hydrants shall be located at corners, 4.0 m back from the street line intersections at the edge of daylighting. All hydrants shall normally be for a 2.0 m depth of trench with provisions for extension at the surface for adjustment to proposed street line grades. Hydrants shall be bedded in 19 mm screened crushed stone_ and braced with poured concrete to the Township of Oro - Medonte Engineering Criteria Page 66 June, 2012 Page 151 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... satisfaction of the Township. Hydrants shall be located 1.20 m minimum distance from the edge of any driveway or house service connection. A hydrant shall be placed at the end of every cul -de -sac and dead end street as well as at the high points in roads. Hydrant Ports In all areas hydrants shall be equipped with 114 mm dia. Pumper Ports and 2 - 64 mm dia. side ports. Direction of Opening All hydrants shall be equipped with a non - rising stem and shall open in a counter clockwise direction. Colour of Hydrants °9 All hydrants shall be factory painted as specified on the standard detail d ings. The hydrant body shall be painted reflectorized yellow. For Township Hydrants barrels e red, bonnet and caps primer. Private hydrants are yellow. Hydrant Markers Each hydrant is to be provided with a standard marker for easy identification in the winter. LJ �C4 4.4.3.11 Valves M Type Gate valves shall be used on all watermains. Gate valves shall be a Mueller or Clow resilient wedge type with sliding type valve box or approved equal. All valves shall be of the approved type with non - rising stem and a 50 mm square operating nut opening counter- clockwise. All valves on watermains 200 mm in diameter and smaller shall have mechanical joint ends. All valves larger than 300 mm in diameter shall be installed inside chambers and shall have flanged ends. A flange to plain end spacer and a Victaulic coupling shall be installed inside the chamber to permit removal of the valve if necessary, imship of Oro - Medonte Engineering Criteria Page 67 June, 2012 Page 152 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Size All line valves shall be the same size as the watermain. Number, Location and Spacing Generally, three valves are required at a tee intersection and four valves are required at a cross intersection with the valves being located at a point where the street line projected intersects the watermain. All valve boxes and valve chambers shall be located in boulevards and out of pavement areas wherever possible. Where streets extend for greater than normal distances without intersections, the Township may require an extra valve in the main at an intermediate point. All valves at points of termination of a stage of construction shall be braced with two additional lengths of watermain pipe beyond the gate valve. Watermain terminations shall be plugged and braced. Where watermain valves are located under travelled road surfaces, the top of the operating box shall be set flush with the paved surface. Where the depth of the water valve exceeds 2.0, valve stem extensions shall be specified. Valve Boxes and Chambers All valves on watermains 300 mm in diameter and smaller shall have valve boxes and specified direct bury operators must be used. All valve boxes shall be three - piece, sliding -type, size 'D'. All valves on watermains 400 mm or larger in diameter shall be installed within concrete chambers set flush with finished grade. The top of the roof slab of valve chambers shall be at least 0.60 m below the profile of the finished pavement. Air Relief Valves Air relief valves shall be installed at all significant high points of the water distribution system. Air relief valves shall be double- acting type, combination air release /vacuum valve. Air relief valves shall be housed within a chamber as illustrated in the Standard Detail Drawings, and drained to storm sewers where possible. The chambers are to be equipped with "P" traps to prevent movement of gasses. Township of Oro - Medonte Engineering Criteria Page 68 June, 2012 Page 153 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Drain Valves Drain valves shall be located at the low points of all watermains 400 mm in diameter and greater. These valves shall be constructed in a separate chamber as illustrated in the standard detail drawings, 4.4.3.12 Service Connections Individual service connections shall be installed to each unit within the development. Semi detached lots shall be provided with two separate water service connections. Minimum Sizing The minimum size of service connection to be provided for a single - family residence located less than 30 metres from the supply main shall be 19 mm in diameter. For single family residences located between 30 metres and 60 metres from the supply main, the minimum size of service connection permitted shall be 25 mm in diameter. For other situations requiring a specific evaluation, the following factors shall be used to determine the minimum size of service connections: • peak water consumption of the building to be serviced. • total length of service that will be required to reach the building, • elevation of the building with respect to the elevation of the watermain. • available head in the watermain. • loss of head in the service connection. • required head at the point of water usage. Location Water service connections shall be installed to the mid -point of the frontage of all single family lots as shown on the Standard Drawings. The location of water service connections for semi - detached lots and freehold townhouses shall be as shown on the Standard Drawings to avoid locating the service under the driveways, After construction, the end of the connection shall be marked by a suitable length of 50 mm x 100 mm lumber extending from the end of the connection to a point 0.9 m above grade. The top of this marker shall be painted blue. Location of Curb Stop or Control Valve The curb stop on all water service connections 50 mm in diameter and less shall be located at the street limit as shown on the Standard Drawing. ownship of Oro - Medonte Engineering Criteria Page 69 June, 2012 Page 154 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... The control valve on water service connections 100 mm in diameter and larger shall be located at the supply main with the valve secured to the supply main by means of anchor tees, flanged fittings or approved restraining tie rods, as illustrated on the standard detail drawings. Water service valve boxes shall not be located in driveways. In the event the designed driveway and water service box locations conflict as a result of the final house sitting, the water service box shall be moved to a location to the satisfaction of the Township. Connection to Supply Main Water service connections 50 mm in diameter and smaller may be tapped into the supply main with the following restrictions: a) For PVC watermains, a stainless steel saddle shall be used for all connections. b) The maximum size of connection that can be direct tapped into a 150 mm watermain is 32 mm in diameter. Larger sized service connections shall be connected by a cast iron fitting factory- tapped for the required service connection size. Water service connections 100 mm in diameter and larger shall be made by installing a tee on the supply main. Service connections for industrial, commercial, institutional or multiple dwelling use will be considered on an individual basis. Fire connections may be required for industrial, commercial, institutional or multiple dwelling lots. Materials and Fittings As specified by the Township of Oro - Medonte. See "Material Specifications for Watermain and Appurtenances, Section 8 Item #6. 4.4.5 Meters A water meter and remote reading unit complete with a backflow, preventor must be installed for each water service connection. The location of the water meter must be approved by the Township prior to the issuance of a building permit. Water services for private property shall be installed on the property to be served and in no case cross a property line into, or pass through other private property. Refer to Township Standard OM -W4. 4.4.6 Testing and Acceptance Connections to existing watermains or water service connections shall not be made until the new watermain has been tested, swabbed, chlorinated and flushed to the satisfaction of the Township and written permission is received from the Township. Township of Oro - Medonte Engineering Criteria Page 70 June, 2012 Page 155 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Hydrostatic testing and disinfection of the entire watermain system, including service connections to the property line and hydrants, shall be performed in accordance with ANSI/AWWA C651 -99, or latest requirements, and MOE Regulations, or NFPA 24 for designated private fireline, prior to acceptance of the system as substantially performed. A neutralizing chemical shall be applied be in accordance with American Water Works Association Standards (ANSI /AWWA C651 -99 °). The Contractor will be required to perform three consecutive successful tests (0 E -Coli, 0 coliform and background colony counts of less than 200) on three consecutive days before the watermain shall be considered passed. The Contractor shall do all sampling in accordance with the Drinking Water Systems O.Reg 170103 under the supervision of the Township of Oro - Medonte representative. 405 Roadways 4.5.1 Street Classification All roadways in new developments shall be classified according to the traffic volume expected and to the intended use of the roadway. For predominantly residential areas 2 classifications shall be noted as follows: Local, or Collector. For industrial areas the streets shall be classified Local or Collector dependent upon length of street, traffic volume expected and expected amount of truck traffic. Arterial roadways shall be classified as divided or undivided. The proposed classification of all streets in the development shall be confirmed with the Township prior to the commencement of the design. Street allowances shall be a minimum of 20 m wide. Where the subdivision adjoins or incorporates an existing County Road or Township arterial road as shown on the Township's Official Plan, the Developer shall deed to the County or Township sufficient widening to make these Road Allowances a minimum of 30.5 m, or additional widening if deemed necessary by the Township. The following table is presented as a guide to the determination of the street classification. CRITERIA LOCAL COLLECTOR ARTERIAL Source Provided Land Access Land Access Traffic Movement Traffic Movement Transit Routes Transit Routes Length of Trip Short Medium Long Flow Interrupted Interrupted Through Interconnections Local Local Collector Collector Arterial Collector Arterial Freeway Estimated A.A.D.T. 0 -1,000 1,000 -3,000 over 3,000 Township of Oro - Medonte Engineering Criteria Page 71 June, 2012 Page 156 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.5.2 Geometric Design Requirements - Table 1 - Road Classification Residential industrial Arterial Local Collector Local Collector 4 Lane 5 Lane Des' n Element ROW Width m 20.0 23.20 23.2.0 26.0 30.0 30.0 Road Width m) face of curb 8.5 10.66 10.66 t 8.0 14.0 18.60 Des' n Speed kmlh 50 60 50 1 60 80 100 Posted Speed km/h 50 60 60 Stopping Si ht Distance (SSD) 65 85 65 85 135 185 horizontal curve radius m 90 130 90 160 340 440 maximum made % 8 8 8 8 8 8 minimum grade 0.5 0.5 0.5 0.5 0.5 0.5 vertical curve - minimum'K crest curve 11 8 1 15 8 15 35 70 sag curve - unlit 11 12 18 12 18 30 45 sag curve - illuminated 5 12 8 12 15 25 cross fall from centerline 2% Standards at Intersections Intersecting Roads Design Element local Iota( local collector collector collector collector arterial arterial arterial intersection angled (degrees) 70 -110 70 -110 70 -110 80 -100 80 -100 curb radius - minimum m 5 7.5 10 15 18 daylight rounding - min. m Note 1 115 5 1 * max grade forth rough road ( %) 3.5 3 3 2 2 tangent on approach (from limit of dayl(ghting) - min m 3D 50 60 75 75 NOTES: 1. da lighting requirements for all other intersection types shall be designed by the Consultant according to each particular situation Township of Oro - Medonte Engineering Criteria Page 72 June, 2012 Page 157 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.5.1.1 Horizontal Curves Horizontal alignment is to conform to the requirements as outlined in Table I. In general, "right angle bends" will not be permitted on local streets except in the case of "Courts" or "Crescents" serving no more than 50 residential lots. Where permitted, these bends must not have a deflection angle greater than 110 degrees. 4.5.1.2 Vertical Carves All points of grade change in excess of 1% shall be designed with vertical cures as outlined in the current Ministry of Transportation of Ontario publications. The minimum visibility cures to be used are outlined in the geometric details for each roadway classification in Table 1. The minimum tangent length of any road grade shall be 9 metres. 4.5.1.3 Rackfall at Intersecting Streets At all street intersections the normal crossfall of the major street shall not be interrupted by the crown line of the minor street. A 1 to 2 per cent backfall shall be provided on the minor street at all street intersections. This backfall shall continue to the end of the curb return radii to facilitate proper drainage of the intersection. Overland flow routing of storm drainage through the intersection must be maintained. 4.5.1.4 Curls Return Radii at Intersections The curb return radii at street intersections shall conform to the dimensions presented in Table 1. 4.5.1.5 Daylighting Requirements at Intersections Daylighting at all intersection quadrants shall be included in the road allowances to provide for uniform boulevard widths. Such daylighting shall be included on the proposed plan for Registration (M -Plan) and on all engineering drawings. For local roads intersecting local roads, the minimum daylighting requirement shall be a 4.0 m x 4.0 C m triangle. For Township roads intersecting County roads, the minimum daylighting requirements Sri shall be a 15.0 m x 15.0 m triangle. For all other intersections, the size of the daylighting or visibility triangle is a function of the number and width of lanes, the various design speeds on the intersecting roads and the R.O.W. widths on both roads. The Consulting Engineer shall submit detailed calculations for sizing of daylighting triangles at these intersections in accordance with the design criteria prepared by the Ministry of Transportation Ontario, Chapter E (at Grade Intersections), ownship of Oro - Medonte Engineering Criteria Page 73 June, 2012 Page 158 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.5.2 Cull-de-Sacs The use of cul-de -sacs in the design of new subdivision shall be avoided whenever possible Permanent cul -de -sacs shall be constructed in accordance with the details provided in the standard drawings and shall be designed with a minimum grade of 1% from the centre of the bulb to the curb. Minimum gutter grades of 1 % shall be maintained along the flow line of all gutters around the cul -de -sac. The design road grade on the cul -de -sac shall be such that the drainage is directed away from the end of the cul -de -sac and towards the beginning of the bulb area where catch basins are to be located. All cul -de -sacs, bulbs and intersections shall be detailed at a scale larger than the road plan. The details shall show gutter, crown and other grades sufficient to determine that the road will properly drain and shall be used as a basis for layout. Temporary Turning Circles Temporary turning areas will be considered whenever a road is to be continued in the future in a phased Plan of Subdivision. Details for the requirements of temporary turning areas are provided in the Standard Drawings. 4.5.3 Driveway Entrances Minimum Driveway Design with Curbs tt 3t- f6r ­a- pe,1- li ' The Developer is responsible for the grading, gravelling and the paving of all driveways from the curb to the streetline or to the sidewalk where sidewalks are proposed within the development. The minimum consolidated depth requirements for the granular base and asphalt in driveways shall be as follows: (a) Single - Family Residential (b) Commercial, Light Industrial and Apartments (c) Heavy Industrial Driveways - asphalt 50 mm of HL3 asphalt - granular base -150 mm of Granular "A" - asphalt - 50 mm HL8 base course - 40 mm HL3 surface course - granular base - 300 mm Granular "B" plus 150 mm of Granular "A" asphalt - 75 mm HL8 base course - 40 mm HL3 surface course - granular base - 300 mm Granular "B" plus 150 mm. of Granular "A" Alternate types of driveways (i.e. paving stones, concrete pads, etc.) will be subject to approval by the Township. Township of Oro - Medonte Engineering Criteria Page 74 June, 2012 Page 159 of 366 1� 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Driveway Approaches with Open Ditches The Developer is responsible for the grading, gravelling and paving of all driveways from the edge of pavement of the roadway to the street line. The minimum consolidated depth requirements for the granular base and asphalt in residential driveways shall be as follows: - 300 mm Granular "A" - 50 mm HL3 asphalt The minimum consolidated depth requirements for the granular base in commercial, industrial and apartment driveways shall be as follows: 300 mm Granular "B" -150 mm Granular "A" - 50 mm HL8 base asphalt - 40 mm HL3 surface asphalt The minimum length of each residential C.S.P. driveway culvert shall be 7.0 metres and the minimum diameter shall be 400 mm. The maximum length of residential driveway culverts shall be 9.0 metres. The maintenance and repair of such culverts shall remain the responsibility of the Developer until such time as the Works have been accepted by the Township. The construction of driveway headwalls at each end of the driveway culvert will not be permitt d, AJ ��'..�� unless otherwise approved by the Township. k".� A 3.0 metre wide platform area shall be constructed in the ditches fronting each fire hydrant. The minimum culvert length shall be 6.5 metres and minimum diameter shall be 400 mm. Driveway Grades Driveway grading shall be in accordance with OPSD 350,010 for industrial, commercial and apartment entrances and OPSD 351.010 for residential entrances. The maximum permissible design grade for any driveway on private lands shall be 7 %. These maximum grades are not recommended and should be employed only in exceptional cases where physical conditions prohibit the use of lesser grades. The minimum driveway grade shall be 2.0% within the right -of- way and 1.0% on private property. The use of negative grade driveways is actively discouraged. Negative sloping driveways will only be considered in estate residential developments under special circumstances. Where negative sloping driveways are used, a positive slope of at least 2.5 % must be maintained from the garage over a minimum distance of 10.0 metres. ownship of Oro - Medonte Engineering Criteria Page 75 June, 2012 Page 160 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Driveway Depressions The width and location of the depressions in the curb and gutter for single - family residential driveways shall be as detailed on OPSD 351.010 with particular attention being placed on the location of the garage and the direction of traffic flow. Driveway cuts shall be located at a minimum distance of 1.0 metre from any side lot line. Driveway depressions are to be placed when concrete curb and gutter is initially poured. Double driveway depressions (6.0 metres minimum width) are to be placed for all single - family residential lots. The width and location of the driveway depressions for apartment, commercial, and industrial driveways shall be as detailed on OPSD 350.010. These driveways shall be designed to accom- modate the anticipated vehicular traffic without causing undue interference with the traffic flow on the street. The maximum width of any driveway depression for commercial, apartment or industrial driveways shall be 9.0 metres. All apartment, commercial and industrial driveways shall be provided with barrier curbs constructed to blend into the roadway curb and gutter. The minimum clear distance between the edge of driveway and a utility structure or hydrant shall be 1.5m. 4.5.4 Special Road Works Whenever it is necessary to cut through an existing Township road, the Developer will be responsible for properly compacting the backfill material and restoring the surface pavement to its original conditions immediately upon completion of backfilling operations. Before making detours, permission is required from the Township of Oro - Medonte Public Works Department. Where the road is not part of the Township road system, approval from the appropriate road authority will also be necessary. In all cases the Fire, Police Departments, School Bus Companies and Ambulance Service must be notified by the Developer or his Contractor. All work shall be done in accordance with By -laws of the Township. 4.5.5 Pavement Design (Roadways) In general, pavement design shall be completed by the geotechnical consultant in accordance with the most recent Township of Oro- Medonte Standards, OPSS and OPSD. The minimum pavement design for all streets in new subdivisions shall be as detailed on the Standard Drawings. In all cases, a qualified Geotechnical Consultant shall be engaged by the Developer to sample, test and design a suitable pavement section for each particular site. Soil sampling shall be carried out in the presence of the Geotechnical Consultant at intervals not exceeding 40 metres along the centreline of the subdivision road. The composition and design thickness of the pavement section shall be determined from: Township of Oro- Medonte Engineering Criteria Page 76 June, 2012 Page 161 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... (1) Mechanical sieve analysis of the subgrade soil; (2) Frost susceptibility; (3) Drainage; and (4) Traffic volumes. Copies of all test results and proposed road designs shall be submitted with the Engineering Drawings. In no case will a pavement design less than the minimum Township of Oro - Medonte Standard as shown on the standard drawing for the particular road classification be considered acceptable. Prior to the placement of asphalt pavement, the Consulting Engineer must submit to the Township for approval, the asphalt pavement mix designs. The pavement design must be sufficient to provide for ultimate wheel loads over the road, prior to placement of surface course asphalt. In all cases: base course asphalt shall be O. P.S.S. HL4 with a minimum insitu A.C. content of 4.5 %; the wearing course of asphalt shall be: - for Local Roads, Collector Roads and Industrial Roads - O.P.S.S. H13; - for Arterial Roads O.P.S.S. HL1. O.P.S.S. Granular `A' and Granular `B' materials shall be used for road construction. 4.5.6 'Pop Course Asphalt Placement Prior to placement of top course asphalt, the following works must be completed: • all sidewalk, curb and boulevard work; • raise maintenance hole and catch basin frames; • install delineation for raised frames 40 mm above asphalt lift; • flush and sweep surface and evenly apply tack coat; • base course asphalt pad as required in accordance with OPSS; • final sewer video inspection; place top course asphalt in accordance with OPSS. The following conditions must also be met: (1) a minimum period of one year has expired from the completion date for the placement of the base course asphalt; (2) % of the dwellings have received aPQeR4i#@QaI Occupancy Certificates. (3) all undeveloped lots are rough graded in accordance with the approved lot grading plans; (4) all service connections for multiple- family, commercial, institutional or other blocks are installed; and rownship of Oro - Medonte Engineering Criteria Page 77 June, 2012 Page 162 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... (5) the approval of the Township is obtained in writing. 4.5.7 Curbs used Gutters In general all new Township streets shall be constructed to an urban cross - section, with mountable curb and gutter to OPSD 600.060 on local roadways and barrier curb and gutter to OPSD 600.001 on collector or higher order roadways. Prior to final acceptance all curb blemishes will be rectified by removing a minimum 1 m section of curb and replacing. A driveway entrance is required for each lot. Curb depressions are required at each intersection as per OPSD 310.030. A minimum of 300 mm of Granular'13' material compacted to 95% Standard Proctor Density will be required as a base for all curb installations. Minimum grade on curb is 0.75% desirable, 0.5% absolute minimum. 4.6 Street Dame and Traffic Signs 4.6.1 Plan The proposed location and type of all street name and traffic control signs shall be shown on Plan and Profile Drawings. Location Street name signs shall be placed at each intersection and shall identify each street at the intersection. The location of the street name signs are shown in the Township of Oro - Medonte Standard Drawing.` 4.6.2 Street Toone Signs All street name signs will be supplied and installed by the Township with all costs charged to the Developer. Proposed street names to be approved by the Township. 4.6.3 Traffic Control and Advisory signs Location Traffic control and advisory signs shall be located as shown on the Township of Oro- Medonte Standard Drawings. In cases where the positioning of the signs is not covered by the standard drawings, the location must be in conformance with the Ontario Traffic Manual or the Highway Traffic Act Regulations for Ontario. Township of Oro- Medonte Engineering Criteria Page 78 June, 2012 Page 163 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... All signs, with exception of "Parking" signs, shall be mounted approximately at right angles to the direction of and facing the traffic that they are intended to serve. On curved alignments the angle of placement should be determined by the course of the approaching traffic rather than by the roadway edge at the point where the sign is located. Signs for different purposes should not be placed closer together than 30 m. Parking signs shall be mounted facing 30" – 45" to the flow of traffic Type All traffic control and advisory signs shall conform to the current revised standards of the Ontario Traffic Manuals. Erection All traffic control signs shall be mounted on galvanized steel punch out type or uniflange type posts, 3.65 m in length. Channel posts shall be a minimum 14 gauge thick and a minimum width of 45 mm. The posts shall be pre — punched with a minimum of 24 holes at 50 mm centres compatible with standard bolthole arrangements for traffic control signs. Signs shall be individually erected on separate posts. Traffic control signs must be erected by the Developer at the completion of the base course asphalt road construction and prior to the issuance of Building Permits. Signs must be maintained by the Developer until "Final Acceptance" by the Township. Upon completion of base course asphalt, the Developer shall place signage at each point of ingress /egress to the subdivision stating the following: "THIS ROAD UNASSUMED BY THE TOWNSHIP OF ORO- MEDONTE USE AT OWN RISK" Each sign shall be 450 mm wide by 600 mm high with black letters on white reflectorized background, mounted on "U' channel posts, 3.65 metres in height. 407 Roadway Markings The Developer will design pavement markings for all roadways over two lanes in width or as required by the Township. The design shall be in accordance with the Ontario Traffic Manual, Book 11 and approved by the Township. These pavement markings will be installed on both the topcoat of asphalt and the base coat of asphalt. The Developer shall be responsible for stop bars on roadways that are up to two lanes in width. All roadway markings shall be installed in accordance with OPSS 532. Township of Oro - Medonte Engineering Criteria Page 79 June, 2012 Page 164 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.8 Traffic Signals Traffic Signals are to be designed on individual site- specific bases and in accordance w Ontario Traffic Manual, Book 12. 4.9 Street Lighting Street lights are required for all roadways and most walkways in the Township„ and other locations as directed by the Township. Systems are the responsibility of the Developer to design and construct. Street light system designs shall be prepared by an Electrical Consultant engaged by the Developer and submitted to the Township for approval. The illuminance method as outlined in the American National Standard Practise for Roadway Lighting ANSVIES RP -8 -00 (R2005) or latest edition is to be used as a guideline. The Developer shall arrange with Orillia Power Corporation (OPC) or Hydro One for the connection of all lighting systems. The estimated cost of the total installation must be approved by the Township. The Developer shall provide easements wherever they are required. 4.9.1 Street Light Locations Poles shall be located generally only on curves and at intersections. Where possible, pole locations are to be placed on the projection of side lot lines. Where super mail boxes are proposed within a plan of subdivision, street lights must be located immediately adjacent to the super mail boxes. Adequate illumination at all intersections must be provided. No street lights should be placed within 3.0 m of a transformer. Staggered arrangement of luminaire poles is not acceptable. On curving roadways, lights are to be placed on outer radii where possible with spacing to be reduced by 30 %. Proposed lighting levels adjacent to Provincial and County roads are to be reviewed and approved by the appropriate road authority. 4.9.2 Light Source, Fixture and Pole All luminaires shall comply with all applicable requirements of GSA Standard C22.2 No. 9, "General Requirements for Luminaires ". Township of Oro- Medonte Engineering Criteria Page 80 June, 2012 Page 165 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... For local roads, luminaires shall be a minimum 70 Watt high pressure sodium lamp (100 Watt at intersections), manufactured by Durastar (Series 20). Landmark luminaires of appropriate wattage are to be used on collector and arterial roads. Each light shall be controlled by a dusk to dawn photo electric cell. For local roads poles for 7.60 m mounting height are to be direct burial type round concrete stresscrete #TEC- 30- BPR -CSA "Concrete Poles" complete with 3.0 m aluminum tapered elliptical arm, made by Sylvania or equivalent, 100mm by 175mm handhole and cover, ground lug at the handhole and two below grade wiring apertures as per Township of Oro - Medonte Standard. Stresscrete or approved equal poles of appropriate height and class, with tapered single elliptical aluminium arms of appropriate length, are to be used on collector and arterial roads. The street lights are to be controlled by an electrical panel which shall be mounted in a Powco Pedestal adjacent to a hydro transformer in accordance with Township standard OM -E1. Installation to meet current Ontario Hydro Guidelines. 4.9.3 Approval and Construction Approval of plans for street lighting must be obtained from the Township. Electrical Safety Authority (ESA) approval for the installed street lighting system must be obtained by the developer. The Developer must guarantee and maintain the lighting until final acceptance of the development. The Township, upon energization of the street lighting, will pay energy charges. 4.10 Pedestrian Ways 4.10.1 Sidewalks The location requirements for sidewalks in new subdivisions shall be confirmed with the Township prior to commencing the detailed design. In general, sidewalks are required on both sides of all arterial and collector roadways and at least one side of all local streets. For local roadways, the locations of schools, parks, churches, commercial establishments etc., the length of street, traffic volume expected and the number of dwelling units serviced will be used as criteria in determining whether sidewalks are required on one or two sides of the street. The sidewalk shall conform in details and dimensions to the current OPSD and shall be instao_ d -ate py locations as shown on the typical road cross sections. The width of sidewalks for streets( i 1. 50 L metres. The sidewalks shall be increased in thickness at all driveway locations as shown on the Standard Drawings. In cases where the sidewalk has been constructed prior to the establishment of an entrance to other than a single - family residence then the existing sidewalk shall be removed and rownship of Oro - Medonte Engineering Criteria Page 81 June, 2012 Page 166 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... shall be replaced with a thickened sidewalk section (min 200 mm) in accordance with OPSD 310.010. At street intersections the curb and the sidewalk shall be depressed to meet the roadway elevation as shown on OPSD 310.030. When a sidewalk is constructed adjacent to a curb and gutter a keyway shall be provided along the back of the curb to support the sidewalk, all in accordance with the details shown on OPSD 310.020, The Township requires that all concrete sidewalks be constructed as indicated on the approved Engineering Drawings, prior to the release of the first conditional or unconditional Occupancy Certificate in accordance with the Township's Subdivision Agreement, and in any event no later than one (1) year after the completion of base course asphalt. 4.10.1.1 Location Sidewalks shall be constructed locations as shown on the Township's Road Cross - Section Standards. Where there are no other determining factors dictating location, sidewalks shall generally be placed on north and east sides of the street. Street light poles, when not staggered, should be located on the same side as the sidewalk. Local roads shall have, as a minimum, a sidewalk constructed on one side of the right -of -way and Arterial /Collector Roads may have sidewalk on both sides. 4.10.1.2 Specification Sidewalks shall be constructed according to OPSD 310.010, 310.020, 310.030, 350.010, 351.010 and OPSS 351. Concrete sidewalks shall be placed on a minimum 150 mm compacted granular A base. 4.10.2 Trailways The Developer m y be required to design and construct a trail system or pathways and linkages to existing trail systems. Pathways will be required adjacent to parkland, in general. Walkway easements adjoining parallel roads or acting as service access shall be fenced, gated, signed and planted according to Township standards. The provision of new trails shall support a Township wide trails network. The Township's trails network shall generally be comprised of the following: multi -use urban cycle trails, 3.0 m width (hard surface, multiple user); multi -use rural soft surface trails, 3.0 m width (crusher fines, multiple users); greenway trails, 2.0 m width (soft surface, 4- season multi -use trails); Township of Oro - Medonte Engineering Criteria Page 82 June, 2012 Page 167 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... snowmobile trails; road -based cycle routes. Proposed trails should link together local points of interest, all open space amenities, civic institutions and connect to the regional trails network. To the extent possible the route should utilize public open spaces, unopened right -of -ways, blocks and easements away from roadways. In the event trails are located along roadways additional right -of -way width may be required by the Township. Trails connecting through urban areas located within the road right -of -way should be paved multi- purpose cycle ways. Trails through sensitive natural features should be designed as soft surface paths and located to avoid fragile areas. Entrance points to the trail system should be marked with signage coordinated with the Township. The minimum standard for the multi -use urban trail shall be: 3.0 m width, of 150 mm concrete; 30 MPa with 6 -8% entrained air; 200 mm granular A base compacted to 95% SPDD; broom finish with tooled edges and control joints. 4.11 Fencing Fencing shall be in accordance with the most recent requirements and specifications of the Township as shown on the standard drawings. Fencing is required: along side yard flankage and/or rear yards backing onto roadways unless noise attenuation barriers are required; along public walkways In accordance with Township Standards; along perimeter abutting agricultural zone; as designated by the Township Engineer; acoustic fencing per approved report. The minimum requirements for residential chain link fence heights is in accordance with the following: ownship of Oro - Medonte Engineering Criteria Page 83 June, 2012 Page 168 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Adjacent Land Use ParklandsMoodlands Public Walkways Pools All chain link fencing shall be galvanized. 4.12 Lot Dreading 4.12.1 General Requirements Fence Height (m) 1.2 1.2 in front of dwellings 1.8 between dwellings and rear yards as per OBC The grading of all lots and blocks in new developments must be carefully monitored by the Consulting Engineer in order to provide sites that are suitable for the erection of buildings and to provide satisfactory drainage from all lands within the development. In this regard, the design of the grading for all developments will be of primary concern to the Township and the following criteria shall be used in the preparation of all lot grading plans for new development in the Township. All lot drainage shall be designed to conform to the Stormwater Management Report, overall Lot Grading Plan for the subdivision and Township standards. The Developer shall be responsible for performing the grading of lots to the satisfaction of the Township. 4.12.2 Drawing Requirements - Residential Prior to application for a building permit, individual lot grading plans for each lot shall be approved by the Developer's Consultant prior to submission to the Township. Three (3) copies of the lot grading plans shall be provided to the Township and display the following information: 1. Lot description including Registered Plan Number. 2. Designated Municipal Address Numbering 3. Geodetic site benchmark as shown on approved Engineering Drawings. 4. Dimensioned property limits and house outline location with all setbacks shown. 5. House type; normal, side split, back split, etc. 6. Finished first floor elevation. 7. Finished garage floor elevation. 8. Finished and original grades over septic tile beds. 9. Finished basement floor elevation (all locations). 10. Elevation of underside of footings. 11. Top of foundation wall (all locations). 12. Existing and proposed lot grades for each of the comers of the lot and intermediate Township of Oro - Medonte Engineering Criteria Page 84 June, 2012 Page 169 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... points of grade change. 13. Existing trees to be maintained. 14. Driveway locations, widths and proposed grades. 15. Finished road grades adjacent to lot. 16. Location of house entrances. 17. Location of rainwater downspouts. 18. Location of walkways. 19. Arrows indicating the direction of all surface drainage and swales. 20. Location and elevation of swales. 21. Patios, decks and /or porches. 22. Terraces, retaining walls and tree wells. 23. Location and dimensions of all easements. 24. All yard catch basins with rim and invert elevations. 25. Curb cut locations. 26. Hydrants, street lights, Bell and cable TV pedestals, hydro transformers. 27. Location and type of any private sewage disposal system and reserve areas and private wells. 28. Location of all road features along frontage and flankage of lots (curb lines, catch basins, sidewalks, etc.). 29. Lot grading certificate by Developer's Engineer in accordance with the Subdivision Agreement requirements. 30. Proposed driveway culverts with size, type, invert and slope information. 31. Number of front and rear entry step risers. 32. Engineered fill level is to be shown where applicable. Prior to a building's superstructure proceeding, the Developer's Engineer or OLS must certify that the final footing and foundation elevations conform to the site grading plans and the Building Code. 4.12.3 Certification Prior to pouring building footings, an Ontario Land Surveyor must install survey pins in order to accurately locate the foundation. Prior to the release of any lot from the conditions of the Subdivision Agreement, the Developer's Consulting Engineer shall provide certification to the Township that the grading and drainage of each lot is in accordance with the approved lot grading and drainage plans, This certification is to include that: the lot grading plan conforms to the storm drainage plan. Plan and certificate are to be submitted with the building permit application; 'ownship of Oro - Medonte Engineering Criteria Page 85 June, 2012 Page 170 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... that the final footing and top of foundation are in conformance with the certified grading plan (Tolerance 100 mm); the final grading for each lot conforms to the individual lot grading plan. If the final grading differs from the approved lot grading plan, the Consulting Engineer shall provide details of the variance from the approved plans and shall include his recommendations for rectification of the area if required. A site inspection shall be arranged by the Consultant, with the Township Engineer, to review the grading of lots after completion of sodding. 4.12.4 Lot Grading Design - Residential The specified lot grade shall be calculated in accordance with the Lot Grading Detail Sections included in the Township of Oro - Medonte Standard Drawings. The front yards of all lots shall be graded to drain towards the street. Rear to front lot grading is preferred and a maximum of three rear lots shall outlet between any two lots. All boulevard areas shall be graded with a constant slope from the curb to the street limit (minimum slope to be 2 %, maximum slope to be 5 %) and all water boxes, maintenance hole covers, valve boxes, etc. shall be set flush with the finished sod surface. Driveways shall not be used as outlets for any swales. All rear yard drainage shall be directed away from the houses in defined swales which outlet at the curb, sidewalk or a rear yard catch basin. Overland flow routes must be provided for all rear yard catch basins which will protect all structures in the event of catch basin blockage or a major storm event. Drainage within the subdivision limit is to be provided internally, any drainage over abutting lands will only be permitted in exceptional cases at the discretion of the Township Engineer. The grading along the limit of the subdivision shall be carefully controlled to avoid disturbance to the adjoining areas. In general, lot drainage should be directed away from top of banks or valley slopes. The lot grading design shall provide for drainage problems on adjacent property that can be best resolved by permitting drainage through the subdivision. All lot surfaces shall be constructed to a preferred minimum grade of 2.0 %, and absolute minimum of 1%. -ownship of Oro- Medonte Engineering Criteria Page 86 June, 2012 Page 171 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... All lot surfaces shall be constructed to a maximum average lot grade of 12% (calculated from the difference in lot elevations between the rear wall of the house and property line - embankments included). A minimum of 6 metres adjacent to the rear of the house shall be graded at 2% - 5% slope. Maximum slope between all terraces and embankments shall be 3:1 when the vertical difference does not exceed 1 metre and 4:1 when the vertical differences exceed 1 metre. Between successive terraces, an intermediate level area of at least 1.50 metres in width must be provided, The lot grading design shall provide for the temporary drainage of all blocks of land within the subdivision that are intended for future development under site plan agreements or park development plans. The maximum flow allowable to any side yard swale shall be that from the equivalent of three lots or 0.5 hectares, whichever is less. The maximum area contributing to a rear yard swale that may be discharged directly onto a road allowance shall be the equivalent of three rear yards or 0.50 hectares, whichever is less. Swales providing internal drainage from each lot shall have a minimum slope of 1.0 %. Minimum depth of any swale to be 150 mm. Maximum depth for a rear yard swale to be 750 mm. Maximum depth for a side yard swale to be 450 mm. Maximum side slope on any swale shall be 3:1. All drainage swales shall be located on lot lines unless the adjacent property is not undergoing development. In such cases drainage swales shall be located entirely within the lot being developed. Each lot shall have at least one side yard with a maximum slope of 2% for 1.5 m continuous width from front to rear yard; The grade around houses shall be a minimum of 2% away from houses from a point 150 mm below top of foundation wall or as required by OBC. Generally, rear yard catch basins shall be eliminated wherever possible. When required, rear yard catch basins an outlet pipes shall be located such that the outlet and the catch basin are located entirely on the same lot. In general, rear yard catch basins shall be located 2.0 metres from the lot line. .ownship of Oro - Medonte Engineering Criteria Page 87 June, 2012 Page 172 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Driveway grades shall be designed and constructed at a minimum of 2% and maximum of 7% grade. Driveway locations shall not extend beyond lot line projections within the right-of-way. 4.12.5 Sodding The subdivision shall be sodded according to the following: all swales, ditches, drainage easements, and slopes 10% or greater shall be sodded using 100 mm top soil and No. 1 nursery sod; all residential lots shall have a minimum of 100 mm top soil and sod, rear and front; where the combined side yard between buildings is less than 1.5 m the surface treatment shall be 75 mm of clear stone over a vegetation suppressing geotextile. 4.12.6 Retaining (Malls Retaining walls shall be constructed according to the following: where retaining walls are required they shall be constructed on the higher lot such that the wall and tie -back do not cross property lines; retaining wall design and construction shall be certified by the Engineer, in accordance with OBC requirements; retaining walls shall be constructed entirely on private property, not on property to be assumed by the Township; retaining walls shall comply with the Township's Bylaw requirements. 4.12.7 Area Grading 4.12.7.1 General Requirements Where earth cuts and fills in excess of 400mm are required within the lots and blocks of the new development, area rough grading must be performed prior to road construction. In general, blocks intended for future development, such as institutional and commercial uses, shall be graded to preliminary grades and drain appropriately, compatible with adjacent roadways and abutting properties and complete with appropriate re- stabilization and erosion and sediment control measures as described in this document. 4.12.7.2 Drawing Requirements Drawing size: (594 x 841 mm) Al Scale: 1:1,000 for single- family (Rural) 1:500 for single- family (Urban) 1:200 for multi- family areas. . ownship of Oro - Medonte Engineering Criteria Page 88 June, 2012 Page 173 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... All lots and blocks within the subdivision are to be shown and are to be numbered in accordance with the plan proposed for registration. Existing contours are to be shown at maximum 0.5 m intervals. The area rough grading plan must identify all areas where the depth of fill sections and cut sections are in excess of 400 mm. 4.12.7.3 Construction Requirements Prior to commencing rough grading, the Developer must implement the approved erosion and sediment control plans as outlined in this document. Where the proposed grading plan identifies fill over registered lots, 'Engineered Fill" shall be placed and supervised by the Consulting Engineer. All block grading shall conform to the stormwater management report. The Developer shall be responsible for the grading of blocks until assumption of the subdivision. The Developer and his Consultant shall be responsible for approval and certification of the following: • certification that the block grading plan conforms to the storm drainage plan. The block grading plan and certification shall be submitted with the building permit application; • certification of the final grading for each block conforms to the storm drainage plan and the block grading plan. 4.13 Easement and Block Requirements 4.13.1 General Requirements The Township shall require conveyance of easements or dedication of blocks, without consideration and free and clear of all liens and encumbrances, to the minimum width requirements, or greater as determined by the Township Engineer, in the following circumstances: Easement Dedications Rear and side yard swales designed to convey external or Township drainage. Rear and side yard piped storm drainage systems, including catch basins, french drains, maintenance holes and other appurtenances. Storm sewers, watermains and sanitary sewers (other than private connections). 'ownship of Oro - Medonte Engineering Criteria Page 89 June, 2012 Page 174 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Where underground services are required beyond the limits of a subdivision or site plan. Block Conveyances All overland flow routes, open channels, and defined drainage systems accommodating a major storm. Walkways and bicycle paths. Valleys, streams, open channels, watercourses (whether flowing or intermittent), seepage areas, wetlands, natural bodies of water and floodplain lands identified by the Township as being environmentally significant requiring protection or designated as hazard or open space lands. Stormwater management facilities, including detention and retention ponds, water quality control facilities and infiltration facilities which are to be owned and operated by the Township. 4.13.2 Easement Width Requirements Easements must be located on one side of the common lot line between adjacent lots. Pipes shall be centered on the easement. The easements will not be permitted to straddle common lot lines. Buildings, including footings or building extensions, will not be permitted to encroach over the limits of the Township's easements. Where two pipes are to be located on one easement, the minimum width of easement shall be the width of easement required for the larger of the two pipes plus 112 the width of easement for the smaller pipe, rounded to the next 1.Om increment. Additional easement width may be required to ensure adequate separation between the two pipes and a minimum separation of 3.0 metres between the easement limit and the nearest pipe. 4.13.2.1 Storm and Sanitary Sewer Mains The minimum width of easements for storm and sanitary sewers shall be in accordance with the following: Size of Pipe Depth of Invert Minimum Width of Easement 250 to 375mm 3.0 m maximum 6.0 m 450 to 675mm 3.0 m maximum 6.0 m 750 to 1500mm 3.0 m maximum 6.0 m 1650mm and up 4.0 m maximum 4.0 m plus 3 times O.D. of pipe For easements containing more than one pipe or underground service the minimum width will be based on the above chart for the maximum pipe size plus 3.0 m. Township of Oro - Medonte Engineering Criteria Page 90 June, 2012 Page 175 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.13.2.2 Storm Connections for Rear Yard Catch basins The minimum width of permanent easements for leads to rear yard catch basins shall be 5.0 metres for pipe sizes ranging from 250 mm to 450 mm in diameter. For pipe sizes greater than 450 mm, the above criteria shall apply. The lead shall be centred on the easement. 4.13.2.3 Watermains The minimum width of easements for watermains shall be in accordance with the following: Size of Pipe Depth of Invert Minimum Width of Easement Up to 600 mm 3.7 m maximum 6.0 m 675 mm and up 3.7 m maximum 9.0 m 4.13.2.4 Drainage Swales Easements are required for drainage swales which convey external or Township stormwater. The minimum width of permanent easements for lot drainage swales shall be 4.0 metres. Additional easement widths may be required depending on the critical depth of swales proposed. Drainage swales to be centered over easements. 4.13.3 Block Width Requirements Blocks of land shall be of sufficient dimension to accommodate the proposed facility, access from a public right -of -way and maintenance requirements. The minimum width of blocks of land for open drainage channels shall be the width of top of open channel plus 7.5 metres along one side of the channel for maintenance requirements. Valley lands (crest of slope to crest of slope) may be contained within blocks of land to be conveyed to the Township, as a condition of development. Blocks of land in this case shall include 3.0 metre platform widths on both sides. Blocks of land will not be considered as part of parkland dedication requirements. 4.14 Erosion and Sediment Control 4.14.1 General Requirements Prior to commencement of any work on site, the Owner is required to implement an Erosion and Sediment Control Plan (ESOP) consisting of a report and drawing(s) as required, to be approved by the Township. This is in order to effectively reduce on -site erosion and prevent off -site transport of silt, both overland and via the municipal storm sewer system, or into treed and / or - ownship of Oro - Medonte Engineering Criteria Page 91 June, 2012 Page 176 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... environmentally sensitive areas within or external to the development. The ESCP shall include provision to minimize windblown dust and to minimize and manage mud tracking on to adjacent roads. All erosion and sediment controls are temporary measures constructed prior to any other site work which shall be maintained until assumption of the subdivision. Prior to assumption of the subdivision all temporary measures shall be removed and any disturbed areas stabilized. Erosion and sediment control measures shall be designed in accordance with Provincial guidelines and the requirements herein. 4,14.2 ESCP Measures and Requirements The ESCP must address specific requirements for each stage of construction as follows: • Tree removal • Clearing and grubbing • Topsoil stripping and rough grading • Construction of services • Street and building construction Additional requirements may be necessary where creek or stream crossings for underground services, bridge or culvert construction across active streams, channel diversions and outfalls to active streams are encountered. Plans shall outline measures to reduce impact on the streams including the timing of construction activities to minimize disruption as required by NVCA, MNR and DFO, where applicable. (sg,, All disturbed ground left inactive shall be stabilized by seeding, sodding, mulching or covering or by other equivalent measure. The period of time shall not exceed 30 days unless otherwise authorized by the Township. The phasing of individual developments must be taken into account during the design of the control measures including locations for topsoil stockpiles. A primary consideration will be to expose the least possible area of land for the shortest possible timeframe. All installed erosion and sediment control measures shall be inspected by the Consultant once per week and after each rainfall of 1 cm or greater. Inspection reports shall be forwarded to the Township within da c of ins ectp ion Typical accepted measures to mitigate erosion during construction are as follows: - ownship of Oro- Medonte Engineering Criteria Page 92 June, 2012 Page 177 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Silt Fence Silt fencing shall be installed wherever surface runoff drains onto adjacent properties, completely around the base of topsoil stockpiles and along the perimeter of all other areas sensitive to sediment accumulation (e.g. watercourses, valleys, woodlots, areas to remain undisturbed etc.). Silt fence shall be in accordance with NVCA and /or LSRCA standards. Installations shall be specified as "Light Duty" or "Heavy Duty" according to the application. Topsoil Stockpile Protection Stockpiles shall be located so the toe of the slope is a minimum of 10 m away from a roadway, drainage channel or residential lot. The maximum side slopes shall be 1.5 horizontal to 1.0 vertical. Runoff shall be controlled by light duty sediment control fence or other approved measures. If remaining for more than 30 days, stockpiles shall be stabilized by vegetative cover or other means. The maximum stockpile height shall be approved by the Township in consideration of the surrounding land uses and duration the stockpile is to be in place Sediment Basins, Interceptor Swales Temporary sediment basins shall be constructed on sites having a disturbed drainage area of greater than 4 hectares. Basins may also be required for smaller areas of disturbance which are sensitive in nature as required by the Township. The basin shall be designed to settle out particles that are 0.04 mm in diameter or larger from surface water runoff and storm sewer flows and shall be sized to meet LSRCA criteria of minimum 125 m3 /ha, 24hr detention and 125 m3 /ha permanent pool storage volume or the ultimate pond criteria. Ponds are to have filter fabric / clear stone wrapped perforated riser outfalls with anti - seepage collars and rip rap overflow weirs. Rock Check Dams To be installed in swales and ditches in accordance with OPSD 219.210 and 219.211 where runoff drains to adjacent properties. Catch basin Controls Sediment controls are to be provided according to Township of Oro - Medonte Standard Drawings. Catch basins shall be cleaned when the sump is full and before sediment accumulates to within 300mm of the outlet lead. ownship of Oro - Medonte Engineering Criteria Page 93 June, 2012 Page 178 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Stone Pad Construction Access (Mud Mat) In order to reduce the tracking of mud onto paved streets, a pad of crushed stone shall be constructed at the site entrance and exit leading onto any existing road. The stone pad shall be a minimum of 450mm thick, 30m long and 5m wide. The first 15m from the entrance /exit shall be constructed with 50mm clear stone. The remaining 15m shall be constructed with 150mm riprap. 4.14.3 Drawing and Report Requirements Drawings ECSP Drawings shall be comprised of, and include the following: • Scale at 1:500 or 1:1000 • Location of buildings, existing and proposed, within and adjacent to the property • All natural features within and adjacent to the property (woodlots, watercourses, valley lands etc.) • Trees to be preserved • Existing contours at 0.5m intervals • Proposed interim and final elevations • Areas to be disturbed • Direction of overland flow • Staging of construction and implementation of control measures • Proposed erosion and sediment control measures (silt fence, check dams, sediment basins, interceptor swa ►es, stone mud mats, etc.) • Topsoil stockpile locations with estimated quantities, maximum height and side slopes Detail drawings Report A brief report shall accompany the drawings which, at a minimum, outline staging of construction and implementation of the proposed erosion and sediment control measures, a description of measures to be undertaken, silt basin calculations, features to be protected and an inspection and maintenance program. The report shall also recommend measures to control dust such as road cleaning, watering, work restrictions on windy days, minimizing disturbed areas and other measures. rownship of Oro - Medonte Engineering Criteria Page 94 June, 2012 Page 179 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 4.15 Utilities 4.15.1 General Requirements The appropriate utility company or their approved contractor shall install the services for Bell, Hydro, Gas, and Cable TV. The Developer must bear the cost of any surcharges for underground installation made and must grant any necessary easements for their services. Utility crossings for new roads shall be placed prior to placement of granular road base material. Utility crossings for existing roads must be augered or bored under the existing road structure. Compaction of backfill for utility trenches shall be 95% Standard Proctor Dry Density. 4.15.2 Electrical Design Requirements Electrical distribution systems shall generally be designed as buried systems. All requirements for the design of the electrical distribution and street lighting system shall be agreed upon with Orillia Power Corporation (OPC). 4.15.3 Electrical Services Plan It is the Developer's responsibility to make direct arrangements with OPC to design and construct the primary and secondary electrical distribution system, together with all necessary plans. The Developer is responsible to engage a qualified electrical consultant to design the street light electrical distribution system and submit plans to the Township for approval. The Developer is responsible to arrange and perform the installation of the street light system in accordance with OPC requirements. Where Site Plan proposals abut County or Provincial roads, lighting level plans with supporting computer printouts shall be submitted to the respective road authorities for their approval, if required. 4.16 Canada Post The Engineer must communicate directly with Canada Post for locating of their proposed facilities. All proposed locations must be shown on the Composite Utility Plan, General Servicing Plans and applicable Plan - profile drawings. Any temporary placement of post boxes must be placed in accordance with the approved final location. 4.17 Municipal Address Numbering The Developer is responsible for obtaining designated Municipal Address Numbering for each and every lot from the Municipal Office. The designated Municipal Address Numbering shall be shown rownship of Oro - Medonte Engineering Criteria Page 95 June, 2012 Page 180 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... on the Overall Lot Grading Plan inside the box designating the location of the house. The actual location of installation is shown on Township standards OM -MA1. 4.18 Landscaping 4.18.1 Tree Planting Requirements The Developer is responsible to plant trees along all road allowances in and abutting the development in accordance with the specifications established pursuant to the Subdivision Agreement. Tree locations on Township roads must be confirmed with the Township of Oro - Medonte. The developer is required to prepare a landscape design prepared by a qualified Landscape Architect to be approved by the Township on a site by site basis. In general, at least two trees shall be planted in front of each single family dwelling, semi - detached unit and townhouse block. A minimum of 2 trees shall be placed along the flankage side of each corner lot. Trees shall be placed so that its mature form will not conflict with other essential services and functions. Timing of Construction All trees are to be placed during either the spring or fall dormant season in unfrozen soil. Quality and Source All boulevard trees shall be #1 quality nursery grown stock, 2.25 m. to 4.0 m. in height with a minimum trunk diameter of 50 mm. measured at a minimum of 1.0 m. above ground level. All trees shall be free from physical damage, insects, pests and diseases and must have at least three quarters of the root system intact. 4019 Parkland Development The Developer shall provide to the satisfaction of the Township, a water service connection and sanitary sewer and storm sewer lateral connections to the street line for the park, if required by the Township. Metering requirements for water service connections shall be confirmed with the Township. Where required by the Township, underground primary or secondary electrical cables shall be placed from the road allowance to designated locations within parkland. Township of Oro - Medonte Engineering Criteria Page 96 June, 2012 Page 181 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Grading The park shall be fine graded in accordance with the approved grading plan with particular care being taken to avoid damage to those trees or features that are to remain. All graded areas shall be covered with a minimum of 150 mm of approved topsoil and shall be seeded and fertilized in accordance with the specifications of the Township Engineer. All topsoil stripped from parklands shall remain on -site and not removed or sold. The seed mixture proposed shall be approved by the Township prior to placement. All park blocks less than 0.4 ha. shall be sodded on 150 mm of topsoil. All stones and debris shall be removed and disposed of by the Developer prior to the seeding or sodding of any park. The Developer shall provide chain link fencing along park boundaries or walkways as required by the Township. Building materials or equipment cannot be stored on parkland and parkland shall not be used as a dumpsite. Stripped topsoil shall not be stockpiled on parkland or other Township blocks. Timing of Construction All park blocks must be graded and seeded or sodded within one year of the completion of the base course asphalt road construction in the area adjacent to the park. Seeding must be carried out during the desirable months for seeding of May, August or September. Boulevard grading and sodding on road allowances adjacent to parklands shall be completed at the same time as the park seeding. Maintenance The Developer shall be responsible for the maintenance, fertilizing and mowing of the parklands until "Final Acceptance ". ownship of Oro - Medonte Engineering Criteria Page 97 June, 2012 Page 182 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 5 Ge®tedhnical Report Requirements In new developments, the Owner shall engage a Geotechnical Engineering Consultant to prepare a report on the existing soil conditions which is to include: 1) The identification, description and limits of the existing soil regimes, including the extent of topsoil and its suitability for reuse. 2) The suitability of native materials for trench backfill. 3) The conditions under which the native material may be used as trench backfill. 4) The procedures to be used for high moisture contents and water table levels, which may affect the proposed servicing or structural works of the concerned area and surrounding lands. 5) The extent of native material which is unsuitable for trench backfill and the procedure for dealing with it such that it will not affect the structural stability of the proposed Township services. 6) Areas and procedures to be followed where blasting may be required with due consideration to surrounding structures and services. 7) The road material depths for pavement design. 8) Any special recommendation for bedding materials. 9) Potential corrosive or chemical problems that may affect services or structures (e.g. high sulphates) and the method of resolving such problems. 10) Recommendations in dealing with filling conditions within the road allowances, on building lands, in the construction of berms etc. 11) Identification of problem areas and recommendations for mitigating procedures regarding the stability of existing slopes and the extent of unstable soils or conditions. 12) Any special recommendations to be followed in the design and construction of building foundations including recommended foundation elevations in relation to the groundwater elevation. 13) The engineering properties of the native material including frost susceptibility, natural moisture content, compaction characteristics, relative density and structural integrity. 14) Recommendations for achieving proper compaction. 15) Recommendations for dealing with deep excavation of trenches. 16) Recommendations for dealing with septic or well systems that may be affected by the proposed building and servicing works. 17) Confirmation that sufficient boreholes have been taken to establish definite requirements and recommendations for the servicing and building works. In general the geotechnical report must identify minimum bearing capacity of the native soil (i.e. 75 kPa) preferably on a hale -by -hole ownship of Oro - Medonte Engineering Criteria Page 98 June, 2012 Page 183 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... basis. Boreholes located in the area of proposed underground Township services are to be taken to a depth of at least one (1) meter below the deepest trench. Requirements and recommendations contained within this report along with borehole logs and grain size analysis of the native soils are to be incorporated by the engineering consultant into his first submission to the Township. Any such requirements and recommendations not incorporated are to be drawn to the Township's attention with specific reasons. During construction, the Owner is to retain a geotechnical consultant to supervise the installation of bedding and the backfilling of all trenches within road allowances and easements. A trench backfill certification is required to indicate sufficient tests have been carried out to obtain a representative report as to the compaction of the backfill and the backfill is in compliance with Township specifications and requirements. A final subgrade certification is to confirm the final subgrade conditions are equal to or better than those anticipated in the preparation of the pavement design. If these conditions are less than what was anticipated, the Owner and the Township are to be immediately advised with a new pavement design recommendation. Where grading operations require the placement of "engineered fill" the Geotechnical Engineer must certify the fill located at 1.0m below finished grade and deeper has been sufficiently compacted to assure a minimum bearing capacity of 75 kPa and a 98% Standard Proctor Density. 'ownship of Oro - Medonte Engineering Criteria Page 99 June, 2012 Page 184 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 6 She Plan Developments 6,1 General Requirements Site Plan Agreement The Developer of lands under Site Plan Control, as specified in the Township's Official Plan, may be required to enter into a "Site Plan Agreement" with the Township prior to the commencement of construction of any building or service within the parcel of land. For all proposed site plan developments, the Developer shall secure site plan approval from the Township. Township of Oro - Medonte Requirements Drawings showing grading and the location, size, grade, invert elevations, material and bedding requirements for all storm, sanitary and watermain service connections shall be prepared and submitted to the Township for approval. Engineering drawings shall also be prepared for all sanitary and storm sewers and watermains that are required to be constructed within road allowances or registered easements to service the subject property. These drawings are to be prepared to the Township requirements. The Township is also responsible for the collection of revenue for water consumption and therefore the "metering" arrangement for the subject property shall be approved by the Township. 6.2 Submission Requirements Professional Engineer The Developer shall retain a qualified Professional Engineer to prepare all engineering drawings and to supervise the construction of all engineering services. The Consulting Engineer shall act as the Developer's representative in all matters pertaining to the design and construction of the services in the development. The requirement for a Professional Engineer to carry out design services for a site plan shall only be specific to those developments where water, sanitary services, grading works, roadworks in public right -of -way and retaining walls are proposed. The Consulting Engineer shall be required to submit a Retainer Letter to the Township in the format included in these criteria outlining their duties and responsibilities. Submission Sets Five (5) Site Plan drawing sets and supporting calculations shall be submitted to the Township, for approval, comprised of the following: rownship of Oro - Medonte Engineering Criteria Page 100 June, 2012 Page 185 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... a) Site Plan b) Site Grading Plan c) Site Services Plan d) Drainage Area Plan e) Elevation Plan f) Erosion and Sedimentation Control Plan g) Landscaping Plan h) Geotechnical Report Depending on the complexity of the proposed development, requirements of the above drawings may be combined, or waived, at the discretion of the Township. Additional Site Plan drawings shall be prepared when requested by the Township. Prior to receiving a building permit, all plans must be approved by the Township. Supporting documents may be required as follows; Stormwater Management Report, Traffic Impact Assessment, Functional Servicing Report, Noise Report, Hydrogeological Report, Floodplain Study, Environmental Assessment Report and Archaeological Impact Study as determined on an individual site plan basis. 6.3 Drawing and Design Requirements 6.3.71 General Requirements All Site Plan drawings shall be prepared from one base plan prepared at a minimum scale of 1:500 and which contains the following information: a) A key plan at a scale of 1:10,000 showing the site location b) A north arrow c) Site statistics d) Street names, lot and Registered Plan numbers, and property dimensions e) Road widenings D Easements g) Vehicular loading and parking facilities h) The outline of all buildings with the building numbers and unit numbers indicated and garage locations within the unit i) Storage areas and enclosures for garbage and waste materials j) Fire routes, truck delivery and other large vehicle drive paths k) Walkways and ramps 1) Proposed roadways /driveways and all points of access m) Adjacent lands n) Existing land features (trees, watercourses, roads, services, etc.) 'ownship of Oro - Medonte Engineering Criteria Page 101 June, 2012 Page 186 of 366 1Oc) Report No. TES2013 -11, Jerry Ball, Director of Tran... o) The reference benchmark (geodetic) used to establish vertical control and the site benchmarks to be used for construction. 6.3.2 Site Servicing Plain and Design The Site Services Plan shall show, at a minimum, the location, size and grade (as applicable) of the following services and information: a) all existing underground services on the streets and easements adjacent to the property. b) storm and sanitary service connections to the property with grade and invert information c) watermain connections to the property d) the basement and finished floor elevations of all proposed buildings e) storm, sanitary and watermain services with length, grade, material and bedding requirements to be constructed within the development f) proposed sanitary and storm maintenance holes with invert and rim elevations g) hydrants, valves and water meters within the development h) sanitary, storm and water service connections to individual units, as applicable i) roof water leaders and method of discharge j) all construction notes required to describe the construction detail or requirements k) the locations of prime and reserve the -bed areas, including mantles (where required) 1) proposed wells and septic beds to be decommissioned; m) illumination standards V n) proposed landscape features Stormwater Management Stormwater management techniques shall be employed on all sites in accordance with requirements identified in this document. As a guideline, the degree of control on the quantity of run -off from a proposed development shall be: The post - development peak flow shall not be greater than the corresponding pre- development peak flow for the 1:5 year, 1:10 year, 1:25 year and 1:100 year storms. Other regulatory agencies may require other storm flows to be analyzed (i.e. 2 year and/or Regional flows). Where on site stormwater quantity controls are required, a stormwater management report addressing the points listed below must be submitted: • a control device (orifice) must have a diameter of no less than 75mm in order to prevent clogging of the opening; • control devices shall be installed on the upstream side of the maintenance hole; Township of Oro - Medonte Engineering Criteria Page 102 June, 2012 Page 187 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... storm connections from the building roof and foundation drains must be made downstream of the maintenance hole and /or catch basin inlet controls; ponding limits and available storage are to be depicted on the site servicing drawings, and the maximum ponding depth in parking areas is not to exceed 200 mm; an overland flow route shall be clearly marked on drawings. The grading of parking lots and landscaped areas must provide a safe path for the overland flow route to the surrounding Township right of way during storms exceeding the design storm event; • roof drains can be utilized with controlled discharge; • details and concepts are to conform to the Urban Drainage Design Guidelines, set out by the MOE; on -site stormwater management facilities may require Environmental Compliance Approval from the MOE. Two completed MOE Application forms are to be submitted to the Township signed by the developer and consultant, in accordance with MOE requirements. Site Servicinq Design a) All sanitary and storm sewers shall be designed in accordance with the requirements of the Ontario Building Code and the Township Design Criteria. The provisions of the Ontario Water Resources Act, R.S.O., 1990, may apply to sanitary and storm sewer works. b) All storm sewers shall be located within the limits of the roadway. c) All storm sewer connections shall be sized according to the requirements of the Ontario Plumbing Code and shall be installed on a minimum grade of 2.0 %. Goss traps shall be placed in parking lot catch basins, located adjacent to fuelling areas. Rainwater leaders shall discharge onto grassed or landscaped areas. The rainwater leaders from all commercial, industrial, institutional and high density residential buildings should be discharged onto grassed or garden areas. Alternatively rainwater leaders may be directed to on -site detention facilities to achieve the necessary stormwater quantity control as calculated in the stormwater management report. a) Yard catch basins shall be provided where required for drainage of landscaped areas. b) Catch basin maintenance holes may be used for roadway drainage. c) All watermains shall be designed in accordance with the requirements of the Ontario Plumbing Code, N.F.P.A. 24 and Township Design Criteria. The watermain design shall be submitted to the Township of Oro - Medonte Fire Department for approval of the watermain layout and the hydrant locations. The provisions of the Ontario Water Resources Act may apply to the watermain works. d) Where requested, easements for utilities shall be provided at no cost to the utility company. rownship of Oro- Medonte Engineering Criteria Page 103 June, 2012 Page 188 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 6.3.3 Site Grading Plan and Design The site grading plan shall show, as a minimum, the following information: a) The drainage of the site is to be self- contained. b) The grading of the site is to be compatible with the elevation of the surrounding lands. c) All grassed embankments shall have a maximum slope of 3:1. d) The grade of grassed or other landscaped areas shall have a maximum slope of 12% and a minimum slope of 1 %. e) Swales on grassed areas shall have a minimum slope of 1.5% and a maximum slope such that the velocity for the flow contained does not exceed 1.25 metres per second. f) The maximum suggested length for any drainage swale is 75 m. g) The minimum depth for any drainage swale shall be 150 mm. h) The maximum depth for any drainage swale shall be 750 mm. i) The maximum side slope on any drainage swale shall be 3:1. j) All driveways shall have positive drainage from the streetline to the roadway. k) centreline grades at 15 m intervals along all existing streets bounding the property and existing grades. 1) a legend indicating which are existing and proposed elevations, m) contours at maximum 0.5 m intervals to indicate the existing elevations of the site. These contours are to extend to a minimum distance of 15 m beyond the property limits to indicate the grading and drainage patterns of the adjacent lands. n) cross sections as required to clarify the proposed grading, particularly in relation to adjacent lands. o) proposed elevations on paved areas, around proposed buildings, along swales, along roadways, parking areas, driveways, catch basin rim elevations, and any other elevations necessary to establish the grading and drainage patterns for the development. Arrows to be used to indicate direction of the surface drainage. p) a typical roadway cross section to indicate the pavement and granular base design. q) roadway dimensions and curb radii. r) concrete curbs. s) embankments, retaining walls, stairs, play areas, swimming pools, etc. t) curb depressions, with dimensions, u) sidewalk. township of Oro - Medonte Engineering Criteria Page 104 June, 2012 Page 189 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 6.3.4 Roadway Design Roadway Design (a) All roadways shall be required to satisfy Fire Access Route Design as per OBC 3.2.5.6 and designed in accordance with the most recent engineering requirements of the Township, (b) The minimum pavement design for all roadways shall be: - subgrade compacted to 95% proctor density - 300 mm. compacted depth of Granular "B" - 150 mm. compacted depth of Granular "A" - 50 mm. compacted depth of HL4 Asphalt base course - 40 mm. compacted depth of HL3 Asphalt surface course (c) All driveways shall be paved with asphalt or an approved alternate from the edge of the roadway to the garage. The minimum asphalt pavement design for all driveways shall be: - subgrade compacted to 95% proctor density -150 mm compacted depth of Granular "A" - 50 mm compacted depth of HL3 asphalt (d) The minimum width of a roadway for two way traffic with no street parking shall be 6.0 m from E/P to E /P. (e) All roadways serving multiple - family projects shall be designed to facilitate passage of emergency and service vehicles. Curb returns having an 8.0 m. radius and inside bends having at least a 12.0 m radius are required. On dead end streets provision shall be provided for vehicle turning. (f) The minimum grade for any roadway shall be 0.5% and the maximum grade shall be 8.0 %. (g) The minimum grade for any driveway shall be 2% within the right -of -way and 1% on private property. The maximum grade shall be 8.0 %. This maximum grade creates an undesirable condition and should be used only when necessary due to site conditions. (h) The location of driveway entrances on Township streets shall be such that the minimum sight distance is maintained in both directions. The following criteria will apply to new driveway entrances: Posted Speed Limit Minimum Sight Distance km /h metres 40 45 50 65 60 90 70 120 80 150 - ownship of Oro - Medonte Engineering Criteria Page 105 June, 2012 Page 190 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 6.3.5 Landscaping Requirements A Landscaping Plan shall be prepared by a qualified Landscape Architect if required by the Township. The Landscaping Plan shall show all landscaping details as required by the Site Plan Agreement. A schedule of plant species and sizes is to be identified on the landscaping plan. All maintenance holes, catch basins, hydrants, valves, street lights and other servicing features that appear above grade shall also be shown on the landscaping plan. 6.4 "As- Constructed" Drawings After all construction is complete, the design drawings shall be amended to incorporate the changes and alterations made during construction in order that the drawings as amended represent the services and conditions as constructed. One set of "As- Constructed" drawings must be submitted to the Township within one year of final completion and prior to the left security reduction. 605 Certification Upon completion of construction the Consulting Engineer shall provide written certification to the Township that all works have been constructed in accordance with the approved plans and specifications and in accordance with good engineering practices. The wording is to be followed by the Professional Engineers stamp and signature. 606 Final Inspecti ®n Upon completion of all construction the Developer shall request the Township to carry out a final inspection of the works. All deficiencies found during this final inspection shall be immediately corrected by the Developer. This final inspection is carried out for the benefit of the Township and shall in no way relieve the Developer of his obligations under the Condominium Act and the Site Plan Agreement. rownship of Oro - Medonte Engineering Criteria Page 106 June, 2012 Page 191 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 7 Landscaping Implementation Procedures Once the infrastructure of the subdivision is in place and housing is under construction, the developer must hire a landscape contractor to install the approved landscape components. The Landscape Architect shall inspect and certify the installation. 7.1 Streetsca pe Works The developer is required to hire a contractor to install the landscape elements called for in the approved landscape plans. The Consulting Landscape Architect will inspect the work, report on progress to the Township and provide the Township with as -built drawings. An important part of the Landscape Architect's duties will be to maintain a Summary Chart documenting the history of each new tree planted in the parcel of land being developed. At the appropriate times, the Township will conduct its own inspections. All streetscape works are to be guaranteed and maintained until assumption of services or 24 months whichever is longer. 7.2 Naturalization Works As with streetscape works, the process begins with the developer hiring a contractor to install the landscape elements called for in the approved landscape plans. The developer's Landscape Architect will supervise the work and report on progress to the Township. At the appropriate times, the Township will conduct its own inspections. All naturalization works are to be guaranteed and maintained until assumption of services or 24 months whichever is longer. 703 Maintenance Agreement for (Naturalization Arenas Carrying out a maintenance program for the first two years after planting the naturalization areas will significantly reduce the mortality rate of the trees, shrubs, grasses, etc. and help to establish healthy vegetative cover. At the time of planting, the planting details and specifications should be followed faithfully. This means, among other things, the proper transportation and handling of plant material, the use of fertile planting soil, the proper staking of trees and the proper installation of rodent protection. Maintenance shall include: • apply appropriate fertilizer to promote growth; • prune dead or diseased tissue; • remove dead plant material; Fownship of Oro - Medonte Engineering Criteria Page 107 June, 2012 Page 192 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... replace dead coniferous naturalization species to maintain a minimum live- stocking standard of 90 %; replace dead deciduous and shrub naturalization species to maintain a minimum live - stocking standard of 90 %; ® suppress weed growth around new trees and shrubs by adding mulch and/or removing weeds by hand. Weeds shall not be cut down with a power trimmer. An assessment of plant material is to be carried out annually by the Landscape Architect between mid -July and early September and reported to the developer, the contractor and the Township in the form of a Naturalization Assessment Report. Plant vigour can be determined by a visual inspection of the current year's foliage. The initial inspection and assessment will be conducted in the summer following the planting. It will take account of the survival and condition of the plants. It will also include a summary of the maintenance operations performed. Finally, the assessment will propose any additional maintenance measures thought necessary, and recommended where, the following spring, plants need to be replaced or new plants added. The second assessment will be conducted the following year, and will provide similar information to the first. The third and final assessment will take place just prior to assumption. The final report will provide a complete summary of the initial plantings, as well as a record of the replacements and maintenance services carried out during the guarantee period. The report will also make note of any additional work that should be performed prior to the Township conducting a final inspection. Township of Oro - Medonte Engineering Criteria Page 108 June, 2012 Page 193 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 8 Standard Drawings Index In general, OPSD's shall be used and referenced by the designer. The suitability of any particular OPSD shall be determined by the Township. The Township Standard Drawings which form part of this document have been developed to reflect specific requirements of the Township and shall take precedence over OPSD's. 200 Roadways 203 Rural (Paved) — Local Residential .Revision Date 100 Miscellaneous July, 2012 120 Service Location — Single Family Residential July, 2012 121 Service Location — Semi - detached Residential, July, 2012 122 Service Location — Freehold Townhouse Units July, 2012 123 Service Location — Commercial, Industrial and Multi- Residential July, 2012 124 Supports for Water Mains and Sewers Crossing New Trenches July, 2012 125 Supports for House Connections and Catch Basin Leads July, 2012 126 Sanitary Sewer Cleanouts July, 2012 200 Roadways 203 Rural (Paved) — Local Residential July, 2012 205 Rural — Residential Cul -De -Sac July, 2012 206 Rural — Temporary Turnaround — Residential July, 2012 208 Urban — Local Residential July, 2012 209 Urban — Collector Residential July, 2012 210 Urban — Major Collector — Residential and Industrial July, 2012 211 Urban — Local Industrial July, 2012 212 Urban — Residential Cul -De -Sac July, 2012 213 Urban — Industrial Cul -De -Sac July, 2012 214 Urban — Temporary Turnaround - Residential July, 2012 215 Urban - 900 Bulb Detail July, 2012 216 Heritage Street Sign July, 2012 217 Standard Street Sign July, 2012 220 100 mm diameter Subdrain Detail July, 2012 Township of Oro - Medonte Engineering Criteria Page 109 June, 2012 Page 194 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 300 Walkways, Fencing 301 Chain Link Security Fence July, 2012 302 Wood Privacy Fence July, 2012 303 Removable Bollard July, 2012 310 Concrete Sidewalk July, 2012 311 Pedestrian Walkway — Urban July, 2012 312 Pedestrian Walkway —Rural July, 2012 313 Vehicle Access / Pedestrian Walkway Gate July, 2012 320 Driveway Approach Paving for Residential Driveways July, 2012 321 Driveway Approach Paving for Commercial, Industrial and Apts. July, 2012 400 Lot Grading 401 Typical Legend for Lot Grading Plan July, 2012 402 Front Lot Drainage July, 2012 403 Rear Lot Drainage July, 2012 404 Rear Lot Drainage for Walkout or Back Split House July, 2012 405 Front Lot Drainage for Front Split House July, 2012 500 Drafting /Notes 501 Title Block July, 2012 510 General — Construction Notes July, 2012 511 Notes — Storm Sewers July, 2012 512 Notes — Sanitary Sewers July, 2012 513 Notes — Water Mains July, 2012 514 Notes — Roads July, 2012 600 Silt Control 602 Sediment Control Measure at Catchbasins and July, 2012 Catchbasin Maintenance holes 603 Construction Entrance Mat July, 2012 700 Street Lighting, Utilities 701 Joint Utility Trench and Road Crossing Sections July, 2012 702 Horizontal Type Luminaire July, 2012 703 Street Light Pedestal July, 2012 Township of Oro - Medonte Engineering Criteria Page 110 June, 2012 Page 195 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 800 Water Maim 801 Method of Insulating Water Main July, 2012 802 Hydrant Barrier July, 2012 803 Air Release Valve in Chamber July, 2012 804 Tracer Wire Arrangement at Valve Box for P,V.C. Water Mains July, 2012 805 Corrosion Protection for Tracer Wires on P.V.C. Water Mains July, 2012 810 Water Meter Installation Package July, 2012 820 Temporary Connection for Watermains July, 2012 1900 Landscaping 1101 Deciduous Tree Planting July, 2012 1102 Coniferous Tree Planting July, 2012 1103 Shrub Planting July, 2012 1110 Standard Park Sign July, 2012 Township of Oro - Medonte Engineering Criteria Page 111 June, 2012 Page 196 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... P/L E N NO, REMSION APWD T DATE TOWNSHIP OF OR — MEDONT DRAWN: z Scat: NTS SERVICE LOCATION SINGLE FAMILY RESIDENTIAL ���� �V�. � IQ Page 197 of 366 w U U N S FINISHED GRACE 31 1 2.5m mE. N N Mm E 0.5 MIN. N 600mm MIN SECTION A--A NOTES: SCALE: NTS L SERVICE TO EXTEND 1,5m INSICE PROPERTY LINE, 2. UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM S12C FOR STORM DRAIN CONNECTION SHALL BE 150mO OF 2X FROM THE STORM SEWER TO SHE 6UILOING ENVELOPE, INSTALLED AT A MINIMUM GRADE 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.0m i, SHUT -OFF VALVES TO BE PLACED ON PROPERTY UNE. BELOW FINISHED (MADE AT LOTS. S, ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERMSE SPECIFIED. N NO, REMSION APWD T DATE TOWNSHIP OF OR — MEDONT DRAWN: z Scat: NTS SERVICE LOCATION SINGLE FAMILY RESIDENTIAL ���� �V�. � IQ Page 197 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... C {LL C SEMI - TACH£D C/L SEMIACHED L E' IT LOT Lr T . E E I uF5 Ic�o, gE E w { F I r� i I IVi � � UI WF i__u_ IA Yv!H A A A f ; P/LI ; ( ALVE O FF 'VALVE OFF -- (I 2.6m I 15m - - - -- t * -BROAD HYD SEMI -- ETACHED w i L T N 1 1 FINISHED GRADE i� 5� � 2.m 1 N o 0.5 MIN. _ 600rnni MyN /, NQTES: SECTION A —A SCALE: NTS 1. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. P- UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. S. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125m6 INSTALLED AT A MINIMUM GRADE OF 2% FROM 7HE SANITARY SEWER TO THE BUILDING ENVELOPE. P.V.C. PIPE TO BE YAIITE. 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.Om BELOW FINISHED GRADE AT LOTS. 5. SHUT -OFF VALVES TO HE PLACED ON PROPERTY UNE. 6. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. NO. REVISION AFR'D DATE TOWNSHIP OF ORO— MEDONTE DR11'11: scALE, N °s SERVICE LOCATION SEMI DETACHED RESIDENTIAL STD. No. Page 198 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TOWNHOUSE UNIT I! - - - -_ E EiE1 a M '0 0 4 0 0 l01 O I 1 7 3 d gIt3I O� za E PA E 'A' UR to 4 DETAIL I TOWNHOUSE I TOWNHOUSE TOWNHOUSE UNIT , UNIT I z' � I I I (LE bolo ow L 0( E I a1 w fl^ I �)•i I SEE �ETI L 'C' DETAIL ,B, SEE DETAIL 'A'-/ A. If I j ! 11 .A. " --SEE DETAEL 'B' Ll iii _.-- ~— °----- - - - - -� �-- L war�a a� -- - - - - -_ Wv E PA E E � N E ° E c w ` I rn I FINISHED GRADE I w f w 0, w II U 3 � 2.5rn n mE N N ci M 3 vi 3 0.5 MIN. I ! I I i 600mm MIN I , I ZtSI 2sm SECTION A —A PiL --- -- SCALE: NTS S T I I� fVO�._ TC DETAIL 'C' I. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. SCALE; NTS 2. UNDER NO CIRCUMSTANCE SHAD. SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mmO INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. P.V,C, PIPE TO BE F57IITE. L ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM I.Om BELOW FINISHED GRADE AT LOTS. >. SHUT-OFF VALVES TO BE PLACED ON PROPERTY LINE. . ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. NO. REVISION APR'D I DATE TOWNSHIP �� �� °� ®Odi9 DRASWN: SCALE. NCTS SERVICE LOCATION FREEHOLD TOWNHOUSE UNITS STD. boo I 2. 7 Page 199 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... VALVE RESTRAINED BY ANCHOR I OR RESTRAING RODS TO WATER h VALVE LOCATION FOR WATER LESS THAN 50mm VALVE RESTRAINED BY ANCHOR TEE OR RESTRAINO RODS TO WATER MAIN SHORT SI ®E CoN11I 4 1 i m HHOLES ANTED OF LOT WATER SERVICE TO 50mm ®ItlV SIDS cONNEi, ION NOTE: 1. SERVICE LOCATIONS TO BE CONFIRMED WITH ORILLIA PUBLIC WORKS. NR. REVISION I APR'D I DATE TOWNSHIP OF ORmod ®9V1E ®o 8°tlTE APR`D: — DATE:� DRAWN: SCALE: NTS SERVICE LOCATION ® COMMERCIALS p INDUSTRIAL AND MULTI — RESIDENTIAL �T�° ��� P 23 Page 200 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... OF TRENCH SAND 300 U UNSHRINKABLE FILL t3 w OFAD ADEQUATE P' —11 f- GROUND HANTEMPOP GEF EXIS7IN! OR WA7 NEW SEWER OR WATER MAIN CH EEARANCE ORFATER THAN 1200 WAD OF OF ADEQUATE 51E BEAM � EQU ATE SI ZE GROUND ELEVATION ' TEMPORARY NOT REMNDVE HANGERS i ! HANGER UTIL 9ACKFILLING OPERATIONS REACH EXISTING SEWER i i THIS POINT i SAND I �- OR WATER MAIN i rry - O 2 yy� Uq a a LIMMESTONNE C�PHG�IEO TO 9519 PROCTOR DENSITY OA. + 600 + H - -- NEW SEWER OR WATER MAIN --�' I SECTION LONGITUDINAL SECTION NOTES: �LEARAN E N ®T GREAT R TEAK 1200 2, ALL DIMENSIONS ARE ND MILLIMETRES UN SSNOTHERWISELSPECIFIED. NN REVISION APR'D DATE TOWNSHIP OE �- I�iIED ®F'tlTE DRAWN: ---- SCALE: NOS SUPPORTS FOR WATER MAINS AND �I SEDERS GROSSING NEW TRENCHES STD. No. (2`i' Page 201 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... HOUSE CONNECTION OR CATCHBASIN LEAD NOTE. BEARING LEDGES TO BE HAND DUG 0.91m MIN. BEARING—/ J TRENGH WIDTH NOT .31m MIN' 13EARING TO EXCEED 3.OSm SEE NOTE REINFORCED CONCRETE SLAB SEE DETAIL BELOW x 200mm PUNCHEONS PIPE wmuv VINLCTED BY THE ENGINEER. 0.10 WIDTH OF TRENCH + 1.83m MINIMUM ° — — � 0_0. i• I SOmm z 20MPa CONCRETE 3 -20mma BARS MINIMUM COVER 50mm 15mm6 wow, O.C. MIN. COVER 40mm BE IM'T �� M To REINFORCED CONCRETE 5UPPORT FOR HOUSE CONNECTIONS AND CATCHHASIN LEADS WHEN WIDTH OF TRENCH EXCEEDS 1.52m BUT LESS TIJ W 3.Q5m NOTE; WHEN WIO7H OF TRENCH EXCEEDS 3.05m METHOD Off' SUPPORTING HOUSE CONNECTIONS AND CATCHBASIN LEADS WILL BE AS DIRECTED BY THE ENGINEER. HOUSE CONNECTION CATCHBASIN LEAD SHIMS NAILED IN PLACE ILL WIDTH OF 200mm x 2 Tm O.D. AT /I \\ TIMBER ON L BEDDING SUPPORT FOR CONN CTION CR054ING TREN_QLf WHEN WIDTH OF TRENCH IS LESS THAN 1.52m N Q TES. I .WHERE HOUSE CONNECTIONS OR CATGHBASIN LEADS CROSS A SEWER TRENCH, THEY MIL BE SUPPORTED ON A NEW 20mm x 200mm TIMBER WHICH HAS A MINIMUM BEARING RI D.91M AS EACH M ON UNDISTURBED GROUND. CONNECTION MUST BE PROPERLY SHIMMED OR BEDDED ON 20MPa CONCRETE FILL TO SPRIN;L(NE AS PEP. DETAILS. ?. TO BE USED WHEN INSTALLING SEWER OR WATERMAIN ON EXISTING R.O.W. I. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS. '. FOR ALL CROSSING OF GAS MAINS, CONTRACTOR TO CONTACT GAS COMPANY FOR LOCAIES AND INSPECTIONS. NO. ! REVISION APR'D DATE TOWNSHIP F ORO— MEDONTE DRAWN: SCALE: NT52 SUPPORTS FOR HOUSE CONNECTI ONS --�� AND CATCH BASIN LEADS STD, No. Page 202 of 366 2 3. 4. 5. 8. 7. 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... SURFACE CLEANOUT PIPE 1 { f Q PLAN � 162 LAR 'A,' RUBBER GASKET GALVANIZEO cv OR BRASS a PROFILE DETAIL PROFILE RUNNING CLEANOUT 4.- S: ALL FITTINGS TO BE APPROVED CAST IRON OR EQUIVALENT. WHEN CLEANOUT IS LOCATED IN A DRIVEWAY A BRASS CAP 6S REQUIRED. CONCRETE CRADLE SHALL NOT BE USED FOR P.V.C. PIPE. SANI7ARY SEWER CLEANOUTS SHALL BE PLACED WHERE LATERAL SERYiCES EXCEED 30m IN LENGTH WITHIN THE PUBLIC R.O.W. 3.0 METERS FROM THE BUILDING ENVELOPE, WHERE PARTIAL BASEMENTS ARE CONSTRUCTED FOR DEVSLOPMENT PROJECTS, CLEANOUiS SHALL. BE PLACED CLEANOUTS SHALL NOT BE PLACED IN REGISTERED EASEMENTS. ALL DIMENSIONS ARE IN MILLIMETERS EXCEPT WHERE NOTED, d REVISION APWD DAM ;w NOTE 2) T�d�Il7UVSHIP OF ORO— 017 9�O8� 9 APR'D: -�� -DAM a DRAWN: SCALE: NTS _SANITARY SEWER CLEANOUTS STD, No. Page 203 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 204 of 366 0� CO a rr� "s iIl � Z Y j 3NIl J1a3dONd ° Q w 1SV3 NO 188 m f _- �WL'L E wiT z LUII W m EJi ` z ¢ o h pa E° �¢m 0 - F wz r Q 'NIN_ �¢ C �$ Q O Z tp� W �e L 6 O "Qa.J w � � � Ld G7 a M zz0O �o ® �w v EE EE a w gE �3Q& ' VD) O O �n w ¢ Z_ O �' V J � ¢J Lai U Z 5:W F� x' o �¢¢ `E m �w I �i! J Zo 22 ¢ V) >C�� o ¢z �malwVl ZV N ZJ¢ ° a = n o W v m w a 8 Q a0 U-W.¢i OR �� m ¢ pera, U05,zu 6 d WQm j Na NW ZJ°¢ ° L"Li f m E 72 U0j ¢ z`,z n zgz z q � ° ° Ui 0: 9 w ro- o m m W -J 9 w 0 J 1 g -!j AxOI Paz y ce Z 00: 0a WJ�JZ mod°. s. �° Er �a W <<O W W O O E O �I�UFOVI �i U r 3NII JJ.M3dOdd z � 0� 7 a o a 1S3M ?10 Hif10S ¢ g o �`�W 0 W� W z ¢o p cn �Wy/72?r og Q¢�'Q ¢� Z e= CV f j 4 6 tp Page 204 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... warsj E V ©TES. Y. DETAIL OF GRADING OF BULB AREAS OF CUL -DE -SAC TO BE SHOWN ON PROFILE DRARWNGS. 2. CUL-DE-SAC SAC DRAINAGE TO BE DIRECTED TOWARDS THE BEGINNING OF THE BULB, MINIMUM DITCH GRADE TO BE 2X 3. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. if NU• I REVISION I APR'b C}ATE TOWNSHIP OF ORO— MEDONTE f APR'D: I DATE: NT1 DRAWN: SCALE: NTS RESIDENTIAL CUL—DE —SAC 2 -Am ROAD ALLOWANCE STD. No. ASPHALT SURFACE 0 4 Page 205 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 10.0m X 15.0m EASEMENT Ir ji - '0 8.0 40 � fk –_ STREET UNE I F IF an �� SHOULDER N� EDGE OF AS ALTp�b 9.0 0 " °• O ROAD a F DEAD END 912 -832 OE i. .�,_ _. PER OPSO 912.532 EDGE OF ASPHALT SHOULDER ®® /— 0.8 RESEKVE 'n F TCH' i� L ------ �1�_l 4euINE iIF F li i I'It F WIT OF F ! SUBDIVISION F IIII F OR PHASE ,F �F i I 3 Fi 1 1 I� NO I ES. 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. NO, I REVISION APR`D DATE TOWNSHIP OF RO - MEDONTE DRAWN: SCALE: ��Z TEMPORARY TURNAROUND ��� .—_ -- RESIDENTIAL — R� ST N ®o Page 206 of 366 O O 10c) Report No. TES2013-1 1, Jerry Ball, Director of Trani.. CI! 3NII AiOdOUd I573 80 HI-60N LU <1 0 '0 < , a V) IU { . 071- ` U) 'v z V) o d r CL Z z 121 L uj §' a, 2 Om (X 0 0 L'i Cr' EEE� < (L (A E E uj v) F- < < < 0 W LLL LU Lj W to to < 09 U) < Q z °Z z LU t- I- n V, R S 0-'- % < I- Lj Cr 0 a- C'4 9 -, -T 000 z < z 0 z U L'i < E Ln w < CO 2! < od �m Z< - . 0 to 0 0- C) ;z Z- S2 Zjl u 9: ui 0 re le WVL '0 <Cn it w MW ULM zo '0 00 j fa� W Z< r- r, '*0 N 0 99�25z'-< LI 0-6 L" '0'� '. 0 , m > y A Z-j z -LU Z 07-- V)< I U83d0Ud IS w winos Wz-< < zs-; < UO - , z � 10 - - U5 < W�- Uj C, 0 m Z 5 US U, w 2 Q. 0 �zw s < < ZI -: 14 Page 207 of 366 O O • 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... A1d3d02id 1Sd3 aQ Wi4f@id• m¢ W o (1) � 0 s �' fin N Q Cj (n Z uj ¢ Jd II W> NI CV zm W¢ m t - V .. 1 p 7° Z w� om u C° ¢ Q Ld Ld 0 O Z 00 a „.. f-- LLJ W Jj6m aQ� af _w O F- W W aaJQ ° CA W ri U L� a Id EEEEL HAIR, _ ¢O c W F ® o QJq .- E l t I � J � W < F O QS ® � wV) ty U ¢ W z wl/-�� .e..I Q `QoE d ® c vWi U05 �jb7� �_ (j U) h 0 < ¢� 0 i� C C] Oz 4WQQ z L O Q Q Q i. ZOO N ¢2\ ti JUT W O O¢� Q a OZR :2 C) LLI In _� nmZ U w O O 4 z� J 0 Is A WZ< WOZ O fY >" �( �(.9Z nomad w-Fd81¢Q¢ C � °O Sox 07 _ O O -t (- W CL' O W U Q WV z +� wVta4QV, ¢ O �WQ p W Z�O�ZUtn Z Z4 W N ¢ O • .. }Qm s >J W(1 2Z¢ --d Z2,< W �� r- o W C7 W p o tk� o N I.L OW zZ?U7Q�Z 3dO2ld IS 3M ab HILAA �m W ¢ ¢ a J 1 w irL2) i Z Q � ¢WS UO W d' Wj (U t- W m ¢ W 0 5: n z O ng�wWzW ui Ij(1) Q in: W ® 4 a'Ow� Page 208 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 209 of 366 N O 12 N Z 3NIl AlOdOW 1SV3 210 H18ON O O i L o M O� 1 �z N Um Q w U ° 6 n LO z 'n W Om � � t7 � ^ Q ❑ N / J 0 dM 4 IL r ZJ x J QQQ�� Q� 0- a. A� �' Q a O 0 flW < F' W QQQZZ m �' aW r W uj Q¢ -i -j -� V' V'° ���' !L E�EEE '` nf - -,Cn b` ) 000 N a`z p o rr o O W w ® �QQ~ �� 0 on- LL aE Q V � < o J �O to 5: w O fn � O [�N Ui , j W O N !dJ U O Q Ld ppm Fd 8 O O O Qr� J 00 Z W,..t. ' p � UZgcD p W¢4 ¢2 0 ah ��� �O~O N b� M N� OTL ZZ J Q �v z z:)Q w o cn<Fac�� r a �i'i �' 3 0 = aa.. OE O X O W ..a tl m vi, Q J 2 Q F � w p0 wQ�00 =¢ va W U��QOa �OOwzGw z O q< y= pi, O W o o i z en a W ~r E__� _ x W < W O W Z O 'x°aQ a r+j > Zd Z Q Z (/3 Q 0 2 O CC rU Av W `ZQOO -J�t� h 'U � U Z OW Q = U O2 Z WQQ i OOOr - O 3NI-I .i183dONd 133M UO H1fi0S z MR°wv�wm w c�5UZ 0 oU,v�,vr < f7 uj ® 0 Q<LQ Q031- td Page 209 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... } Z c� r � o z a v � 4 � Page 210 of 366 9 z aQ a o (� H z z 0 v w X � 0 w Ua a 0; O CL u, ®Q� �U {�_ a9 N� p QQ � Q �m W r Z F Q Qz'd o z a U. _j< LJ o zc>�a Op z U W;= 0T °Q - W d J73 I � TZ�3 Z p � OQ04.O� W FW Lj O �Zp d zp�2' CJZJJE 4. Q Lim Q Q TW 4 Q OX 0 wL a New, o- M Faznz a < o° F5 F 5 m>VOUOo 2 pgop Ln 2 W QVO W Q ZZQO Q ZwUO�a Z OO�7t,� EU in Z a�5'— 0 f1) 7�ww W 3 'u LL Q:IQQO�1�5 ZI T of Ni 4 ui Page 210 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... PPOP�7PTV I INC N OTES: 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN 2. MINIMUM GUTTER GRADE 0.75% NO. I REVISION I APR'D DATE TOWN OF COLLINGWOOD INDUSTRIAL CUL —DE —SAC APR'D: EDH DRAWN: STD. No. m 0 li DATE: JAN SCALE: ­N TS 211 of 366 a �i 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NQIES. 1• ALL DIMENSIONS ARE IN METRES UNLESS 0714ERWRSE SHOWN. 2 GUTTER TO BE DETAILED ON ENGINEERING DRAWINGS. MINIMUM GRADE TO BE 196. 3. 'THE LOCATION OF SIDEWALK TO BE DETAILED ON THE ENGINEERING DRAWINGS. 4. ALL CURB RADII ARE TO FACE OF CURBS, NO. REVISION APwD7 DATE APR'D: AE: "P TO"1—tlP OF Rs V�D���E DRAWN: SCALE: NTS TEMPORARY ° 0.9841 STD. No. Zi 2 TURNAROUND — RESIDENTIAL :ACE a Page 212 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 213 of 366 N aF z LU w } o� ¢ Ld U 9 Z x W ZZ S' Ci J d ¢ ¢ Q y m p A, p nA —u C9 z O N J Q U N _I U CC) ac Z is O � J @1 ¢ z Cf < C; z C) �V) (n ¢ � w U CL N _i w Z b 2 'n a- ¢C) d O l�x! I ZF OZQ Ck: Z Zva'� 0 O O LZ <O? LO F^ GaQ¢� N -N M Q O M u � a Q o. sfiO v, 5 �Z. zz R_30.25 Page 213 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... ACORN: CAST ALUMINUM THREADEO INSIDE 5/8° POWDER COATED SEMI�-GLOSS BLACK W6' STAINLESS STEEL. SE7• W PFN, MOUNTED VANDAL PROOF SET SCREWS FRAMES: 32° WOE WITH WIDE TOP & WIDE BOTTOM J 3 4" THICK, SPOT C/W WELDE PLATE SEPARATOR CLIPS. SEMI —GLOSS BLACK POWDER COATED ON 1:3 ga, SATIN COAT STEEL STAINLESS MOUNTING SCREWS LP A TE,5: —/ 0,84 ALUMINUM WITH EMBOSSED RIDGE FOR STRENGTH 32" WIDE x 9 —i /2° HEIGHT. PAINTED SEMI GLOSS ANTIQUE BLUE, MAROON &H GREEN POWDER COATED. WHITE ENG —GRADE REFLECTIVE TEX7ING IN BOOK AN71OUA TYPESTYLE, SUFFIX, PREFIX 3 -1/2' UC STREET NAME MARY ST. GDEN ST, N CAST IRON BASE U RI TxTHREADEDD5p/ aeS" ON MILD TOP i -1 /2" TO ACCEPT ACORN. STAINLESS STEEL PIN MOUNTED, VANDAL PROOF SET SCREWS. POWDER COATED BASE ONLY SEMI GLOSS BLACK. 2 -7/6" OD STRUCTURA .STEEL POST ROUND 0.125 WALL, POWDER COATED SEMI —GLOSS BLACK (GALVANIZED) HOT DIP GALVANIZED SURFACE TO BE PREPARED TO ACCEPT POWDER COATING. CONCRETE 9ACKFILL � 4 NOTES 1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. ALL SIGNS SUPPLIED BY PATHWAY PRODUCT INC. OR APPROVED EQUIVALENT N0. REVISION APW DATE TOWNSHIP OF ORO-9btlEDO NTE DRAWN: SCALE: NTS HERITAGE STREET SIGN STD. No. ?-It Page 214 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... RURAL MIN 1.5m MIN-1. 5—m MAX 15m MAX 15m STREET NAME' 2.0- 4 -.Om' I 2.0 -4.0m 6m"' A MIN 1.5m MAX 15mm MI IMUM 1.5m MAXIMUM 15m STREET NAME ' I (PREFERABLY NOT 2.0 -4.Om _. EXCCEDING 4.5m ) 2m MAXIMUM STOP SIGN STOP (0 Q _u E o � 2.0 TO 4jOt-n a 10- Tr, iti c, L,)r g., k — aLWSI EWALK MI N @, G2 STOP STREET SIGN MAI ' ST 8 STREET NAME SIGN E GALV. STEEL POST 3.6 m LONG UNIFLANGE TYPE E ; a 1. ALL REGULATORY SIGNS SHALL BE ON ALUMINUM BLANKS WTH NI- INTENSITY BACKGROUND AND LEGEND IN ACCORDANCE WITH CURRENT MANUAL OF UNIFORM TRAMC CONTROL OEMCES (MUTCD) AND HIGHWAY TRAFFIC ACT, 2. ALL SIGNS ARE TO BE MOUNTED ON UNIFLAOE TYPE GALVANIZED STEEL POST WITH DIRECT EMBEDDED OR BREAKAWAY BASE TYPE INSTALLATIONS. 3. STREET NAME SIGNS MATERIAL TO BE 160mm HIGH EXTRUDED ALUMINUM BLADES. STREET SIGNS TO BE MOUNTED ON SEPARATE POST IN QUADRANT OTHER THAN STOP SIGN, NO, REVISION APR`D I DATE TOWNSHIP OF ORO— MEDONTE DRAWN: STANDARD STREET NAME AND REGULATORY SIGNS STD. No, DATE: 2012 SCALE; NTS OIL 7-17 Page 215 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... FINISHED ROAD SURFACE 1 TYPE 'A' CONC. CURB 300 150 NOTES: 1. ALL CONNECTIONS TO BE MADE ON THE UPSTREAM SIDE OF ALL CATCH BASINS. MORTARED INSIDE AND OUTSIDE. 2. SUBDRAINS TO BE PLUGGED AT THE HIGH END WITH A MANUFACTURED PLUG. 3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE. 4. OPTION 'B' : THE SUBDRAIN TRENCH SHALL BE LINED WITH CLASS II NON -WOVEN GEOTEXTILE WITH AN F.O.S. OF 15 -150 um AND A MINIMUM FILTER MATERIAL \ .+ _ 100mm 0 CORRUGATED j SLOTTED P.E. PLASTIC PIPE WITH FACTORY I 150 INSTALLED FILTER FABRIC 300 THICKNESS OF Imm. GEOTEXTILE OVERLAPPED MINIMUM 100mm GRANULAR ; SUB - BASE -��: COURSE 4'100', A min.. _ .. TYPE 'B' GEOTEXTI LE 19mm CLEAR STONE 100mm 0 CORRUGATED- SLOTTED P.E, PLASTIC PIPE WITH FACTORY INSTALLED FILTER FABRIC N0. I REVISION APR'D DATE TOWN OF COLLINGWOOD 100mm0 SUBDPAIN DETAIL APR'D: EDH DRAWN: STD. No 150 300 DATE: JAN SCAL imll IWAU N 300 Page 216 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 3-Cm BRACE PANEL 3.Om MAXIMUM 90mm O.D. END OR KNUCKLED TOP EDGE CORNER POST FASTENERS 460mm C -C 50.Omm 0.. PIPE RAIL 0 m EL ETCH Smmx201nm 60mrp O.D. K XXX o a w 0 � (38mm) WIRE MESH �9 GAUGE GALVANIZED V) 40.Omm 0_ BRACE I RSiRL7'C ER. BAR EtA1�0$, - 30pmm C. FASTENS S 350mm C.C. STF,EL, 3mmx2Drtim MINIMUM SINGLE ALUMINUQ - 5mmx20mm f}IIVIMUM STRAN 6 I.W. ff E E ti KNUCKLED BOTTOM EDGE ° 40mm 20 MPo. CONCRETE 150mm CLEARANCE IN SONG TUBE 150mm 250mm TOP OF FOOTINGS TO BE 300mm SLOPED AT 85mm /m DROP TURNBUCKLE 20 MPo. CONCRETE IN SONO 'TUBE NOTES: 1. LENGTH OF POSTS ME T?9�ION ESTAI 2.36m 2.65m 2. FASTENERS — 6 LW.G. GALVANIZED STEEL OR ALUMINUM MARE, 3. ALL POSTS, PIPE RAILS AND FASTENERS TO BE GALVANIZED, 4, BRACE RAILS TO BE ELIMINATED ON 1.20m HIGH FENCE, 5. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS. 6. FENCE FABRIC SHALL BE TYPE 1 STEEL FABRIC 3.0mm DIA. STEEL WIRE, S7'11.S 3 LIGHT STEEL WIRE, GALVANIZED BEFORE WEAVING, 7. FENCING REQUIREMENTS FOR PUBLIC WALKWAYS ARE TO BE RANGE FROM 1,2m TO 1.8m. A FENCE HEIGHT OF 1.2m IS TO BE SPECIFIED BETWEEN STRFETLINE AND THE FRONT OF 114E DWELLING. FENCING HSIGHTS BEYOND THE FRONT OF THE DWELLING ARE TO 1,8m. NO. REVISION APRND DATE TOWIYS1 -OB(m OF OO®MEDOQ 1 AP 'D: DATE: 2092 DRAWN; SCALE: NTS CHAIN LINK SECURITY FENCE STD. No. 301 Page 217 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... O a° v " 0 XN �� ►fi��t ra�r��rrr .�rrr��r�VeNrr�ur�r���+� vA OPEN ,. .. :a. 15Dmm 100mm i x S OVERLAPPED 50mm� 4 C/L OF 100mm x 100mm 100mm 100 1D0 1 ` x 150mm SIATES TO BE 1 TO BE OVERLAPPED 25mm x 150mm ABOVE ' SHOWN IN DASHED SECTION B —B NOTES: SECTION A —A I. USE CONSTRUCTION GRACE CEDAR OR PRESSURE TREATED. DO NOT USE SPRUCE OR HEMLOCK. 2. USE APPROVED WOOD STAIN. 3. USE STEEL ZINC COATED TWISTED NAILS No. 11 GUAGE 64mm x 76mm. 4. FOR FENCE: "am OR HIGHER 50mm x 50mm MUST BE USED AS SHOWN IN SECTION A —A. 5. USE GALVANIZED FENCE BRACKETS. S. FOR WALKWAYS THE FENCE HEIGHT SHOULD BE T.Om HIGH BETWEEN STREETUNE AND FRONT WALL OF DWELLINGS ON ADJACENT LOTS AND 1.8m FOR THE REMAINDER. 7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED, N0. REVISION APWD DATE TOWNSHIP OF ®RO —MEDON N E APR' ©: � DRAWN: 7I)ATE'--2012 NTS WOOD PRIVACY FENCE STD, No, 0Z Page 218 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 219 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... SAW C $OD JNE E �R ®Btl6�D�U�T� 0 u. E—DA—TE—E2-011 TS 1.SOm 1.80m SIDEWWALK STD. CONTRACTION—\\ B Gm JOINT ;UT o h H A SAV PLAN Al —EW _. 30mi1.NORVAL 180rnm Aq'DI21VEWQS ' L0NGITQQ1NAL aEgTlQ_N 130 mm SAW CUT 130mm OR _b 1.5mtg 160mm SEt_r!QN -- -Q -SAW- CUT JOIE DETAIL 130mm 5mm a, .14 130mm OR 180mm c SECT1t�N A cCi1VTPACTIt�N Ji �li�T UMIL 6mm ROUND SEE NOTE a--/ •,••• rri�r ii iii COMPACTED SUBGRAOE TO 9595 MINIMUM IGDmm GRANUEAR 'A' COMPACTED STANOAfiD PROCTOR DENSITY 100% STANDARD PROCTOR DENSITY BC7ULEVA�Q SFcT1 ®N NOTES. 1. CONCRETE TO BE 25 MPa, 5 -79: AIR ENTRAINMENT WITH 2Omm MAXIMUM AGGREGATE SIZE. 2. FOR COMMERCIAL, INDUSTRIAL AND APARTMENT DRIVEWAYS, SIDEWALK TO BE REINFORCED WITH 152mm x 152mm MW 18.7 METRIC WELDED WARE MESH. 3. SAW CUT JOINTS ARE ALSO REQUIRED WHERE SIDEWALK ABUTS OTHER CONCRETE STRUCTURES, WALKS, CURBS, UTILITY POLES, HYDRANTS, MANHOLES AND AT CERTAIN LOCATIONS AT DISCRETION OF THE CITY OF ORILUA. 4. CONTRACTION JOINTS TO BE FORMED AFTER THE CONCRETE HAS RECEIVED ITS INITIAL SET. 5, ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. N.Q. ( REVISION APR'D DATE CUT T tl6'lVIS � �� �R ®Btl6�D�U�T� APMD. DRA u. E—DA—TE—E2-011 TS CONCRETE SIDEWWALK STD. Noe 3 iQ Page 220 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 1.2m TO 1.8m FENCE 150mm - 30 150mm NOTES: PLAN AND SOD TOPSOIL 1. ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. 2. SECURITY CONCRETE W G OF WALKWAYS TT Be PR01,350. , DESIGN OF LIGHTING WILL BE SUBJECT TO APPROVAL BY THE CITY OF ORILLIA. 3. ALL CONCRETE WORK TO CONFORM TO OPSS -7350. 4, MAXIMUM SAW CUT JOINT SPACING TO BE 4.5m, 5, CONCRETE POST FOOTINGS TO BE SEPARATE FROM CURB. S. THIS DETAIL MAY BE USED FOR OVERLAND FLOW ROUTE. NO. _I REVISION APR'D DATE �SVJtlg1S�N� �� �R��9l�ND�N 6 E DRAWN; SCALE: NTS2 PEDESTRIAN WALKWAY ST N®. 2) ( 1 Page 221 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 222 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... LOT LINE LOT I LINE NOTES: 1. 200mm GRANULAR 'B' COMPACTED TO 700% S.P.D. TO BE PROVIDED ONLY WrgEN MAINTENANCE OR EMERGENCY VEHICLE ACCESS. 2. 70Dmm GATE SLEEVE RESTS ON 75mm8 GALVANM pOST. 3. ADD SPURS (LAOS) TO BOTH GALVANIZED POLES TO PREVENT THE TUBING FROM TURNING IN THE CONCRETE FOOTING. 4. FOR 6-Om EMERGENCY ACCESS / WALKWAY TWO (2) STANDARD DOLLARD GATES ARE REQUIRED. S. ALL SWING GATES TO BE INSTALLED ON RIGHT- -HAND SIDE AT ENTRY AND AT LEAST 2500mm IN FROM SIDEWALK EDGE OR 6000rrmm IN FROM COPS EDGE. 6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFlED_ NO. REVISION APR'D DATE AR 'B' LAYER iTE 1. TOWNSHIP OF RO— MEDON`'E DRAWN: SCAiE: N,� `VEHICLE ACCESS f PEDESTRIAN WALKWAY GATE STD. No. 313 Page 223 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... u 0 Z 0 F U 41 a O IAN 2% MINIMUM 2% MINIMUM -- 5% MAXIMUM i 6% MAXIMUM MINIMUM 50mm HL3 ASPHALT UMIT OF MINIMUM 150mrn GRANULAR 'A' APPROACH PAVING COMPACTED SUBGRAOE d TYPICAL SECTION ON STREETS WITHOUT SIDEWALKS 2% MINIMUM' 2Y' MINIMUM 2% MINIMUM - Fix _MAXLMUM b 2� 5% MAXIMUM1.6% MAXIMUM MINIMUM 50mm HI-3 ASPHALT ---� MINIMUM 150mm GRANUi1Ji 'A' UMIT OF COMPACTED SUBGWE APPROACH PAVING TYPICAL SECTION ON STREETS WITH SIDEWALKS NQTES: L. ALL DIMENSIONS ARE IN MILUMETERS OR METERS UNLESS OTHERMSE SPECIFIED. N0. REVISION I APR'€} GATE TOWNSHIP OF ORO— MEDONTE DRAWN: SCALE: NOTS DRIVEWAY APPROACH PAVING FOR FOR RESIDENTIAL DRIVEWAYS Page 224 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Saw CUT JOINT M CONTRACTION I JO NT SAW CUT JOINT f E I o jof a x z g SAW CUT o 0 JOINT m I; �m U 4 ... CUT JOINT SAW CUT JOINT PLAN AN EXISTING SIDEWALK OF LESS iHAN 7BOmm THICKNESS ACROSS THE PROPOSED I" OAY I$ TO BE REMOVED AND REPL.ACEO Wf1T1 A 780mm TRICK SIOEIVALK. NEW SIDEWALK TO BE REINFORCED WITH 15Dmm z 150mm 8/6 WELEDED WIRE MESH. LIMITS OF APPROACH PAVING 2% MINIMUM — 2% MAXIMUM z - HEAVY INDUCragt,MM�RCIAL LOHT INDUSfRIA! er mw 40mm HL3 ASPHALT SURFACE COURSE 40mm HL3 ASPHALT SURFACE COURSE 75mm HL8 ASPHALT BASE COURSE 50mm HLB ASPHALT BASE COURSE 150mm GRANULAR 'A' 150mm GRANULAR 'A' 300mm GRANULAR 'B' 225mm GRANULAR 'B' SECTION ON STREETS WWITHOUI SIDEWALK CONCRETE SIDEWALK E WIRE MESH E LIMITS OF APP5ROACH PAVING, REINFORCING _ � MAXIM 2R j HEAVY INDUSTRIAI pC 40mm HL3 ASPHALT SURFACE COURSE �n 75mm HL8 ASPHALT BASE COURSE COMMERCIAL. LIGHT INtl TRL I Ao k- 150mm GRANULAR 'A' 5EE DRNEWAY DESIGN AB04E 300mm GRANULAR 'B' SECTION ON STREETS NOTES: WITH SIDEWALK 1. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED, NO REVISION APR'D GATE TOWNSHIP OF OR ®'®IV9E0 ®N B APR'D: DATE: 2012 DRAWN: SCALE: NO'S DRIVEWAY APPROACH PAVING COMMERCIAL, INDUSTRIAL AND APARTMENTS STD, Noe 32J Page 225 of 366 0 u !il � d 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... SIDEWALK LINE SINGLE (4.0m) DOUBLE (6.0m) MAXIMUM 9.0m 0.5m I I * * I I 0.5m BLVD. (NOTE 1) CONCRETE CURB 10.Om MAX. I * 0.5m MIN., 1.5m MAX. —� FOR COMMERCIAL OR DEPRESSED CURB PLAN INDUSTRIAL ENTRANCES ELEVATION DRIVEWAY LOCATION CORNER LOT z O 0 CORNER LOT LOCATIONS NOTES: 1. DRIVEWAY SHALL NOT BE MORE THAN 50% OF LOT FRONTAGE. 2. CROSSFALL OF SIDEWALK 2.0% UNLESS OTHERWISE APPROVED. 3. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN, N0, REVISION APR'D DATE TOWNSHIP pp �y q'� APR`D: pATEy;� 6 OWNSHIP OF ORO— MEOONTE DRAWN: SCALE: NTS DRIVEWAY APPROACH PAVING STD, N�, I-) COMMERCIAL, INDUSTRIAL AND APARTMENTS Page 226 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... PROPOSED ELEVATION TYPICA� 3 � REAR LOT DRAINAGE SWALE (IF APPLICABLE) m — - EXISTING a; — �NOTE O 'a2.ao ELEVATION (TYPICAL} REAR LOT DRAINAGE SWALE (ALT,) — SEE 10 1 LOT NUMBER �INp 2 I Holz a00 DIRECTION OF REAR LOT DRAINAGE o I� o Q ' SPECIFIED REAR LOT GRADE o �z w w a / y�y N y (F APPLCABLE in v 0 d I - . 283.20 �0 x2ary FOUNDATION $ SPECIFIED UNDERSIDE OF FOOTING ELEVAT111 - WALL I BREAK POINT (ALL LOCATIONS) 2g� ELEVATION EXISTING CONTOUR SPECIFIED SET -BACK "- SPECIFIED LOT GRADE SPECIFIED I I SET -BACK I 01 INDICATE APPROPRIATE o GRADING STANDARD i3 w -- 2830 ZBO�- CONCRETE SIDEWALK CENTERLINE OF ROAD ELEVATION OPPOSITE ALL LOT LINES AND DRIVEWAY LOCATION 0 a0 1. ALL CATCHBASIN LOCATIONS MUST BE SHOWN ON GRADING PLAN. 2, ALL EASEMENTS MUST BE SHOWN ON GRADING PLAN.. 3. PROVIDE MAIN FLOOR AND BASEMENT ELEVATIONS, 4, SPECIFY PROPOSED GRADES ON SWALES. 5, IDENTIFY PROPOSED LOCATION AND DIMENSION OF SEPTIC TILE BED AND RESERVE BED AREA (WHERE REQUIRED), 6. PROVIDE REGISTERED PLAN NUMBER, 7. MAXIMUM DRIVEWAY GRADE TO BE 67.. 8. SHOW SERVICE LATERAL INVERT ELEVATION AT STREET LINE AND CURB STOP LOCATION (WHEN APPLICABLE) 9. SHOW ALL UTILITY INSTALLATIONS IN BOULEVARD. 10. DRAINAGE SWALES TO BE ON PROPERTY LINE SET SWALE ENTIRELY WITHIN LOT IF ABUTTING PROPERTY NOT UNDERGOING DEVELOPMENT. NO. REVISION fi.PR'D BATE TOWNSHIP OF ORO— MEDONTE DRAWN: LA CALE: NQS TYPICAL LEGEND FOR LOT GRADING PLAN i STD. Noe 401 Page 227 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... L 0 I�w � w �z m U U SPECIFIED LOT �o a w U FRONT GOT ELEVATION OF CORNER IN DMNEDB514ACI SILOCAATTEDNONHLLOT LINES. ISEE NOTE 4. - -� PROPERTY UNE _ _ I ' - -- — Ii 2% MINIMUM 5% MAXIMUM al f I . . .......... . . Al I I -Y l ZX MINIMUM J 5X MAXIMUM PLAN VIEW t PROPERTY LINE f f EfjF[I 1 I � I I SETBACK HOUSE DEPTH 13.0 MINIMUM 6.0 MINIMUtvt �I ELEVATION NOTES: 1. SPECIFIED LOT GRADE SHALL BE MINIMUM 0.30m ABOVE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDEYARD SWALE. 3. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 4. DRAINAGE SWALES TO BE ON PROPERTY LINE. SET SWALE ENTIRELY WITHIN LOT IF ABUTTING PROPERTY NOT UNDERGOING DEVELOPMENT, N0. REVISIpN I APR'D I DATE T���U� OF ®RO®9VIED�?t�9TE APR: DRAWN: SCALE: NTS FRONT LOT DRAINAGE STD. No. � Page 228 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... PROPERTY UNE ll d. 2% MwiMUM DRAINAGE SWALE ; IF REQUIRED. MINIMUM GRADE 1 5% MAXIMUM TD BE 2% w °� w z w° z ALTERNATNE SWALE LOCATION SEE NOTE 5 I j 2% MINMUM PROPERTY LINE -, Ij S% MAXIMUM PLAN VIEW € I 1 SPECIFIED LOT GRADE I I FRONT LOT ELEVATION REAR LOT ELEVATION OF CORNER FINIS D FLOOR ELEVATION OF CORNER 114 1 5. MAI(IA#UM 2% MINIMUM --m. % MINIM SIDE YAR SWALE _ _- 1 3"P z SETBACK HOUSE DEPTH ki!�€iy w NOTE: IF ATTACHED GARAGE IS CONSTRUCTED THEN U REAR YARD SLOPE MAY COMMENCE AT REAR OF GARAGE. ELEVATION NOTES: 1. SPECIFIED LOT GRADE SHALL BE MINIMUM 0.30m ABOVE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDEYARD SWALE. 3. 'H' DIMENSION TO BE 1.8m MAXIMUM, UNLESS UNDISTURBED EXISTING SLOPE. TERRACE CAN BE ELIMINATED ON SLOPES OF 4:1 OR LESS. 4. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 5. DRAINAGE SWALES TO BE ON PROPERTY LINE. SET SWALE ENTIRELY WITHIN LOT IF ABUTTING PROPERTY NOT UNDERGOING DEVELOPMENT. NO. REVISION I APR'D DATE TOWNSHIP OF ORO— MEDONTE APR'D DRAWN: ATE: 2012 SCALE NTS REAR LOT DRAINAGE - No. -103 Page 229 of 366 1 Oc) Report No. TES2013 -11, Jerry Ball, Director of Tran... PROPERTY LINE I uj I�((I 2% MINIMUM IIRQ N,AGE SWALE - IF o o I5.% MAXIMUM TO BE 2 %. MINIMEJM GRADE � a w a a I SEE NOTE 5 SWALE LOCATION U - - -- ��. r 2% MINIMUM PROPERTY LINE 5% MAXIMUM PLAN VIEW l SPECIFIED LOT GRADE 1 I I I FRONT LOT ELEVATION p FINISHED FLOOR ARON 2.10m FOR WALKOUT MAXIMUM OF CORNER I 1.20M FOR BACKSPLIT MAXIMUM 6 SPECIFIED REAR HOUSE GRADE 8 OF CORNER ELEVATION w 0 MUM 2% OF E Vr SETBACK j HOUSE DEPTH 16.O MINIMUM I I 1,5xiy�� f 1 I NOTES: ELEVABON 1. SPECIFIED LOT GRADE SHALL BE MINIMUM 0.30m ABOVE HIGHEST FRONT LOT CORNER. 2. 'H' DIMENSION TO BE 1.8m MAXIMUM, UNLESS UNDISTURBED EXISTING SLOPE. TERRACE CAN BE ELIMINATED ON SLOPES OF 4.1 OR LESS. 3. REAR HOUSE GRADE MUST ALSO BE SPECIFIED ON LOT GRADING PLANS WHEN THIS HOUSE TYPE IS PROPOSED, 4. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 5. DRAINAGE SWALES TO BE ON PROPERTY LINE, SET SWALE ENTIRELY WITHIN LOT IF ABUTTING PROPERTY NOT UNDERGOING DEVELOPMENT. NO. REVISION APR'D DATE AIR D. DATE. 2012 TOWNSHIP OF ®R® ®MEDONTE DRAWN: SCALE- NTS REAR LOT DRAINAGE FOR WALKOUT OR BACK SPLIT HOUSE STD. No. ���' Page 230 of 366 1 Oc) Report No. TES2013 -11, Jerry Ball, Director of Tran... a .w m z V V I 1N DEFINED SWWSIL6 ATED O i LOT LINES ISEE NOTE: 5 PROPERTY LINE f 121% MINIMUM W I 5% MAXIMUM "� I U �I I 2% MINIMUM I 5% MAXIMUM PLAN VIEW I I I I PROPERTY LINE 2% MINIMUM SWALE GRADE BEHIND APRON LOCATION OF VAR IE OO WITH ROAD GORADE TO SULF 64 ELEVATION NOTES: 1. SPECIFIED LOT GRADE SHALL. BE MINIMUM 0.30m ABOVE HIGHEST FRONT LOT CORNER. 2. DRIVEWAYS ARE NOT TO BE USED AS AN OUTLET FOR ANY SIDEYARD SWALE. 3. REAR HOUSE GRADE MUST BE SPECIFIED ON LOT GRADING PLANS WHEN THIS HOUSE TYPE IS PROPOSED. 4. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 5. DRAINAGE SWALES TO BE ON PROPERTY LINE. SET SWALE ENTIRELY WITHIN LOT IF ABUTTING PROPERTY NOT UNDERGOING DEVELOPMENT. 40• REVISION APP.'D DATE 0Otlr�1�4SHIP ORO°IV✓IDOIVITE APR'D: DATE: 012 DRAWN: SCALE: NTS FRONT LOT DRAINAGE FOR FRONT SPLIT HOUSE STD, No. Page 231 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 232 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 233 of 366 o 0 � o J W Q v m 0 O W Y _N O F- N X LQ ! U Z U) O O W J W O z ° U W W 2 Li O U z W L'i O z :S a_ z o w o V ° O z ui z O w a 0 0 W ° W O O p 0 O O z z f- w z a o o ¢ V) w O W O U d �_ 0 z Z ~ Z ¢¢> Q uj Z W Q Vl d' ,.., W O^ Ld J > R. 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O C.7 T 0 -� Y O d K N N � O CUn Q z ap�o f 0 W 0 0 C. 2— d ° 0. Q z O N W Page 236 of 366 B 6 z V? ui 0 ut O z 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 237 of 366 a Q a a P � N O n -j z W ° Li D U ¢ ¢ O U. GGQ W ¢ Of O Q V) (� S W O w W Q d m = a a z h g W p © X ¢ m d n d Q d a V) m N a m vi o z° Q ° 4 N uj UD 00 � O m U LL z w N O V7 cr Lj CL < UU Q U E U rn z° aw ¢ v o v n (13 ty W * F d tL w B w Q 0 Q m ((1b11� a uy t d �m p Q p Q J Q 4 (n J Us O J Q g N C ° w a H m z N d w� ¢ O to z O O w CO ui W W g Ln z ° 5 Vy d mN 0 z U Q C, ¢ "-dU- ©� O 0. Q U z D ° a �o a z ¢ z O Z g �U CL Cr O ¢ Q m iQ 3t w h m ¢ cn Q W o � a 01- O w °- o p0p�� f°- O Q U W d w O M 0 z Q X �w F 0 ro K U I- Q� cep U z a0 d O d Vw1 Q a 0a Q ¢ v © z E a 0 0 Q a V) ¢ O ° @ m w Q ¢ v> z m > o � O ¢ R' OE < N < s m a ° m a o m 0 z ¢ o O Q o Us ° W M o z M Q t w J J z a: O N Q Vl =- :5- © Ion ° w QU m CO � (x ¢ ¢ W D O 0 `'% O io m o< 4Q C7 ki J ¢ p F" W 1 9 LI w m a ° ¢ z° CL z Q Q MO wo QCL 0 p O Q Q w m Q Q V d qq W ¢ W j w C) w u» J �w �i � z U _q CO o !� z On F4 0 m o ¢ oc ¢� C> w� �, z w z z o m m oN v> fY 0 � d , w LaJ ¢ ° yr a o 0 a m � QU V U •su.,^,•.,, sa�_,.„- .,eras --- Page 237 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... tq0. ( RE\AVON - -- APR'p pATE _..._-- - w TOWNSHIP OF ORO— MEDONTE DRAWN: SCALE. NDS2 SEDIMENT CONTROL MEASURE AT cATCHSASINS AND CATCHBASIN MANHOLES STS. No. ��� Page 238 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page O 44 U U rfh' F7 Q ..cccov.^aiuuu�.v. - -••�v vm�+ rtcn�vuaxmm��cm ,�— .c= 2�as,'�....wrc�- .+�,�� __ — .czars xmaau�.x mi.- ,-._...,..r_ Page 239 of 366 N_ N �J yz E E z z a� r ry k a a E E�. Q Q D ( () zo o o� z 0 : :2i Ld L LLJ w 3N w g �• g f z f f � �ao z z LL. z z �z 0 0 0 0 If I I11� U U 0.O' I ',V yQ I N z z Q U d J J, 0 0 ' . .. g g o 2 N o a t tsS 2 a 2 CL LLJ a a a s m opap r Lti mm�_� o q4� W W W aio r ruO - - . .z ,in 0 ¢ Ca r r3 Page 239 of 366 1 Oc) Report No. TES2013 -11, Jerry Ball, Director of Tran... 610mm TO 750mm FlNISHEO GRADE . l r` MARKER TAPE ° HYDRO SECONDARY CABLES 300mm BELOW E FINISHED GRADE. BELL AND TV CABLES E E 150mm 150mm 300m ro E COMPACTED UNIFORMLY GRADED SAND 0 HYDRO PRIMARY CABLES TYPICAL JOINT USE TRENCH BACKFILL MATERIAL TO MATCH ROAD BASE MATERIALS 305mm TO 750mm FINISHED GRADE MARKER TAPE COCK E � RADRO TD TO 9 S NADPROCTOR 300mm BELOW DENSITY FINISHED GRADE CABLE TV COAXIAL IN 75mm PLASTIC PIPE ' BELL CABLES E E ALL CABLES IN 75mm PLASTIC PIPE {MINIMUM) OEXT SPARE DUCT m BE OND PAVEMENT_ PROVIDE HYDRO CABLES �i COMPACTED UNIFORMLY GRADED SAND TYPICAL ROAD CROSSING 1. BACKFILL TO CONSIST OF 150mm OF CLEAN MASON SAND ABOVE CABLES/DUCTS AND CLEAN NATIVE MATERIAL. 2. WARNING TAPE TO BE PLACED PRIOR TO PLACING THE FINAL 300mm OF BACKFILL. NO, REVISION APR'D DATE I 7T0 WINSHIP E ORO— MEDONTE DRAWN: SCALE: N°S2 JOINT UTILITY TRENCH STD. No. 70/ AND ROAD CROSSING SECTIONS Page 240 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... fS m u7 M - E J 9--?77- FRONT LOT ELEVATION OF CORNER 2.40 >I / PIdA#A— EIEGT{i�6 CBNiit6t Pt� ee�c� --sl se� j, VI 58B�Itil t-- 6R` REVIf "/E9- AL�ERAIA#/LB4Y-PRE95i'iRE r't::.ri- i.e��`.1:��`ii':r,� ..sPsT_wa°re-n.�.. Dt- tr,l•:li:l� .. J TAPERED ELLIPTICAL ALUMINUM ARMSY'S- Sd.1lC. 166-W14 -446m n HANOHOLE AND COVER ftff fMIN6- SIDE4AW(- (� — NATIVE SACKFILL LCD nue k- eru 74!SH9D^' LIAReeTC '9-3G 0 rbm R" 1 IN . 1.i"tdc.4a ( --d T�1PFUC��'t APERTURE` C Ir CROSS SECTION NOTES 11. ALL DIMENSIONS ARE IN METERS UNLESS MERMSE SPECIFIED. 2 SA MM14G TO LOOP UP TO HANDHOLE CONNECTION TO LUMINAIRE WIRING By MEANS OF ESNA FUSE AND CABLE CONNECTOR. NO. REASICN - -_ -- -_ APR D DATE TOWNSHIP OF RO— MED®NTE DRA WIN: HORIZONTAL TYPE LUMINAIRE I STD, No, DATE: 2012 SCALE: NTS ®M2 -70 Page 241 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... FPE T`?E NA -.220 2 POLE ROLES 22mm 6 aREAKER IN FPE !01-2 51 .279 s! m ENCLOSURE. { i � i { l ' a FPE TYPE NO 0!5 ! DOLE i ''I BREAKERS IN A FPS' [C2 -4S ..... 1 60 AUP LOAD CE` ME ENCLOSURE. j 274 OUTCC04C FLED TO 0 �J ®UCNTINC STAt(0AROS. "Y- -�-i (ONE BREAKER PER POLE} ci INC'CbiINC SUPPLY FROM 1 A1%.111T TRANSFORMER TOP VIEW ROADWAY LIGHTING DISTRIBUTION ;s! { 3aI a amn S.L.D. ciw 232 -- OCT. cv70UT �= - IN /OUT 30mm RICIO P.V.C. CONDUIT To EXTEND TO CIRCUIT BREAKERS i kEAII- t£RPROOf DRIP CDVeR ! ^1 LOCKABLE ( LOCKS) IICA. CALVANIZED STEEL. COVER PLATE ! 1 C/Y( TAMPERPROOF COVER SCREIa6 'i CAJUN.) GALVANIZED STE- HOUSING s I II LOCH LOCATION { f I TAUPERPROOF COVERS I I I CHAMFER fa nWU TO LICUT -1 S ,kNOAROS DIRECT BURIED STREET LIGHT PEKES T A0 NOTE 5: SUPPLY & IN57ALL CALVANi ZED STEEL !!CC-- P£9ESTAL ON CCNCRETE BASE. -PEDESTAL SHALL HAVE BREAKERS AS SI+O" ON ' CO.ak REVI5ED: JAN 1997 DARKER TAPE 150m- aELOW CRAOE CCVPACTr,0 FILL TO 959 PROCTOR DENSITY REINFORCINC STEEL 3C /2 TwU IN 30mm RICO P.V.C. CONDUIT TO PADI.tOUNT 'RANSFCRId ER TOWNSHIP OF ORO MEDONTE STREET LIGHT PEDESTAL GN: A.M.L. :DA EE. � ?R 1996 DWG. No. YIN: M, R. I El !SCAI: CKED: RAIR. I N.T.S. -Inn Page 242 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... APPROVED EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY SAND EXTRUDED POLYSTYRENE INSULATION (STYROFOAM H1 40 OR APPROVED EQUAL) SAND BACKFILL COMPACTED TO 98!' PROCTOR DENSITY WATER MAIN BEDDING MATERIAL AS SPECIFIED ON CONTRACT DRAWINGS MULE10 OF NE�IV E&VICES APPROVED EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY FINISHED GRADE � NI \�iOR A PROVFA )AM H1 SAND 150 SAND BACK"'L COMPA�'. TO g' IX PROCTDR DEN 1 EXIS'RHG GROUND BELOW SPRINGUNE OF THE PIPE NOT TO BE DISTI.IRSED H ] 1350 �— WATER MAW —/ H C 1350 EI�UN�0.TioIV (�� EXI�TNP SERVICES W I DD + 20500 —H) OR CO + BOOmm WHICHEVER IS GREATER WHERE W = INSULATION WIDTH OD OUTSIDE DIAMETER OF PIPE TO BE INSULATED H DEPTH OF PIPE TO BE INSULATED MOTE: (MINIMUM- 1200enm) 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. N�• REWSION APR'p DATE x TOWNSHIP p 11IP ® — 9�IE D T DRAWN: �DATE: C ALE: 201 METHOD OF INSULATING WATER MAINS SID. Noe Page 243 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 0 �- HYDRANT MARKER HYDRANT AS SPECIFIED 50mmq BLACK STEEL PIPE n /- PAINTED YELL., FINISHED GRADE AUGER 151MMO HOLE AND FILL 1'ATH 18 MPa CONCRETE REAI SIDE RQAQ ° � �� S1d NOTE: � 5 V1 � 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWSE SPEGiFIM. NO. REVISION APRD DATE t ' ROAD SIDE pM1�A��tl� �� 4�R��'IbO�N ®d11T� APR'D: D RAWN: D7�2 HYDRANT FARRIER STD. No. 60L Page 244 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 300 — MINIMUM 3 CONCRETE MODULAR RINGS, PARGE MAX OUTSIDE AND PAINT WITH BITUMINOUS SEALER 2G0 PRECAST FLAT TOP APPROVED RUBBER GASKET JOINTS � MORTAR kNSIDE AND OUT 75 STORM SEWERS WITH 100mmD9CONN TO T IONS WHERE POSSIBLE 25mmO COMBINATION AIR RELEASE / VACUUM VALVE 25mm GATE 25mn 850 1200mmO PRECAST MANHOLE WITH ALUMINUM LADDER RUNGS immO AIR D REt.EA5E /VACUUM VALVE TEE DETAIL BELOW) VIER MAIN GATE VALVE S NIPPLE WATER MAIN AIR RELEASE YME QUAIL NOTES. 1. ALL FITTINGS TO BE BRASS. 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 3. GRANULAR 'A' BACKFILL TO BE PLACED TO A MINIMUM THICKNESS OF 300mm ON ALL SIDES AND COMPACTED TO JOG% STANDARD PROCTOR DENSITY. N0. REVISION APR'D DATE POURED OR PRECAST CONCRETE BASE ER RUN LIMESTONE 5mm MINIMUM TO N�NS11HP .. OF O CO`_-MEDOIV 9 APR'D: DRAWN. DATE: 2012 SCALE: NTS AIR RELEASE VALVE IN cl✓AM83ER STD. No. 603 Page 245 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... SAMUT SLOT IN VALVE BOX N O T E J.� 7. TRACER WARE -#12 GAUGE STRANDED, C.S.A. TYPE T.W.H, 2. TRACER WIRE TO BE INSTALLED OUTSIDE LOWER VALVE BOX AND BROUGHT INTO UPPER SECTION OF VALVE BOX AND LOOPED TD BE MINIMUM 450mm IN LENGTH. 3. CONNECTORS V= FOR SPLICING TRACER WARE SHALL BE WING NUT TYPE, WITH NYLON SHELL AND NON — CORROSIVE STEEL. WIRE SPRING NO. REVISION— AFR'fl DAiE TOWNSHIP OF ORO® ED®eYTE DRAWN: SCALE: TRACER WIRE ARRANGEMENT AT 6 VALVE BOX FOR P.V.C. WATER MA STD. No. �� °A- Page 246 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... A SERVICE CONNECTOR (SEE NOTE 3) MASTIC MATERIAL (SEE NOTE 4) /--TRACER WIRE (SEE NOTE i) r P.V.C. WATER MAIN 2.3kg ZINC ANNE (SEE NOTE 2) A ELEVATION t MASTIC MATERIAL (SEE NOTE 4) SERVICE CONNECTOR (SEE NOTE 3) (t i TRACER WIRE (SEE :NOTE 1) I COATED COPPER WIRE P.V.C. WATER MAIN t &EP ZIN 2NODE � 1 7000 MINIMUM 1MUM i SECTION A—A p !VOTES: 1. TRACER WIRE TO BE COATED Na 12 GUAGE STRANDED C.S.A. TYPE T,W,H, 2. ONE 2.3 kg ZINC ANODE TO BE SUPPLIED AND INSTALLED IN A MANNER APPROVED BY THE CITY OF ENGINEER FOR EVERY 5DOm OF TRACER WIRE INSTALLED. ORILUA. 3. SERVICE CONNECTOR TO BE A 'BURNDY SERVIT', TYPE K.S. MODEL KS20 COPPER OR APPROVED EQUAL 4, CONNECTOR SPLICE TO BE WRAPPED PATH 'SCOTCHFILL' ELECTRICAL PUTTY OR APPROVED EQUAL. S. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. B. THE LOCATION OF EACH TRACER DARE ANODE MUST 8E DETAILED. ON THE CONTRACT DRAWINGS. i NO REVISION APR'D DATE ��7711 N� 114 OF � ®�' E����3T� APR'D: DATE: 2012 DRAWN; SCALE: NTS CORROSION PROTECTION FOR TRACER MIRES ON P.V.C. WATER MAINS STD. No. 00.� l Page 247 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... ._ LY[� � Q d n . A....,__..�.,::..4�.. ; t: 016fiAS,. KC.- �dxaMF .M1G'6RIOC'L^b,:•�,�p:.1.L8��t -t N L_ O N °z Q Y Q tii Q U Q V1 r-- O 'Vt O Q "-- -'1111 1 W 6 + 111' i O p_ W p z CS a�O� O ZJ Q h- (O F- O NWZY mWX Q � Q Q d (�} 20 m aFli 42 ZQV7 W v wWU O J ¢ !�J U a ¢9 . QzQ w ' M • a 9 W W 2 tq 7 .-1 m X O Of TT ¢ Q< Q n w O + Q 2 Y A U Z O 0 v� O L` uj !�� A zx � o NQ�O� >, z O QQ UGC 0 U > O ca w -j O k-- Lu �, °o . °�U Ld jil'O N ° . < wz i- Li. U w Q�9 i8 Q w J O .r f C 4 Z .. qO Y w W E •o a 0 w O U" ZS Od E bo ZJQ W QUO tat O -ABU mw.Y zo Ot- O Q V- O 0 �X F- <OQ�¢ p �O ~OQ i5no° Q UOJ ZO a - WWOz3L --Q -idJ F--z T FZL�.F ° tiOd�00W5Z�U O wx ag�> a a�,��nwi? a u�mw -> tL > E °' 'r. ¢�¢ ICI- "zQ�pA�j J 4Y 7 La zn 0- x �� o � e ° 4zsX Zp ui z_ oW —0CL wmZ QQ�i.±Q -0- Q !�Zw } -OX 3ta..WA� md�o�j�n O .. .e° ° •� °° zu- QOv)E],:ZxQ:F c:asrrnmm--- z Z (V Page 248 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... GATE VALVE TO BE LEFT IN PLACE AND INCLUDED IN TEMPORARY CONNECTION TESTING AND DISINFECTION OF WATERMAIN ITEM NEW REPLACEMENT SECTION AFI COMPLETION OF TESTING. FLU AND DISINFEC OHO PN— ERATIONS LESS THAN ONE PIPE LEN( TEMPORARY THRUST BLOCK CAP SOLID SLEEVE OR BELL END In NEW OR EXISTING GATE VALVE EXISTING SOLID SLEEVE— GATE VALVE (TYPICAL) SAMPLE TAP (ALSO USED FOR CHLORINE INJECTION AND PRESSURE TESTING) DOUBLE CHECK VALVE FILL UNE/BY =PASS CONNECTION ASSEMBLY OR TESTABLE (MINIMUM SIZE AND NUMBER AS BACKFLOW PREVENIER DEVICE PER TABLE BELOW) TYPICAL TEMPORARY CONNECTION FOR WATERMAINS NTS REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES (276kPa/40 PSI RESIDUAL PRESSURE IN WATERMAIN) II NO. i REVISION I APR'D DATE TOWN OF COLLINGWOOD TEMPORARY CONNECTION FOR WATERMAINS APR'D: EDH DRAWN: STD. No DATE: APR 07 SCALE: NTS Page 249 of 366 FLOW REQUIRED SIZE OF TAP TO PRODUCE PIPE DIAMETER 0.76m /s (APPROX) 25 38 51 NUMBER OF OPEN VELOCITY IN MAIN 64mm HYDRANT OUTLETS Y11 m NUMBER OF TAPS ITS ON PIPE 100 6.3 1 150 12.6 — 200 25.2 — 2 1 1 250 37.9 — 2 2 1 300 56.8 — — 3 2 400 109.9 — — 4 2 REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES (276kPa/40 PSI RESIDUAL PRESSURE IN WATERMAIN) II NO. i REVISION I APR'D DATE TOWN OF COLLINGWOOD TEMPORARY CONNECTION FOR WATERMAINS APR'D: EDH DRAWN: STD. No DATE: APR 07 SCALE: NTS Page 249 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TWO HEAVY --DUTY GAUGE 'T' BARS PER TREE, 2400mm LONG, LOCATED AWAY FROM ALL BRANCHES, ONE ON THE SIDE OF PREVAILING WIND, THE OTHER ON THE OPPOSITE= SIDE. ROOT BALL SOD 150mm — SCARIFIED SOIL ON A SLOPE BURLAP TIES, MIN. 25mm WIDE, LOOPED IN A LOOSE FIGURE '8' AROUND TRUNK OF TREE 100mm DIA. PLASTIC CORRUGATED DRAINPIPE, TO MAX 500mm OR LOWEST BRANCH CROWN OF ROOT BALL 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE CLEAN SHARP EDGE BETWEEN SAUCER AND SOD /PAVING SOD FINISH GRADE PLANTING SOIL MIXTURE 150mm SCARIFIED SOIL CUT AND REMOVE TOP 113 OF BURLAP, REMOVE ALL SIDES OF WIRE BASKET AND ALL TIES SUBGRADE 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE PLANTING SOIL MIXTURE VARIES WITH SLOPE SLOPE PIT BOTTOM FOR DRAINAGE SUBGRADE NOTES 1. DO NOT ALLOW AIR POCKETS WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 50mm ABOVE FINISH GRADE TO ALLOW FOR SETTLING, 3. DO CORRECTIVE PRUNING TO RETAIN NATURAL FORM. OF TREE AS DIRECTED BY THE LANDSCAPE ARCHITECT. 4. FOR TREES PLANTED WITHIN PLANTING OR SHRUB BEDS, DELETE SAUCER AROUND BASE OF TREE, 5. ALL DIMENSIONS ARE IN MILLIMETRES. 6. NO TREE PITS SHALL BE LEFT OPEN OVERNIGHT. d NU. REVISfON — p,PR'D DATE TOWNSHIP OF ORO— MED N tl E DRAW -- DATEE: NTS DRAWN: SCALE: NTS DECIDUOUS TREE PLANTING STD. N®, 1101 Page 250 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NOTES 1. DO NOT ALLOW AIR POCKETS WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 50mm ABOVE FINISH GRADE TO ALLOW FOR SETTLING. 3. FOR TREES PLANTED WITHIN PLANTING OR SHRUB BEDS, DELETE SAUCER AROUND BASE OF TREE, 4. ALL DIMENSIONS IN MILLIMETRES. 5. NO TREE PITS SHALL BE LEFT OPEN OVERNIGHT. 150mm - SCARIFIED SOIL r s s -- X#— %6.eL- ON A SLOPE 40. REVISION APR'D GATE TOWNSHIP OF ORO ®MEDONTE CONIFEROUS TREE PLANTING DO NOT DAMAGE OR CUT LEADER BRANCH BURLAP TIES, MIN. 25mm WIDE, LOOPED IN A LOOSE FIGURE V AROUND TRUNK OF TREE TWO HEAVY -DUTY GAUGE 'T' BARS PER TREE, 2400mm LONG. CLEAR OF ALL BRANCHES, ONE ON THE SIDE OF PREVAILING WIND, THE OTHER ON THE OPPOSITE SIDE. U CROWN OF ROOT BALL 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE SOD CLEAN SHARP EDGE BETWEEN EDGE OF SAUCER AND SOD 150mm SCARIFIED SOIL "LANTING SOIL MIXTURE -UT AND REMOVE 1/3 OF 3URLAP. REMOVE ALL SIDES Y WIRE BASKET AND ALL TIES 3UBGRADE 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE PLANTING SOIL MIXTURE _1 VARIES WITH SLOPE SLOPE PIT BOTTOM FOR DRAINAGE SUBGRADE DATE: 2012 SCALE: NTS STD. No. ( 10 J_ Page 251 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 100mm EARTH BERM AROUND EDGES OF PLANTING BED CLEAN SHARP EDGE- BETWEEN PLANTING BED AND SOD EXISTING GRADE - -� BEYOND _z �a a° '' CLEAN SHARP EDGE BETWEEN PLANTING BED AND SOD EXISTING GRADE BEYOND SOD-- --- --� s0' TYP f PLANTING ON 3:1 SLOPE DETAIL NO. REVISION APR'D DATE MIN. 75mm SHREDDED PINE BARK MULCH (NOT DYED) LANDSCAPE FABRIC TO BE CONTINUOUS THROUGHOUT PLANTING BED. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. fB &8 R_� O_ OTBAUI`, LOOSEN AND ROLL BACK TOP 3S OF BURLAP ON ROOT BALL POTTED ROOTBAI_I_� REMOVE CONTAINER AND MAINTAIN SOIL BALL PLANTING MIXTURE MIN. 150mm TAMPED tf SOIL MIXTURE SCARIFIED SUBGRADE UNDISTURBED SUBGRADE 100mm EARTH BERM ON DOWNWARD SIDE OF ALL PLANT MATERIAL COMPACTED SLOPE LANDSCAPE FABRIC AND /OR EROSION CONTROL MAT TO BE CONTINUOUS THROUGHOUT PLANTING BED. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS I► iaw 1. DO NOT ALLOW AIR POCKETS WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 25mm ABOVE FINISH GRADE TO ALLOW FOR SETTLING. 3. ALL DIMENSIONS IN MILLIMETRES. TOWNSHIP NSHIP OF i� dVl Y� ORO— MEDONTE APR'D: DRAWN: DAZE: 2012 I SCALE: NTS SHRUB PLANTING STD. No. 1 i0 Page 252 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 253 of 366 1 zz L, m° ax ¢O U >I^ e) a) _a Q Y- 6 < (A �w �c<.sm �0sC5 Q z ry- 0 0— En 1 i o CL LL- w 0 ® 0 V) z a� F- t� q _ �- L-, I U i dzz z 5 Y - ° a a 0 za az a o QXZ t a' cna° a vTZXX 00 may' tom rNjE C4 a ® E- �ac9r� 0W Ca zo`j E� Z 0r Q 0O S Q O adp �a •= w x V1 U Q z isE sn I ai ( CL O Q d < O Ir J W o0 V 0 v En 4 - w c a 2 O I..i_ y, a- < O W n :E >-- C f7 4 1Y CS � 6L caz m� ° I a un z w e v OQ o Z wm r C p 5 ZCS Owotz' 006 0906 CS 1' F— -4:8 Qa Q ¢a a2 Z a:Nvi4 ui Page 253 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 254 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 255 of 366 J 6 O _Q W -j N N Q U S F- N Z Q > O O W O CJ ¢ w 0 w V) Q M LLJ F V1 ?yQ W LLJ ¢ p W V) LL. a X O o ¢ (n d- 6 0 W N �U` W 0 z < L U' g a ° CC o C�.7 .. Cj o Ez a a w o z a n w ° N �+ a p S IQ- Zz W V1 tzJ C ) IQi O �� p •• "x 11 IL W LU O ¢ ?- 0 0 w O z W d W Q zz wq U/i 0 Q a s W o a Ld V of ° j� ¢ a s Z a b X 0 ¢ W V cc w U fLI Y z °� o a_ !9 g- O u' W 0 to [if O Z - W C J �G a' O ® < W Q F C - p Pvz� S p 0 q W 1V, Go -i Q x Z O ¢ ui z C Q w z E Q O ui ¢ m W Q Z m00 W � y o 1O a a w M W ®e d LLJ a w w a O Z Q J m ^ Q° W ° W U p�� 0 --1 W Z Q > a Q Oi O 1 0 Q z UO_ j-J 0. (7 O CL o Z Q za � w W N rn w Z w n. N 0. Q x 3 u m w mo ¢ a w Q z O a ca Q w 0 Z ' (n w � n o ¢ a W w .V.. tW- o 6 t% ¢ E ¢ m a z z ° D WWx w N ¢ < V a W CO � z 0 Q Q v r 0 >- W Q Q 0 W 0 w ' p �y�{ O a m N C CO 4 0 N Vl ' 0 > Q x O o r ~ F-- LL_ W EWY X i O(w Z u Do 00 0 Z J I F- < m S N P Z O tl .WJ V 4Z Z Q O 4.. O uj 0 J Z N o z a w o Of Q j W x m o w o 0 z Qa X ( p J ~ CO V! g 0 Q Z 41 w fin oz O Q O i Q ui W W � O d V) W 0 O=� < z J w QW O 0 O Q y z OW^ w U- �. Q Q m Q° z¢° w o zo ° �-' �w - z z I CO w O z W W -j V) 0Q 0 O ¢ �O C) C=y W m �zt N QF h Z W m m 0 Q CC0 U!- Q W ZQ w w z w w uLL'sU n �cwis a a wv ai a m U o w cs st¢ c S a r u¢i z uj o can Page 255 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 256 of 366 0 O 0 U 0 cV z Ld W LL N Z) O LLI Q �g 0 ¢ O w Z d a V) F z W U i w U ci O z Of N _at O Q Z ¢ LQ U Q Q� U uj W U O w Z m ° ( z p w A d M- w° Q O w z m `-' (nn ° 0 S d d O w Of g E Q �F w w LL o (if o v_, ° Cr 0 �' Q �'w z Q z a a ° O� J LI) w a Ld C7 O ° � uj - Q a= K W m - af W° k p W 0_ Z O Q 0 J O C) o H O t Q ® I d w ¢ ¢ E < F� k w m uj °}. _Q W Q Z O y O W F � 7 OO O °4m LLI �"" °z � o m w ° z o cw> z r m w w oz Ly U m ¢ 0 o n i w w 0 aw ¢ E 07 a m a cn = O O g ¢ ¢ w Q W < Q Z Q N LLI Q S 0 Q Q O¢ mI,J F Qw'1 07 Z W F U Q Q p Q -J p E w ."JJ Q ° OF 0 W w S Oo Z a o a� X O Ni U N Cn a 0 r En �f Q C? U ¢ w w (- U' `t O Cn m Uj O w Z 0] 4 0 o ' z o° a ° Ow w w w z ° ati a ¢ z -i Z CC 2 ¢� Q ° o �Z Q z z� I 0 M A J °r Q O Q _Z ¢ w R �z H-O O fn to I �w o x w o ¢ S z zs do ¢� m _� w zm o a �z r z ° Q f `_ °r ° a 0 M 2 0 z 0 ( 9N ssw V U Z 0 � ° m Q D Z• J~ C. O mw ° Lij �w NS ° Q Q OD QD Q] CO U to en O U a w to O O Z Z 2 Z O Z V (~!1 U Q `'� > Q Q l.fJj � z Q w L.� W Oe V p U Z ¢O (�U. OW W�Z.t }� yy� d:1 f- z m z M 0 C � L�cl Q �r ^ w ¢ k�l U DU W I.L0 C9 ^ O Z ^_ YO W 2� Page 256 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 257 of 366 J 4 � z N N O O z J U lI <L 1 LLI V) p L'i d 0 w 0 V) n S CL w - m Q w m x o z o z O M o 0 w a 0 V) Q. .J C N m b p Q Q = T LLJ W R CO O x m S Q. o) M U U o- Lu U) w V) O 4 O V} 0 0 o E U ui c� w °' z° w zz u ° v n (/3 ° 0 -� � Q CA Q W p d N 4 U) w o F-¢ zQ a o o z n Q o ) o d W iE z ` �, ' o ® 1� 1z fl i V) Q z ` n 0 O n z d �' o m E Q (� O U C3 CL O U J (a wa U ixo ¢ ¢ O © W Q 4 z w F- 4 k9 d i z o z 0- _ ° a z E 4 f�6 a F" m P� V) d 7- 2 Q w "" w O (L' O a � < a � q z p0 o E" d P w O M D °� o zQ �w tzi ? o ( ¢ z U O Q� 7 a4 U U 0 0- o Q U-` Q ¢ C7o U a z o O z E o 4 Q a 0 z Q m N U oz a d z 0 w U in U U' 4 U F4- V) Q O n O S LD 00 Z tW,O� Q 3t > O 0 P? J Q w Q F- CC ¢ � m o m a z s p o o o E o U O or 0 z x f-- Q: z z � J O Q m O Q W < ©z Q gw o is a i 1.- U) Ld m0 ¢ z O M Q CO o 0 oo. Q 0 V) (n X z a a ¢ � W�W w <Cr Q QM cl� 00. q w Q h- in 4 0 O a V'w z z ¢Q ¢ ss cZa W W F-= Q V Cam? Uf )" FQ- Vf 4 M 4 --j � O 4 W WJW� _r Q z O z U U Z o m Q m Q V) w CJ !Y d Vt W 4 ° (n W U ° " _ _ v _ Page 257 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NO. REVISION APR'D D,A7E TOWNSHIP OF ORO— MEDONTE DRAWN: +DCA ALE: NTS2 SEDIMENT CONTROL MEASURE AT CATCHBASINS AND CATCHBASIN MANHOLES �� ®. PVoo 6 ®� Page 258 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 259 of 366 N N O �- N � W D CO �Z El z w o� 4: N �a �a E°� Q 4 d V) zo E u °a-3 z 0 :2 LLI Ld w 3Nn xLH3doNd wn. `2f3 0 LLJ f on O� Y 0 1 f1 U ti o Of 0 CL ooW t-R z I a � off' cn 04 N p a I y Na 0 0'00 }y( p 7 Q � I l l 6 I T A z ELI z L�<z z z r cv rs .t Page 259 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... i 610mm TO 750mm FINISHED GRADE a MARKER TAPE ° HYDRO SECONDARY CABLES 300mm BELOW E FINISHED GRADEOE BELL AND T/ CABLES E E 150mm I50mm 300m i M I COMPACTED UNIFORMLY GRADED SAND j a W HYDRO PRIMARY CABLES TYPICAL JOINT USE TRENCH BACKFILL MATERIAL TO MATCH ROAD BASE MATERLUS 305mm TO 75Ornm FINISHED GRADE MARKER TAPE C�OIChK CTEO TO 951% CROSSIM) PROCTOR 300mm BELOW DENSITY FINISHED GRADE CABLE TV COAXIAL IN 75mm PLASTIC PIPE g BELL CABLES E ALL CABLES IN 75mm PLASTIC PIPE (MINEMVM ONE SPARE DUCT Om BEYOND PAVEMENT. PRUNDE E HYDRO CABLES E °n COMPACTED UNIFORMLY GRADED SAND TYPICAL ROAD CROSSING 1. BACKFILL TO CONSIST OF 150mm OF CLEAN MASON SAND ABOVE CABLES/DUCTS AND CLEAN NATIVE MATERIAL 2, WARNING TAPE TO BE PLACED PRIOR TO PLACING THE FINAL 300mm OF BACKFIH N0. REVISION APR'D DATE TOWNSHIP WOF ®RO— MEDONTE APR'D: DATE: 2012 DRAWN: SCALE: NTS JOINT UTILITY TRENCH STD. No. 70/ f AND ROAD CROSSING SECTIONS Page 260 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... x w s Lz w 7 r Q u'3 Nom. 2.40 FRONT LOT ELEVATION OF CORNER °"°° -'J -- �� -�- E3AER8t -�tFif •tAdeBidRRiC-- H6RlE9NTAt.' I.. ova S 4 '� RE' g "`I49'-iMAfif'4116H"'PRf59�ti}RE �'•:ar1 ..,.i� U•'�!' 11 -.: °'25 @tt% E-""Id tl9E#i AZilittYr'£ftgE$Ti �UE-: r. -fi.t✓ ':-( ri i'J 8N8 LNMtn'trre:.Clit�:r 'TAPERED EUJPTTCAL ALUMINUM ARM IL,1.uv2. 5'�1aiAlJbi- eA�- Ne:- REe+�ba CROSS SECTION -� iL40mm -u- a(in,,rn HAND14OLE AND ...,. COVER Pb4'fE- F'Af3fN6- Si@EYA,Ldb 4 - ii?tYt - NATIVE BACKFILL �•3 c ; (i Vti I rf I'a ff�� APEMR6 CRZ "ImESTONm E COMppCTED i4�O rem MIN. . ALL DIMENSIONS ARE IN METERS UNLESS OTHERIYISE SPECIFIED. SA PARING TO LOOP UP TO HANDHOLE CONNECTION TO LUMINAIRE HIRING DY MEANS OF ESNA FUSE AND CABLE CONNECTOR. 40.1 REVISION APR 1) DATE TOVYIUV�d 7�� �� ®�t�9�D��9TE CONCRETE POLES TO CONFORM WM Cl('S i"3 „I�,�dij, Cit 6AiES - i6C+FiE- 4F- .;"x��4i'•�;�;L:: E�+A';STANGARD 1;+1- Ad4-4-- 68NGki�I�.R06.&S �'�c?'� iil:jz'{�•. .. STD. No, CROSS SECTION -� iL40mm -u- a(in,,rn HAND14OLE AND ...,. COVER Pb4'fE- F'Af3fN6- Si@EYA,Ldb 4 - ii?tYt - NATIVE BACKFILL �•3 c ; (i Vti I rf I'a ff�� APEMR6 CRZ "ImESTONm E COMppCTED i4�O rem MIN. . ALL DIMENSIONS ARE IN METERS UNLESS OTHERIYISE SPECIFIED. SA PARING TO LOOP UP TO HANDHOLE CONNECTION TO LUMINAIRE HIRING DY MEANS OF ESNA FUSE AND CABLE CONNECTOR. 40.1 REVISION APR 1) DATE TOVYIUV�d 7�� �� ®�t�9�D��9TE APR'D: - - - - -- DRAWN: DATE2 SCALE: --WT-3 HORIZONTAL TYPE LUMINAIRE STD. No, Page 261 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... } FPE TYPE NA -220 2 POLE 31 Z7fi a� d HOLES 72- 6 p aREAKER IN 'PE 101 -2 ENCLOSURE. -A FPE TYRE +c G15 a DCLE 4CI `SF 3REAXERS tN A FPL' �CZ -AS ! 80 AUP LOAD CEy ME ENCLOSURE, 1279 ��CUT'CMC FLED TO I UCNTINO STAmOAROS. (ONE BREAKER PER POLE) I IINCObt1NC SUPPLY FIi03A PAOtaOUNT iRAxSiORtaER TOP VIEYV ROADWAY LIGHIING DISTRIBUTION C1w 222mm CCT. CUTOIJT IN /OUT ?Omm RIGID P.V.C. CONDUIT I I 1`0 EXTEND TO CIRCUIT BREAKERS *SATNERPROOF DRIP COVER I E LCCKAELZ (TWO LOCKS) IICA. I I CALVANIZEO STEEL COVER. PLATE { I C/W TAMPERPROOF COVER SCREWS I If ! 'I GA.(MIN_) GALVANIZED STEEL HOUSNC I i I LOCK LOCATION I I TAUPERI'ROOF COVERS I I CHAMFER 4ARKER TAPE ISCmm GELOW CRADE CCNPACTEi3 Fill TO 95X PROCTOR OENSIrf fir! 431i!vllemm■� �'.- , 18 HWU TO UCHT -+ STANOAROS OMECT BURIED STREET LIGHT, PEDES I `4CTE5: • SUPPLY .k INSTALL CALVANIZED STEEL WC m PEOESTAL ON CCNCRETE BASE. PEDESTAL SHALL HAVE BREAKERS AS SHOW4 CH NOX 4. 3C 12 TWJ !1d 50mm RIC ;O r.V.C, CONDUIT TO PAOMOUNT "RANSFCRJJFR TOWNSHIP iIP OF ORO ® MEDONTE STREET LIGHT PEDESTAL DESIGN: D.M.L. ''JAT—E: APR °;996DNG. No. DRAWN, M.R. I E1 SCALE: N_T.S. REVISED: JAN :987 CHECKED: R.G.R. I Page 262 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... APPROVED EXCAVATED SACKFILL COMPACTED TO 95% PROCTOR DENSITY SAND EXTRUDED POLYSTYRENE INSULATION (STYROFOAM HI 40 OR APPROVED EQUAL) SAND DACKFILL COMPACTEO TO 98% PROCTOR. DENSITY WATER MAIN BEDDING MATERIAL AS SPECIFIED ON CONTRACT DRAWINGS iIRt�6JI�TION VI- NEW JC YIcFS //-- APPROVED EXCAVATED BACKFiLL COMPACTED T� / 95Y PROCTOR DENSITY /- FINISHED GRADE - f T \ \ \/ (STYROFOAM Ht IORAPPPROVED W SAND SAND BACKFILL COMPAk 150 TO 989 PROCTOR DEN T EXISTING GROUND BELOW SPRINGLINE OF THE PIPE NOT TO BE DISTURBED H > 1350 WATER MAIN H < 7 350 MSULAT -10 I of EXISTING SERVIQES W = OD + 2(1500 -H) OR DO + 600mm WHICHEVER IS GREATER WHERE W = INSULATION MOTH OD = OUTSIDE DIAMETER OF PIPE TO BE INSULATED H = DEPTH OF PIPE TO BE INSULATED NOTE. (MINIMUM 1200mm) 1. ALL DIMENSIONS ARE IN MiLUMETRES UNLESS OTHERHNSE SPECIFIEO. NO. REVISION APR'p DATE T � NSHIP F ®R -MV EDO1�1T OP,AWN: SCALE: NTS2 METHOD OF INSULATING WATER MAIN STD. No. Page 263 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 0 >-- HYDRANT MARKER HYDRANT AS SPECIFIED SOmma BLACK STEEL PIPE n,/- PAINTED YELLOW VIE FINISHED GRADE AUGER 15GMMO HOLE AND FILL PATH 15 MPo CONCRETE REAI SIDE ROAD SIDE TOAD SIDE LEE11 SIDE `! 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWSE SPECIFlED. NO. REVISION APR'D DATE TOWNSHIP P �� F �I�d � �9T� AI?R'D: Gi TE: za�z DRAWN: S ALE: NT5 HYDRANT BARRIER I STEM. No. 60'L Page 264 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... . Lj 300 MINIMUM 3 CONCRETE MODULAR RINGS, PARGE MAX OUTSIDE AND PAINT WITH BITUMINOUS SEALER 200 PRECAST FLAT TOP APPROVED RUBBER GASKET JOINTS MORTAR INSIDE AND OUT 12OO nniO PRECAST MANHOLE WITH ALUMINUM LADDER RUNGS 5mvn0 AIR RELEASE / VACUUM VALVE ;EE DETAIL BELOW} NATER MAIN ��0 RA-1A -1 ■ 9 , Mtt!��A.OKRDU POURED OR PRECAST CONCRETE BAS E AIR RELIEF CHAMBER TO BE DRAINED '3'0 STORM SEWERS WITH 100mm 0 CONNECTIONS IER RUN LIMESTONE WHERC POSSIBLE 5mm MINIMUM 25 91 COMSINAi,ON AIR RELEASE / VACUUM VALVE 25mm GATE 25nn GATE VALVE S NIPPLE WATER MAIN AtR EASE VA VE QUA1L NOTES: NGS TO BE BRASS, NSIONS ARE IN MILLIMETRES UNLESS OTHERW ISE SPECIFIED. R 'A' SACKFILL TO BE PLACED TO A MINIMUM THICKNESS OF 300mm SIDES AND COMPACTED TO 100% STANDARD PROCTOR DENSITY. REVISION APWE) DATE TOWNSHIP RO— MEDONT APR`D: DRAWN: DATE: SCALE: NTS AIR RELEASE VALVE IN CHAMBER STD. No. 6 03 Page 265 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... SAWCUT SLOT NOTES: 1. TRACER SIRE —#12 GAUGE STRANDED, C.S.A. TYPE TXH. 2. TRACER MIRE TO B£ INSTALLED OUTSIDE LONER VALVE BOX AND BROUGHT INTO UPPER SFC'noN OF VALVE BOX AND COOPED TO BE MINIMUM 450mm IN LENOTH. 3. CONNECTORS USED FOR SPLICING TRACER PARE SHALL BE MWG NUT TYPE, WITH NYLON SHELL AND NODE— CORROSIVE STEEL MIRE SPRING. No. REWSI IN I AAR'D DATE TOWNSHIP Off° ORO MEDONTE APR'D: DAZE: 2012 DRAWN: SCALE: NTS TRACER WIRE ARRANGEMENT AT � VALVE BOX FOR P.�l, '. WATER M N STD. No. Page 266 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... A SERVICE CONNECTOR (SEE NOTE 3) MASTIC MATERIAL (SEE NOTE 4) TRACER WIRE (SEE NOTE I) P.V.C. WATER MAIN 2.3kg ZINC ANODE (SEE NOTE 2) A LLEVATION MASTIC MATERIAL (SEE NOTE 4) SERVICE CONNECTOR (SEE NOTE 3) �TRACER WIRE (SEE NOTE 3) COATED COPPER WIRE P.Y.C. WATER MAIN & EPNOTE 2ANODE ) 1000 MINIMUM ; M NOTES: I. TRACER WIRE TO BE COATED No. 12 GUAGE STRANDED C.S.A. TYPE T.W.N. 2. ONE 2.3 kg ZINC ANODE TO BE SUPPLIED AND INSTAU.ED IN A MANNER APPROVED 8Y THE CITY OF ORILLIA. ENGINEER FOR EVERY 500rn OF TRACER PARE INSTALLED. 3. SERVICE CONNECTOR TO BE A 'SURNDY SERM r, TYPE K.S. MODEL KS20 COPPER OR APPROVED EQUAL 4. CONNECTOR SPLICE TO BE WRAPPED WITH 'SCOTCHFILL ELECTRICAL, PUTTY OR APPROVED EQUAL. 5. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. 6. THE LOCATION OF EACH TRACER MIRE ANODE MUST BE DETA €LED. ON THE CONTRACT DRAWINGS. NO. RE'ASION APR'D DATE 'TOWNSHIP OF %R'v` —MED NTH APR'D: PATE: 2012 DRAWN. SCALE: NTS CORROSION PROTECTION FOR TRACER STD, No. 805 WIRES ON P.V.C. WATER MAINS - arua�rsra- Page 267 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... a o Page 268 of 366 T r z az WLIJ ¢ 0 Q ¢ O O w f{ pO 6 Z W 4. ....... -IW6J z (¢.) W v w iii O d- f j moo z� ,..v � W<ZY Ld GL q: ¢ a �¢ wz�z �� U A L, F- Ld g�� .u. tLLL XQ pQ1=Z) Q}„z t�B WiU < O ts,fZ Ldz gas¢ ¢? ¢ m�Q E a Ilk F 'a ° 1 w Ld O in m �Qmz Z C rs t U ,a� dyOO LWa p a cy a h:. „a. z a Y p �' U o CL mow€¢ -� W W T C2 g x W LL 10-2 M X U Q W -j Z -. WxoW Q Fz oa. . �p d Od � O L'i V 4 W x yI-a� w ?, U) (;: {�j (X tttllt''mxxxx..!!!JJ! E\ N Q J ` > O W ¢ q� O Ud< 0 a ui �W�eYM -j U § 1X 0 E o+ a. >- Ld Wo W U Od 0EE O <ea2LO 0- CsJ V1 W OW N� l.�1 a oF-X2 zwowl d D� n 1Y�dp F- - UJ©m¢ X I ¢ O >Owd 2 o €o4U-i QFUpi^ Qf Ud 2): _ > a +� LnW2_z 51 ==p�WJ ZQ¢ —1 W1 v z -z Luw CFs 00 Hd''�� Q tJ O to F� w o �Utr . d N z �d��Ou �zCLO .00 m 1 w,��j¢�W 9 °9 Q OM¢DA CL o Uj FWZ — 1'°^'f a'F_.i -- iQC,'!WQ- �w'�•� uj U- L ma_ XQ4K `� ,,� `v 0Z 'W mO WZi.C9Q� Z I 81 �o QQ2���> °�o 9.s' • e '+ Jv WWQ 7 . .v ° Fg�� 1 M-ZF W�Zw OOOLLJ <F 0.� -• v p' ' v� 'Y 6vO' Q wx Q W H RM z Ui Z e-N Md-� cQh Page 268 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... GATE VALVE TO BE LEFT IN PLACE AND INCLUDED IN TEMPORARY CONNECTION TESTING AND DISINFECTION OF WATERMAIN ITEM NEW AFTER LESS THAN ONE PIPE TEMPORARY THRUST BLOCK CAP SOLID SLEEVE OR BELL END NEW OR EXISTING (� pp GATE VALVE II II IL. SOLID SLEEVE --/ GATE VALVE (TYPICAL) SAMPLE TAP (ALSO USED FOR CHLORINE INJECTION AND PRESSURE TESTING) DOUBLE CHECK VALVE FILL LINE /BY —PASS CONNECTION ASSEMBLY OR TESTABLE (MINIMUM SIZE AND NUMBER AS BACKFLOW PREVENTER DEVICE PER TABLE BELOW) TYPICAL TEMPORARY CONNECTION FOR WATERMAINS NTS REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES (276kPa /40 PSI RESIDUAL PRESSURE IN WATERMAIN) II NO. 1 REVISION I APWD DATE TOWN OF COLLINGWOOD APR'D: EDH "DATE:APIR WN TEMPORARY CONNECTION L 'q FOR WATERMAINS STD. No. Page 269 of 366 FLOW REQUIRED SIZE OF TAP TO PRODUCE PIPE DIAMETER 0.76m /s (APPROX) 25 38 51 NUMBER OF OPEN VELOCITY IN MAIN 64mm HYDRANT OUTLETS mm I/ NUMBER OF TAPS S ON PIPE 100 6.3 1 150 12.6 — 200 25.2 — 2 1 1 250 37.9 — 2 2 1 300 56.8 — — 3 2 400 109.9 — — 4 2 REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES (276kPa /40 PSI RESIDUAL PRESSURE IN WATERMAIN) II NO. 1 REVISION I APWD DATE TOWN OF COLLINGWOOD APR'D: EDH "DATE:APIR WN TEMPORARY CONNECTION L 'q FOR WATERMAINS STD. No. Page 269 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... TWO HEAVY -DUTY GAUGE 'T' BARS PER TREE, 2400mm LONG, LOCATED AWAY FROM ALL BRANCHES, ONE ON THE SIDE OF PREVAILING WIND, THE OTHER ON THE OPPOSITE SIDE. DQ NOT DRIVE STAKES THROUGH RQOT BALL ► s-1- 150mm — SCARIFIED SOIL '' '' BURLAP TIES, MIN. 25mm WIDE, LOOPED IN A LOOSE FIGURE '8' AROUND TRUNK OF TREE 100mm DIA. PLASTIC CORRUGATED DRAINPIPE, TO MAX 500mm OR LOWEST BRANCH CROWN OF ROOT BALL 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE CLEAN SHARP EDGE BETWEEN SAUCER AND SOD /PAVING SOD FINISH GRADE PLANTING SOIL MIXTURE 150mm SCARIFIED SOIL CUT AND REMOVE TOP 1/3 OF BURLAP, REMOVE ALL SIDES OF WIRE BASKET AND ALL TIES SUBGRADE 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE PLANTING SOIL MIXTURE VARIES WITH SLOPE SLOPE PIT BOTTOM FOR DRAINAGE SUBGRADE N 1. DO NOT ALLOW AIR POCKET'S WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 50mm ABOVE FINISH GRADE TO ALLOW FOR SETTLING. 3. DO CORRECTIVE PRUNING TO RETAIN NATURAL FORM OF TREE AS DIRECTED BY THE LANDSCAPE ARCHITECT. 4. FOR TREES PLANTED WITHIN PLANTING OR SHRUB BEDS, DELETE SAUCER AROUND BASE OF TREE. 5. ALL DIMENSIONS ARE IN MILLIMETRES. 6. NO TREE PITS SHALL BE LEFT OPEN OVERNIGHT. NO. ! REVISION APR'D DATE TOWNSHIP OF ®RO®9t►OEDI`d I APR 'D:- - --- DATE: 2012 DRAWN: SCALE NTS DECIDUOUS TREE PLANTING STD, No. i10 f Page 270 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... NOTES 1. DO NOT ALLOW AIR POCKETS WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 50mrm ABOVE FINISH GRADE TO ALLOW FOR SETTLING. 3. FOR TREES PLANTED WITHIN PLANTING OR SHRUB BEDS, DELETE SAUCER AROUND BASE OF TREE. 4. ALL DIMENSIONS IN MILLIMETRES. 5. NO TREE PITS SHALL BE LEFT OPEN OVERNIGHT. SOD 150mm SCARIFIED SOIL ... ­.. I-" ON A SLOPE I N0, REVISION APR'p DATE TOWNSHIP OF ®R — MEDONTE CONIFEROUS TREE PLANTING DO NOT DAMAGE OR CUT LEADER BRANCH BURLAP TIES, MIN. 25mm WIDE, LOOPED IN A LOOSE FIGURE '8' AROUND TRUNK OF TREE TWO HEAVY --DUTY GAUGE 'T' BARS PER TREE, 2400mm LONG, CLEAR OF ALL BRANCHES, ONE ON THE SIDE OF PREVAILING WIND, THE OTHER ON THE OPPOSITE SIDE. DO NOT DRiV___ Ems; THROUGH ROOT BALI CROWN OF ROOT BALL 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE SOD "LEAN SHARP EDGE BETWEEN =DGE OF SAUCER AND SOD 150mm SCARIFIED SOIL ILANTING SOIL MIXTURE ;UT AND REMOVE 1/3 OF 3URLAP. REMOVE ALL SIDES )F WIRE BASKET AND ALL TIES .iUBGRADE 75mm SHREDDED PINE BARK MULCH (NOT DYED) CREATE 150mm SAUCER AROUND TREE FINISH GRADE PLANTING SOIL MIXTURE VARIES WITH SLOPE SLOPE PIT BOTTOM FOR DRAINAGE SUBGRADE DATE: 2012 SCALE: NTS STD. Nos P I O L Page 271 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... 1 00m EARTH BERM AROUND EDGES OF PLANTING BED CLEAN SHARP EDGE- BETWEEN PLANTING BED AND SOD EXISTING GRADE -� BEYOND i z f 1 TYPICAL SHRUB PLANTING CLE BED BED EXIS BEY( SOD PLANTING ON 3:1 SLOPE DETAIL I NC.I REVISION APR'D DATE MIN. 75mm SHREDDED PINE BARK MULCH (NOT DYED) LANDSCAPE FABRIC TO BE CONTINUOUS THROUGHOUT PLANTING BED, INSTALL AS PER MANUFACTURER'S SPECIFICATIONS, B &B ROOTBALL LOOSEN AND ROLL BACK TOP )� OF BURLAP ON ROOT BALL POTTED ROOTBALL, REMOVE CONTAINER AND MAINTAIN SOIL BALL PLANTING MIXTURE MIN. 150mm TAMPED SOIL MIXTURE SCARIFIED SUBGRADE UNDISTURBED SUBGRADE 100mm EARTH BERM ON DOWNWARD SIDE OF ALL PLANT MATERIAL COMPACTED SLOPE LANDSCAPE FABRIC AND /OR EROSION CONTROL MAT TO BE CONTINUOUS THROUGHOUT PLANTING BED. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 0911m 1. DO NOT ALLOW AIR POCKETS WHEN BACKFILLING. 2. POSITION CROWN OF ROOT BALL 25mm ABOVE FINISH GRADE TO ALLOW =0R SETTLING. 3. ALL DIMENSIONS IN MILLIMETRES, TOWNSHIP OF ®RO-1{IEEDONTE DRAWN: SCALE: NTS SHRUB PLAITING STD. No. (1() 3 Page 272 of 366 10c) Report No. TES2013 -11, Jerry Ball, Director of Tran... Page 273 of 366 el W o VI B m za �a0 °n n °6, z ( CO UQO z,. 0 �' 8 ¢CW i, V) .4, e)uj �m .�]4 i I a CL v+ I a w l i Ld E ® c - w F- C I( m 1. wa F- :g a Z ii F '¢ W m LLJ 4. wiz z J V�� 4 0-0 0 Q 6 U O v0 w CL im v�0 w vs� �0 ad � a A � �a e a 0 I--U XWQm r+# 0Q cj Q {— —0 t^r w D az 0 aw a w V V) �Uj o ✓ w 00 00 rK y' 42 M C wNa 0 cc m P5 Ll< lax LL, >r !k zUI Wzma f — — — �y(6C UT Oz I z$c,¢� &i ^_3-4 y o F= x �.. c� O z C�z' CO6 ! X506 CS6` 6- vo0 .� Cd Nl fi KT Page 273 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... `�au�nslai� of ' REPORT Proud Heritage, Exciting Future Report No. To: Prepared By: DS2013 -034 Council Andria Leigh, Director Develo ment Services Meeting Date: Subject: Motion # June 5, 2013 Request for Temporary 2nd Dwelling — 327 Line 15 South — Linda Sherwood Roll #: R.M.S. File #: 4346- 030 -012- 265000000 RECOMMENDATION(S): Requires Action ❑ For Information Only It is recommended 1. THAT Report No. DS 2013 -034 be received and adopted. 2. THAT Council authorizes the request of Linda Sherwood to temporarily reside in the existing dwelling which will be demolished after the completion of the new dwelling to a maximum of twelve months from the time of issuance of the new dwelling building permit. 3. AND THAT the Clerk bring forward the appropriate by -law authorizing the attached agreement to this effect. BACKGROUND: The subject property is approximately 86 acres, and is located on the south -east side of the intersection of Line 15 South and the Rail Trail (See Attachment #1). There is an existing dwelling located on the property, which was constructed in approximately 1964. The applicant is proposing construction of a new dwelling, and is requesting Council's permission to temporarily reside in the existing dwelling, which will be demolished after completion of the new home. The applicants are intending to begin new construction in the summer of 2013 and based on further discussions anticipate the construction to be completed in a period of approximately 12 months. They are requesting permission from the Township to maintain the existing dwelling for the 12 month period. The Township's Comprehensive Zoning By -law 97 -95 only permits one dwelling per property, therefore permission is required in order to allow the new permit to be issued prior to demolition of the existing dwelling. ANALYSIS: The Township has historically allowed owners to temporarily reside in existing dwellings or trailers and allow for a building permit to be issued for a new dwelling. This practice has been followed contrary to the Township's Zoning By -law, which only allows one dwelling per property; however is a reasonable compromise to assist owners in these cases. A financial deposit and DEVELOPMENT SERVICES June 5, 2013 Report No. DS2013 -034 Page 1 of 6 Page 274 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... agreement (see Attachment 42) stipulating the terms of the approval will be required to be executed with the owners which ensures compliance after the new dwelling is complete. Council has established a precedent of granting one -year temporary permissions on other properties in the Township; as noted above, the applicants are requesting consideration for this to be extended to a period of 12 months; should this not be considered favorably by Council it is anticipated that the applicant's will not be completed after the one year time frame and will be back before Council for a 6 month extension to the agreement. As the applicants are required to post securities in the amount of $ 20,000.00 to ensure the removal of the original dwelling, it is anticipated that the applicant will expedite the conversion in order to have their securities returned expeditiously. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: A $20,000 security deposit is required prior to issuance of a building permit for the new dwelling to ensure removal of the existing dwelling once the new dwelling is constructed. POLICIES /LEGISLATION: Planning Act The Building Code Act I CORPORATE STRATEGIC GOALS: I Service Excellence — To provide a welcoming, courteous and professional culture of service excellence on the part of Council and Township staff Sustainability — To build an increasingly sustainable community with regard for, and sensitivity to the needs of future generations. CONSULTATIONS: Mrs. Sherwood ATTACHMENTS: Attachment # 1 — Draft By -law and Agreement Attachment #2 - Location Map DEVELOPMENT SERVICES June 5, 2013 Report No. DS2013 -034 Page 2 of 6 Page 275 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... CONCLUSION: Approval of the attached agreement to permit the landowner to reside in the existing dwelling for a maximum twelve month period while the new dwelling is being constructed is considered appropriate and should be authorized. Respectfully submitted, 1 r Andria Leigh, MCIP, PP Director of Development Services SMT Approval / Comments: C.A.O. Approval / Comments: DEVELOPMENT SERVICES Report No. DS2013 -034 June 5, 2013 Page 3 of 6 Page 276 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... ATTACHMENT #1 THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -101 BEING A BY -LAW TO AUTHORIZE THE EXECUTION OF AN AGREEMENT BETWEEN THE TOWNSHIP OF ORO- MEDONTE AND LINDA SHERWOOD TO ALLOW FOR TWO DWELLINGS WHEREAS the Municipal Act, 2001,S.O. 2001, c.25, Section 224, as amended, states that it is the role of Council to ensure that administrative practices and procedures are in place to implement the decisions of Council; AND WHEREAS the Council of The Corporation of the Township of Oro - Medonte deems it desirable to enter into an agreement dated June 5, 2013, for a 12 month period from the date of building permit issuance, with Linda Sherwood to temporarily reside in the existing dwelling which will be demolished after the completion of the new dwelling at 327 Line 15 South, West Part of Lot 16, Concession 2 (Orillia), Township of Oro - Medonte. NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: THAT the Mayor and Clerk be authorized to execute the Agreement attached hereto as Schedule "A" and forming part of this By -Law; 2. THAT this by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST AND SECOND TIME THIS 5TH DAY OF JUNE, 2013. BY -LAW READ A THIRD TIME AND FINALLY PASSED THIS 5TH DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin DEVELOPMENT SERVICES Report No. DS2013 -034 June 5, 2013 Page 4 of 6 Page 277 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... Schedule "A" to By -law No. 2013 -101 AGREEMENT In consideration of receiving a building permit from the Township of Oro - Medonte, I, Linda Sherwood, of the Township of Oro - Medonte (formerly Township of Medonte) in the County of Simcoe, covenant and agree as follows: 1. That I am the registered owner of West Part of Lot 16 Con 2 being more particularly described as 327 Line 15 South Oro - Medonte. 2. That I have applied to the Council of the Corporation of the Township of Oro - Medonte for permission to temporarily reside in our existing dwelling on the above - mentioned lands, at the same time as a new dwelling is under construction on those same lands, wherein such procedure is not provided for under the provisions of the Township of Oro - Medonte's Zoning By -law as amended. 3. That I hereby acknowledge that permission has been given by the Council of the Corporation of the Township of Oro - Medonte subject to the following provisions: a) That such permission is granted for the twelve month period from permit issuance or until completion of the proposed new dwelling, whichever is the lesser period of time; and b) That on completion of the new dwelling, as evidenced by a Provisional Occupancy Certificate, the existing dwelling is to be removed within one month to the satisfaction of the Township's Chief Building Official; and C) That application to the Township of Oro - Medonte for a temporary use permit will be made forthwith (Fee $100.00). 4. That certified funds in the amount of $20,000.00 be retained by the Corporation of the Township of Oro - Medonte until the above - mentioned conditions are fulfilled to the sole satisfaction of the Township. a) Failure to comply with the aforementioned conditions will result in the Corporation of the Township of Oro - Medonte redeeming the certified funds at its sole discretion. 5. That I hereby agree to the terms and conditions set out above. 6. It is understood that failure to comply with the terms and conditions as set out herein, shall release and save harmless the Corporation of the Township of Oro - Medonte from pursuing such litigation, as may be necessary to secure compliance or conformity with any applicable Municipal By -law or provincial Regulation as may be provided for. 7. 1 hereby covenant and agree to indemnify and save harmless the Township of Oro - Medonte from all costs, claims, liability and actions which may result or arise from the issuance of the building permit or the entering into of this agreement. Date Linda Sherwood, Owner Mayor, H. S. Hughes Witness DEVELOPMENT SERVICES Report No. DS2013 -034 Clerk, J. Douglas Irwin June 5, 2013 Page 5 of 6 Page 278 of 366 10d) Report No. DS2013 -034, Andria Leigh, Director of De... ATTACHMENT #2 w z J SUBJECT PROPERTY DEVELOPMENT SERVICES Report No. DS2013 -034 June 5, 2013 Page 6 of 6 Page 279 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Township o f REPORT ' Proud Heritage, Exciting Future Report No. To: Prepared By: Council Shawn Binns, Director of RC 2013 -12 Recreation and Community Services Meeting Date: Subject: Motion # June 5, 2013 Ice Allocation Policy Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action For Information Only It is recommended: 1. That report RC2013 -12 be received and adopted; 2. That the Draft Ice Allocation Policy be approved and implemented as outlined herein; 3. That staff bring forward a revised policy on Facility Rental Regulations /Conditions prior to the start of the 2013/2014 Ice Season; 4. And that the Oro - Medonte Community Arena users be informed of Council's decision. BACKGROUND: The current ice allocation policy, PP -PR -005 was enacted by Council in 1994 and since this time has provided a framework for the allocation of ice time at the Oro - Medonte Community Arena. The policy provides guidance on the procedures for allocation of ice time, considering factors such as prioritization, locality, utilization, community /user group needs and historical precedent. In addition, ice users have been flexible to adjust allocated times to accommodate changing needs such as increased registrations in minor sports and opportunities such as special events or new leagues such as the Oro - Medonte 77's. In 2011, the Recreation Technical Support Group received correspondence from the Oro - Medonte Old Timers League requesting that the prime time provided to Oro Minor Hockey be reduced and an earlier time be provided to the league citing perceived concerns of decreasing enrolment and Oro Minor Hockey ice utilization. In 2012, Oro Minor Hockey approached the Recreational Technical Support Group to consider amendments to the policy to provide additional prime time to Oro -Minor Hockey and to recognize the priority of minor sports in the policy. Recreation and Community Services Report No. RC2013 -12 June 5, 2013 Page 1 of 7 Page 280 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Although the dated policy and procedure is reasonably consistent with the current method/practice of identifying priorities for the allocation of ice time, it is not sufficiently detailed to address the complexities of responding to rapidly changing community needs and conflicting user demands. ANALYSIS: 7 The Township of Oro - Medonte has one arena; the Oro - Medonte Community Arena located at 71 Line 4 North to serve Township residents. Arena facilities and programming in other municipalities such as Midland, Springwater, Severn, Barrie, and Orillia also serve Township residents. Ontario Minor Hockey boundaries also extend beyond municipal lines. For example, children and youth in the northern portion of the Township fall within the catchment area of Coldwater Minor Hockey. Over the past number of years the Oro- Medonte Community Arena has been operating at utilization rates averaging approximately 92% of prime time and 80% non -prime time. The Strategic Facility Plan (SFP) completed in 2010 provided a comprehensive review of facility needs by assessing trends, fiscal considerations, demographic and population projections, plans in surrounding communities and was developed with significant public input. The plan provides a comprehensive strategy looking out to 2030. Specifically relating to indoor ice surfaces, the plan identified the need for the Township to provide one arena until approximately 2020 at which time there may be a need to provide an additional ice surface. This is based on the assumption of maintaining status quo of the current regional provision of arenas. If the Coldwater Arena was to be discontinued a need may exist to further assess the provision of indoor ice facilities. The high utilization and demand for prime -time ice has resulted in challenges in meeting the needs of current and prospective users and conflicting user demands. The Recreation and Community Services Department has the mandate and responsibility to manage the allocation of ice with the objective of maximizing cost recovery and ensure as many community users are able to participate and benefit from arena programs while meeting the changing needs of the community. The draft Ice Allocation Policy was developed with this objective as the intended outcome. The draft allocation policy aims to: • Clearly define and communicate how ice will be managed, allocated, and distributed; • Serve as a guide to allocate ice in a fair, equitable, and transparent manner; • Recognize the tax supported nature of the arena and the importance of optimizing the net benefits of the facility to the community; • Promote and encourage physical and social activities and participation in ice sports; • Recognize the importance and benefits of minor sports programs in the development of children and youth and the overall health of the community Recreation and Community Services Report No. RC2013 -12 June 5, 2013 Page 2 of 7 Page 281 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... In preparing the proposed policy staff reviewed ice allocation practices and policies from neighbouring communities and received copies of current policies from Bracebridge, Gravenhurst, Owen Sound, and Springwater. These policies vary in terms of allocation of ice time attributed to various users and levels of play, but all use some degree of consideration of registration levels as a basis for establishing the hours of ice time for the next season. Extensive consultation with user groups and benchmarking with like municipalities was also undertaken. ICE ALLOCATION PRIORITIES The proposed ice allocation framework provides a hierarchical priority ranking as follows: Priority # 1: Township Programming Priority # 2: Minor Sports Priority # 3: Adult Leagues /Seasonal Rentals Priority # 4: Casual Rentals Priority # 5: Commercial (For Profit) Rentals * Primary commitment is made to allocate prime time ice to meet the needs of the first 2 categories in considering the parameters outlined within the draft policy. *Consideration is given to community needs /benefits and number of participants ICE ALLOCATION PROCESS The draft policy also provides specific guidelines and considerations to guide the allocation to Minor Sports Organizations to ensure they are able to meet their programming needs. Specifically the policy considers: -Age of participants -Availability of coaching staff -Hours that best suit before and after school program *Level of play i.e. local vs. representative -Game times vs. practice times -Optimized utilization of ice time -Size of teams -Programming needs Specific formulas are provided to determine the annual allocation as follows: Components: a.Base allocation b.Registration #'s of each minor sport group Recreation and Community Services Report No. RC2013 -12 June 5, 2013 Page 3 of 7 Page 282 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Oro Skating Club Base allocation of ice time for the Oro Skating Club will be calculated utilizing the Skate Canada program guidelines as a baseline. Prime and non -prime allocations will be reviewed using the prioritization criteria and factors listed above. Formula: Level of skate (x) recommended minutes /skater /week (x) # of skaters = the allocation of hours required to comply with of the guideline requirements set out by Skate Canada Oro Minor Hockey Base allocation (core ice season) of ice time for Oro -Minor Hockey will be calculated using the prior year's ice allocation of prime and non -prime time to determine weekly hours per player in each time category. This base would then be multiplied by the number of current registrations to determine total weekly prime and non -prime hours. The prime to non -prime time ratio shall remain consistent with base allocations unless a there is a significant shift in the factors noted above. Formula: Base allocation prime x # of players = hours of prime /week Base allocation non -prime x # of players = hours of non - prime /week Consideration will also be given to changes in the amount of local league and representative level play or significant variance with ice time provided to minor hockey associations in benchmark facilities /leagues. Adult Leagues/ Seasonal Renters Leagues /Seasonal renters are defined as groups that use ice on a weekly basis over the core season. The Township recognizes long term customers /users and will endeavor to honor historical precedence where appropriate. Adult leagues /seasonal renters are required to commit to the 28 week core season unless unwanted time can be used by Minor Sports. *Consideration will be given to community needs /benefits and number of participants Casual renters Casual renters /private rentals will be provided ice rental opportunities following the allocation to minor sports and adult leagues /seasonal renters on a first come first served basis with consideration given to optimizing benefits where appropriate. Core Season The proposed core winter season is comprised of twenty eight (28) consecutive weeks beginning on the second Saturday following Labour Day and ending on the first Saturday of April. For Minor Hockey the core season ends the third Sunday in February coinciding with outcomes from playoffs. All minor sports groups and adult leagues /seasonal renters are required to commit to the 28 week core season unless unwanted time can be used by Minor Sports. Recreation and Community Services June 5, 2093 Report No. RC2013 -12 Page 4 of 7 Page 283 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Given the tight timeline for implementation prior to the start 2013/2014 season it is recommended that this requirement be deferred until 2014/2015 to allow time for groups to prepare and plan accordingly. HISTORICAL PRECEDENT The draft policy recognizes that it is advantageous to maintain a reasonable amount of consistency in ice time scheduling from year to year and therefore due consideration will be given to the allocation of ice according to previous years. Significant changes to ice allocations shall be based on significant changes to registration levels, composition and /or other emerging trends and needs. The priority allocation in section B and the process and factors contained in section D of the policy form a general framework and process for ice allocation. It is recognized that these guidelines assist in making the process more objective; however, some degree of subjectivity is required to ensure congruence with the purpose and intended outcomes of the policy. ICE RENTAL REGULATIONS /POLCIES The draft policy consolidates a number of other policies specifically relating to ice cancellation, scheduling timelines, establishment of fees and charges, payments, and clarification on permitted ice times. Proposed amendments /additions include: • Requirements for commitment over core season (D -1, D -2) • Clarification that sub - letting ice time is not permitted (E -1) • Clarification on dates for permitted cancellations for Minor Hockey to coincide with outcomes of playoffs (E -2) • Scheduling timelines (G) • Policies on exceeding scheduled ice time (1) • Payment policies (K) The proposed amendments would require changes to policy POL -PR -06 Facility Rental Regulations /Conditions Oro - Medonte Community Arena. This policy is also dated and requires further amendment. Staff is currently reviewing the policy and will bring forward a draft policy for Council's consideration so as to enable implementation prior to the 2013/2014 ice season. PROPOSED IMPLEMENTATION Over the years, time periods exist that have seen historical users starting at half hour times, rather than on the hour. while this doesn't create a significant impact in non - prime time, it creates a significant issue with optimization of prime time. For example 1.5 hours /week of weekday prime time is currently unrentable, resulting in 42 lost hours and $8064 in lost revenue over the course of a season. It is recommended that staff work with the three user groups Men's Rec, Old Timers, and the Zambonies in addition to the minor sports groups to eliminate this lost time for 2013/2014 season and that the time be allocated in accordance with the proposed policy. Historical precedent has also created a conflict in a tournament traditionally held by the Old Timer's in February with time that Oro Minor Hockey could use for home games during playoffs. It is recommended that staff work with both of these groups in attempt to accommodate a date for the tournament which does not interfere with playoffs. Recreation and Community Services June 5, 2013 Report No. RC2013 -12 Page 5 of 7 Page 284 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Balancing the needs of multiple stakeholders is not an easy task, nor is implementing any change endeavor. Achieving the objective of optimized facility use will require the commitment and cooperation of all arena users and may require time and flexibility to fully implement. It will mean that tradeoffs will be required with benefits to some groups, potentially negative impacts to others with both experienced by some organizations. It is recommended that this draft policy be implemented for 2013/2014 ice season and reviewed immediately following the upcoming ice season. It is also recommended that flexibility be granted in administering the policy in the first year of its implementation. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: 71 Eliminating the 30 min gaps will increase revenue by $8064. Increasing time to minor sports will impact levels of subsidy. Current annual subsidization for Minor Sports is approximately $50,000 and $7,000 for Oro -Minor Hockey and the Oro - Skating Club respectfully. Ice formulas will ensure a proportional use of both prime and non -prime ice time for Oro -Minor Hockey. In 2011 -2012 Oro -Minor Hockey reduced its non -prime usage from 175 annual hours to 57, a reduction of 118 hours or $14,160 in revenue at which dropped non -prime utilization from 80% to 60 %. In 2012/2013 Oro -Minor increased non - prime utilization to 101 hours which following the proposed policy would become a component of its 2013/2014 base allocation. POLICIES /LEGISLATION: • Strategic Facility Plan • Policy PP -PR -005 Ice (Allocation) • Policy POL -PR -06 Facility Rental Regulations /Conditions Oro - Medonte Community Arena CORPORATE STRATEGIC GOALS: • Quality of Life • Safe and Healthy Community • Service Excellence • External Relations • Financial Stewardship CONSULTATIONS: • Recreational Technical Support Group • Oro Minor Hockey • Oro Skating Club • Surrounding municipalities • Current arena users Recreation and Community Services June 5, 2013 Report No. RC2013 -12 Page 6 of 7 Page 285 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... ATTACHMENTS: • Draft Ice Allocation Policy • Policy PP -PR -005 Ice (Allocation) • Policy POL -PR -06 Facility Rental Regulations /Conditions Oro - Medonte Community Arena • Usage statistics 2007 -2012 CONCLUSION: The proposed draft Ice Allocation Policy aligns with policy objective of optimizing ice utilization and the overall net benefit to the community. The policy recognizes the importance of minor sports programs in the overall health of the community and provides a process to allocate ice in a fair, equitable, and transparent manner. Respectfully submitted: 1 Shawn Binns Director, Recreation and Community Services C.A.O. Approval / Comments: Recreation and Community Services June 5, 2013 Report No. RC2013 -12 Page 7 of 7 Page 286 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Ice Time Allocation Policy Policy Statement The Township of Oro - Medonte Community Arena is made available for the citizens of Oro - Medonte and the general public. The Township of Oro - Medonte Recreation and Community Services Department has the responsibility to manage the allocation of ice, maximize revenue and ensure as many community users are able to participate in arena programs on an annual basis to reflect population, registration, utilization and participation patterns. The draft allocation policy aims to: • Clearly define and communicate how ice will be managed, allocated, and distributed; • Serve as a guide to allocate ice in a fair, equitable, and transparent manner; • Recognize the tax supported nature of the arena and the importance of optimizing the net benefits of the facility to the community; • Promote and encourage physical and social activities and participation in ice sports; • Recognize the importance and benefits of minor sports programs in the development of children and youth and the overall health of the community. A: Definitions Al: Rental Categories a) Township Programming: Shall include all Preschool Skates, Senior Skates, Youth and Adult Skates, Holiday Skates, and other on ice Township programming /events. b) Township Minor Sports Groups: Shall include groups whose participants are children (19 and under), and are actively providing an organized programming, instruction, or league. Example groups are Oro Minor Hockey, Oro Skating Club. Criteria for Eligibility of a Minor Sport Group: o Be non profit o Be guided by a constitution and bylaws o Provide an annual financial report to the Municipality o Have an elected Board of Directors that hold regular meetings with the majority of board members residing in the Township o Majority of participants are Oro - Medonte residents o Actively providing a program of activities for children 19 years and younger Page 287 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... c) Adult Leagues /Seasonal Renters: Shall include all groups or individuals who rent one hour or more weekly over the core season. d) Casual Rentals: Shall include any individuals, resident or non - resident which sign a rental permit. e) Commercial Rentals: ie. For Profit Groups A2: Time Categories a) Prime Time shall be considered as follows: Monday to Friday 4:00 pm to 12:00 am Saturday and Sunday 6:00 am to 12:00 am Statutory Holidays b) Non -Prime Time shall be considered as follows: Monday to Friday 6:00 am to 4:00 pm • Game and practice time will be allocated in 50 minute periods, followed by a 10 minute flood time. • User groups will determine game structure and duration (ie. Stop time, straight time, etc) A3: Core Ice Season The proposed core winter season is comprised of twenty eight (28) consecutive weeks beginning on the second Saturday following Labour Day and ending on the first Saturday of April. For Minor Hockey the core season ends the third Sunday in February coinciding with outcomes from playoffs. B: Priorities a) Priority # 1: Township Programming b) Priority # 2: Minor Sports c) Priority # 3: Adult Leagues /Seasonal Renters d) Priority # 4: Casual Rentals e) Priority # 5: Commercial Rentals * Primary commitment is made to allocate prime time ice to meet the needs of the first 2 categories in considering the parameters outlined within this policy. *Consideration will be given to community needs /benefits and number of participants C: Township Programming The Township provides a variety of public skating opportunities throughout the ice season. Public skating is provided for seniors, children, and the general public providing affordable active recreational opportunities for the community. In addition from time to time the Township may organize special community events. Page 288 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... D: Ice Allocation Process D1— Minor Sports The following formulas will be used as a guideline in determining the base ice allocation for minor sport groups. It is recognized that other factors influence the suitability of ice time hours for certain groups. These factors as listed will also be considered: • Age of participants • Availability of coaching staff • Hours that best suit before and after school program • Level of play i.e. local vs representative • Game times vs. practice times • Optimized utilization of ice time • Size of teams • Programming needs Allocation Formulas a) Components: a. Base allocation b. Registration #'s of each minor sport group b) Base allocation of ice time for the Oro Skating Club will be calculated utilizing the Skate Canada Program Guidelines as a baseline. Prime and non -prime allocations will be reviewed using the priority ranking and factors listed above. Formula: Level of skate x recommended minutes /skater /week x # of skaters = the allocation of hours required to comply with of the guideline requirements set out by Skate Canada c) Base allocation (core ice season) of ice time for Oro -Minor Hockey will be calculated using the prior year's ice allocation of prime and non -prime time to determine weekly hours per player in each time category. This base would then be multiplied by the number of current registrations to determine total weekly prime and non -prime hours. The prime to non -prime time ratio shall remain consistent unless a there is a significant shift in the factors noted above. Formula: Base allocation prime x # of players = hours of prime /week Base allocation non -prime x # of players = hours of non- prime /week Consideration will also be given to changes in the amount of local league and representative level play or significant variance with benchmark facilities /leagues. D -2 —Adults Leagues /Seasonal renters (One hour or more weekly over core season) Leagues /Seasonal renters are defined as groups that use ice on a weekly basis over the core season. The Township recognizes long term customers /users and will endeavor to honor historical precedence where appropriate. Adult leagues /seasonal renters are required to commit to the 28 week core season unless unwanted time can be used by Minor Sports. *Consideration will be given to community needs /benefits and number of participants Page 289 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Casual renters Casual renters /private rentals will be provided ice rental opportunities pending the allocation to minor sports and adult leagues /seasonal renters. D -3: Historical Precedent It is recognized that it is advantageous to maintain a reasonable amount of consistency in ice time scheduling from year to year and therefore due consideration will be given to the allocation of ice according to previous years. Significant changes to ice allocations shall be based on significant changes to registration levels and composition or other emerging trends and needs. The priority allocation in section B and the process and factors contained in section D form a general framework and process for ice allocation. It is recognized that these guidelines assist in making the process more objective, however, some degree of subjectivity is required to ensure congruence with the purpose and intended outcomes of the policy. E -1: Sub - letting of Ice Time No group or individual may sub -let any ice time contracted to them, to any other group or individual. E -2: Ice Cancellation /Transfer Policies Minor Sports • Season's ice permits must be finalized by July 31 of each year for the season commencing in September. • Should the permit not be finalized by July 31, ice times may be offered to other user groups. • No cancellations or refunds will be granted upon the finalization of the ice permit — Exceptions will be made if the ice can be re- rented, in which case a full refund will be issued. • Cancellations and full refund will be granted at the end of the core ice season (after the third Sunday in February) to accommodate playoffs upon receiving written notice within 5 business days of the booking. • No cancellations will be permitted during March break. Adult Groups /Casual Renters • Season's ice permits must be finalized by July 31 of each year for the season commencing in September. • Should the permit not be finalized by July 31, ice times may be offered to other user groups. • Cancellations and full refund will be granted upon receiving written notice within 15 business days of the booking. No refund will be provided for cancellations outside of this period. • No cancellations will be permitted during March break. • The exchange of booked time between individual teams or organizations is not permitted without proper written permission from the Recreation and Community Services Department. • Ice rates will reflect the category of the new user (for example: if any adult league takes over ice for a Minor league, they would pay the adult league non - subsidized rate as per the fees and charges by -law. Page 290 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Additional Notes: • Business day is defined as a day whereby the Township Administration Office is operational. • Failure by any renter /group to adhere to the rental regulation /conditions noted herein may result in the cancellation of the renters /groups entire booking. F: Ice Allocation —Tournaments and Special Events Requests for the allocation of ice time for tournaments and special events shall only be considered if received in writing from the sponsoring group. The exact dates for these events should be submitted with the ice time request of each group in March of each year and will be confirmed before the beginning of each season. Requests for tournaments and special events will be considered on an individual basis and will take into consideration the following criteria: a) Sponsoring Group b) Time and date of event c) Amount of ice time required d) Activity e) Benefit to the community f) Purpose of event g) Designation of proceeds or profits from event G: Ice Allocation Schedule —Guideline The normal date for submission of all ice time requests will be May 1st of each year. The allocation process will be completed before July 31st of each year (dates subject to change) H: Ice Re- Allocation Refers to the re- allocation of ice time that is no longer required by a seasonal contract rental group (i.e. — a regular user folds or a league /group decreases their required hours due to decreased registration) Seasonal Contract: Ice time that becomes available shall be re- allocated in accordance with criteria as outlined in this policy. I: Permitted Ice Time It is understood and agreed that for the purpose of ice rental, one (1) hour of rental includes: fifty (50) minutes of time during which the ice may be used by the user and ten (10) minutes of maintenance time, during which the User shall remain off the ice surface. On occasion, the Arena has been able to show a courtesy of allowing an ice rental either 10 minutes prior to the rental or 10 minutes following the rental, when the ice may be available. User Groups that exceed their scheduled ice rental will be requested and expected to vacate the ice. The Township of Oro - Medonte understands leagues may have a policy as to whether or not a game will apply a curfew (i.e. coaches' determine prior to game) and that some games (i.e. playdowns) require to be played out, but it cannot run into another User Groups' ice time. With that in mind, User Groups are requested that when scheduling games they need to consider contingencies (have a buffer) to ensure their ice time does not go over the permitted time. Ice time cannot exceed the ice time that has been Page 291 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... allocated (scheduled), as this creates a significant inconvenience for following users. The Township recognizes that circumstances may arise that are out of a groups control (i.e. accidents and injuries). In these cases the user group will be billed for any additional time incurred. J: Ice Rental Rates a) Ice rental rates will be reviewed on an annual basis and recommendations for any changes or adjustment made to Council for approval. b) Ice rental rates are governed by the fees and charges by -law. K: Ice Allocation — Payment for Ice a) Payments shall be made prior to all private /commercial ice rentals i.e. at the time of booking and no less than three (3) business days (not including your rental day) prior to the ice rental unless otherwise stipulated in the rental agreement with the Township of Oro - Medonte. Payment can be made by the following methods: cash, cheque, debit and credit card payments up to $500.00 per permit. There will be a $25.00 service charge for all NSF cheques. b) Rental payments for minor sports and leagues /casual renters are due monthly. Payments are to be received the first of each month for the upcoming month's rental. Late payments may result in forfeiture /cancellation of ice time and /or accrual of interest on overdue accounts. Page 292 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... OromMedonte Township Policy Regarding Ice (Allocation) Procedure Regarding: Section subject Page 1 of 3 Policy /Procedure Parks & Recreation Ice (Allocation) # PP -PR -005 _ Enacted By Council: January 13, 1994 ICE ALLOCATION POLICY \ A primary commitment is made to provide game and or practice time to the groups listed below, on an allocated priority basis. Priority, Leg 1. TOWNSHIP PUBLIC SKATES (Future Township Programs); 2. MINOR SPORT ASSOCIATIONS Oro Minor Hockey Association Oro Figure Skate Club Oro Ringette Association 3. ADULT ASSOCIATIONS Edgar Adult Occupational Centre Girls & Women's Hockey Association Oro Adult Leagues: Monday Night Rec League Wednesday Burton Oldtimers League Adult Skate Club 4. PRIVATE INDIVIDUAL USERS * Primary commitment is made to allocate PRIME TIME practice ice to the first 2 categories PRIME TIME is Monday to Friday from 5 p.m. to 9 p.m. and Saturday & Sunday from 7 a.m. to 9 p.m. When competition for available ice time exists, the Parks and Recreation Supervisor may give consideration to the following when allocating time: Page 293 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... 2 a) locality; b) utilization; C) special needs and, d) gender. BOOKING PERIODS Deadline for applications is March 1st. HOCKEY SCHOOL POWER SKATE - 2 week period before October 1st SEASONAL ICE - October 1st to April 5th TOURNAMENTS - Minor Associations: Christmas & March Break Monday to Friday - Burton Oldtimers: February - Skating Carnival: March (Saturday) - Recreational Mens April 1st weekend General Information * Game and practice time will be allocated in 50 minute periods, flood time is 10 minutes after the hour. * User groups will determine game structure and duration (ie. stop time, straight time, 1 hour game, etc). * Consideration will be given to the previous years's ice allocation. Assignment of ice will be based on the previous year's actual registration figures for Page 294 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... 3 number of teams and or participants. The township may adjust initial allocations after registrations for Minor Associations in order to respond to annual growth or reduction. Ice Cancellation * Minor groups, adult leagues, adult skate club, and private users interested in CANCELLING specific days or blocks of time within the booking period MUST REQUEST SUCH CANCELLATIONS when submitting applications for ice (ie. Christmas Time). * Groups WILL NOT be permitted to request cancellation dates during MARCH BREAK. * Minor groups, adult leagues, adult skate may turn back permit time after March 1 st. * Private Users may cancel permit time if 7 DAY NOTICE IS GIVEN IN WRITING. * Groups not showing up after permits have been issued will be subject to CANCELLATION. Page 295 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... The Township of Oro - Medonte Policy Section Subject Page 1 of 3 Policy/Procedure # POL -PR -06 Recreation & Facility Rental Enacted By Council: Community Regulations /Conditions Services Oro - Medonte Community Arena September 20, 2006 Revised July 11. 2012 PURPOSE To establish regulations /conditions for the rental of ice time at the Township of Oro - Medonte Community Arena. POLICY General Rental Guidelines 1) Ice rentals are based on a 50 minute hour to allow time for maintenance of the ice. The termination of the ice rental period is at the discretion of the Township's arena personnel. 2) Offices, lounge, banquet hall and other areas are to be booked separately and are not part of the facility available to users as part of the ice time rental. 3) The facility is to be used only on the dates and times specified on the contract. 4) The Oro - Medonte Community Arena is a SMOKE FREEfacility as designated by Township of Oro - Medonte By -law and the Provincial Smoke Free Ontario Act. Persons in contravention of the By -law or the Act are subject to penalty and /or fines. 5) No alcoholic beverages are allowed in the dressing rooms or any other unlicensed areas. A Special Occasion Permit may be obtained to allow alcoholic beverages in the Banquet Hall. 6) Only Township employees are allowed on the ice surface while the ice maintenance machinery is in operation. 7) Only trained personnel shall be allowed to operate the public address system and the scoreboard. Page 296 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... POL -PR -06 Page 2 8) Dressing Rooms • Dressing rooms will be available for each team or organization at least thirty (30) minutes prior to the rented ice time. • If two or more dressing rooms are required, a request must be submitted in advance to the Recreation and Community Services Department. An additional charge may apply. • Each user group is required to leave the dressing room in a clean and orderly condition. It is the responsibility of the renter to secure the dressing room. Locksets will be re -keyed within 48 hours at the renter's expense if the issued key is not returned. • Dressing rooms shall be vacated within forty five (45) minutes following the time shown on the contract. Responsibilities of Renter 1) The renter shall acknowledge and assume the risk associated with the activity to be engaged in and as such agree to indemnify and hold harmless the Township of Oro - Medonte and all agents or employees for any and all claims, lawsuits or judgments that may come about as a result of the use of the facility by the renter. 2) The renter shall be responsible for the conduct and supervision of all persons attending, and for any damages or vandalism caused by its members, officials, visiting teams and spectators. 3) The renter shall strictly adhere to the decisions and instructions of the Township's arena personnel. 4) The renter agrees that the exchange of ice time between individual teams or organizations is not permitted without prior written permission from the Recreation & Community Services Department. 5) The renter agrees to be responsible to secure the dressing room after use. Locksets will be re -keyed within 48 hours at the renter's expense if the issued key is not returned. Payment of Rental Fees 1) Seasonal rentals shall be paid by six (6) post -dated cheques. 2) User Groups must pay for ice time before going on the ice, except if previously arranged with the Recreation and Community Services Department. 3) An additional charge may apply if two or more dressing rooms are required. Page 297 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... POL -PR -06 Page 3 4) Dressing Room Locksets will be re -keyed within 48 hours at the renter's expense if the issued key is not returned. Cancellation 1) By the Township of Oro - Medonte In the event that it becomes necessary, through weather conditions, breakdowns of equipment or any other cause, for the Township to cancel a scheduled event(s) in the facility, the Recreation & Community Services Department will notify the authorized representative (Renter) of the cancellation. Every effort will be made to re- schedule booked time which has been cancelled. If it is not possible to reschedule the ice time, a full refund will be given. 2) By the Renter Notice of rental time cancellations by contract holders must be given, in writing, to the Township Office. Minor Sports • Season's ice permits must be finalized by July 31 of each year for the season commencing in September. • Should the permit not be finalized by July 31, ice times may be offered to other user groups. • No cancellations or refunds will be granted upon the finalization of the ice permit — Exceptions will be made if the ice can be re- rented, in which case a full refund will be issued. • Cancellations and full refund will be granted at the end of the season to accommodate playoffs upon receiving written notice within 5 business days of the booking. Note: Business day is defined as a day whereby the Township Administration Office is operational. Adult Groups /Casual Renters • Season's ice permits must be finalized by July 31 of each year for the season commencing in September. • Should the permit not be finalized by July 31, ice times may be offered to other user groups. • Cancellations and full refund will be granted upon receiving written notice within 15 business days of the booking. No refund will be provided for cancellations outside of this period. Note: Failure by any renter /group to adhere to the rental regulations /conditions noted herein may result in the cancellation of the renter's /group's ice time rental for the season. Page 298 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Page 299 of 366 Oro Minor Hockey Ice Usage 2007/ 2008 2008/ 2009 2009/2010 2010/2011 2011/2012 Participants 358 322 331 306 317 Prime Hours /Season 1193 1148.5 1047.5 1122.25 1020.5 Non -Prime Hours/ Season 151 177 174 175.5 57 1400 _... 1200 1000 800 - ■ Participants 600 ■ Prime Hours /Season ■ Non -Prime Hours / Season 400 200 0 2007/ 2008 2008/ 2009 2009/2010 2010/2011 2011/2012 Page 299 of 366 10e) Report No. RC2013 -12, Shawn Binns, Director of Recr... Page 300 of 366 Adult League Usage 2007/2008 2008/2009 2009/2010 2010/ 2011 2011/2012 Participants NA NA NA NA 557 Prime Hours /Season 650 626 657.5 526 445.5 Non -Prime Hours /Season 501 583.5 197.5 480.5 393.5 700 600 _m 500 400 -- -- ■ Participants 300 ■ Prime Hours / Season ■ Non -Prime Hours /Season 200 — 100 0 2007/2008 2008/2009 2009/2010 2010/ 20112011/2012 Page 300 of 366 1Oe) Report No. RC2O13 -12, Shawn Binns, Director of Recr... Oro Skating Club Ice Usage 2007/2008 2008/2009 2009/ 2010 2010/ 2011 2011/2012 Participants 731 721 771 88 86 Prime Hours / Season 1491 1311 184 167 177 Non -Prime Hours/ Season 01 01 01 0 0 • Participants • Prime Hours/ Season • Non -Prime Hours / Season Page 301 of 366 1 Of) Doug Irwin, Director of Corporate Services /Clerk, r... Verbal Matters ��(Section 12.3 of Township's Township of Procedural By -Law No. 2011 -011) Proud Heritage, Exciting Future Name: Doug Irwin, Director of Corporate Services /Clerk Item Number /Name: 4f) Heritage Committee Appointment of Chair and Vice Chair Meeting Date: 06 05 2013 Motion No.: C130605 -20 Type of Meeting: F_:�_] Council F—] Special Council Committee of Adjustment [—] Accessibility Advisory Committee Recreational Technical Support Group Speaking Notes: • The Clerk identified that per Section 6 of the Heritage Committee By -law, Council needed to appoint the Chair and Vice - Chair, prior to the Committee's first meeting scheduled for June 10, 2013. Page 302 of 366 11 a) Mayor H.S. Hughes re: Line 14 North, Old Barrie Roa... Brissette, Marie Subject: RE: streetlight question From: Korolnek, Debbie [ma ilto: Debbie. Korolnek(c ) simcoe.ca] Sent: Monday, May 27, 2013 3:56 PM To: Hughes, Harry Cc: Aitken, Mark; Meile, Christian; Hunter, Jim; Doherty, Chris Subject: RE: streetlight Hello Councillor Hughes —You asked me as a follow up question whether the County would permit the installation of a flashing beacon sign in the vicinity of Old Barrie Road / CR 11 at the expense of Oro Medonte. I checked this with staff, and because this is a traffic control measure that is warranted under the Ontario Traffic Manual (and not based on a guideline like the TAC warrant for illumination), the County would not permit this type of installation, if unwarranted, even at the expense of the local municipality. Debbie Korolnek, P. Eng. General Manager, Engineering, Planning and Environment County of Simcoe, Engineering Planning and Environment 1110 Highway #26, Midhurst, Ontario LOL 1X0 Phone: 705 - 726 -9300 Ext. 1462 Toll Free: 1- 800 - 263 -3199 Ext. 1462 Fax: 705 - 726 -9832 Email: Debbie. Korolnek(a)simcoe.ca simcoe.ca 1 Page 303 of 366 12a) Announcements of Interest to the Public: 1. Severn ... 001MIA, R WIIN1VAIW W QTRIA VVIW OMEN SOUND [EMWOROO HNIENVAL L��OO COGI4OOO nM Q OLEA1 OPEN HOUSE MSC 2@113 dk Featuring guest speaker from: Ducks Unlimited Canada Presenting: Ducks Unlimited Canada fn ,inq C.: 'A look at how effective policies protect wetlands' Learn more about what information is available to municipal decision - makers on local wetland values and how land use /resource planning initiatives such as official plan reviews and natural heritage system planning impacts wetlands. Come and meet the friendly and professional staff of the SSEA. Chat with them about their work and view our program and project displays. Find out what the SSEA * i is all about, including: 1 1 i �y - • Stream Monitoring �� 1 • Groundwater Monitoring i + r • Open Water Monitoring • Invasive Species i4l • Source Water Protection • Fish Habitat • Species at Risk fA -Tree Planting • Natural Shorelines mww do When: Thursday June 13th, 2013,3:00 pm - 7:00 pm Guest Speaker: 3:30 pm - 4:30 pm Where: Wye Marsh Wildlife Centre �CvA sod 16160 Hwy 12 East, Midland ON Q� For more Severn Sound Environmental Association information 67 Fourth Street contact: Midland ON L4R 3S9 (705) 527 -5166 Ext. 207 website: www.severnsound.ca tal ASSN CELEBRATING I 6 YhAKS Of wN i IWED SUCCESS! Page 304 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... ® Jdecaw.e 06twj .cite of quateu Simcoe ® "9� yaa watt wack a phww tgau can peach a Plead" ,o 24 -Maur 1O13txeae B&w AIIWYtl wi! taMa+a fiwnemui May 15 2013 Township of Oro Medonte Attn: Mayor Harry Hughes 148 Line 7 S, Box 100 Oro ON LOL 2X0 MAY 11 2013 C)RO -MI EC9C NTE Dear Mayor Hughes, Please convey my sincere gratitude to the Council of Oro Medonte for once again choosing to support the vital service that Telecare Distress Line of Greater Simcoe provides to our community. We have had a very busy year of community presentations leading to better awareness of our services, increased volunteer base as well as an increase in new callers to the service. We have been reaching out to seniors and their caregivers to make them aware of our new program of reassurance calls. We could not continue this outreach and provide the services without the support of the Township of Oro Medonte. If I can be of any assistance or if you require any more information about the services we provide to our community, please do not hesitate to call or email. Yours sincerely, "I'll � S eA - 'M/_1 � Catherine Blakely Executive Director ���/// �✓ / r` ` ~ Telecare Distress Line of Greater Simcoe �c 170 Colborne Street West • Orillia, ON • L3V 2Z3 Business Office: 705 - 327- 2383Email: info@telecaredistressline.com uWa aJe&wa uzui t waa litte com Page 305 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... ® Talk To us (11 TELECAR We care Need Someone to talk to? You've got a Friend at Telecom 705 - 325 -9534 705 - 728 -7922 (We do NOT have Call Display!) v� Affiliated with Lifeline International ANONYMOUS & CONFIDENTIAL. Page 306 of 366 Y W U�w Z O O Uf 0 Q O U = c .E C N = C p O Q W w p] U Q1 J v^� �/ I WQJ L C C , > o wQ..,.. w ,� o a C ^ U 0 n• �'' JMN r d-.lilt tit 7z WZU tn LO 0% LA N H O C �- y V N w -� ti 1 1 A u �.6 ? O o o O y .y �� W w a o o'� p N N � t,, a ° a)Mr%% '5yo�ov� WNW o u�� A po woo�. a� �+� a � ^^ N O c O O u O O O (n +' m w c c O M n N c o i u N C a d1 c O Q v N O fN E O +1 > t6 N >� O7 U C � C N c p N i N J O u c c N U �° O .� m E +� O n a ` 3 m S +� S c s O E +� u O L co y O 6 O y 0 0 0 �_ Q N +, LO c c: — N c O c O L c O u 0 O — 'O O 61 a U O c E O a� +, U c N '� O U O Ln N O O m N E m ui 2 u Q E E +, :3 U O O 07 c�6 Z c6 0 Q Q O p c ai 0 0 0 N N O 12b) Correspondence dated May 15, 2013 from Catherine BI... E.E�, N a] E 0)— CL U N a)-O N N 0O +1 C M V -F- 0 -0 C tQ O 5 7 Q C th N a) y c t6 (6 L o E 0 �O -O N O U O L '� p-s u I— N x'00 I— O O O C U di N C N O = C O C O c Q o > o - Y C c O O � 411 c 3 y C) O c c +_+ 3 O •� 3 E •c p c C E° E O V O 00 >, .EC U 3 -C C a� Ll m M E 4 N m E c Q^. N O U O N C, w O _— s � : E a) LMLM O c O .0.0 •0 4. O c ,mow �V C 12 C N O to o O M > M L E a, O Co tr M o •� n Q � T U 3 `-0 j O T o a) o_ Q V m Y C O N E N C f0 LE E� m Z C O t Q. n• Gl E u 0 L a) to N u (D O :3 o N � u ++ c O V u c m N C N (0 C •3 � a7 U 4EV o U > � •C Q E w= m Q) O E 3 cS O N > c +L >'p�t O 0 co U L L + Y 'Q O U _ @ L N O �O C E y� t U 3 C > 1 - mE>, — Erg �C�=8Ea» 3 o C O 4 O 0 E 0 N > > N N M O 2 u N .O Cu 7- 07Q)� u a) s u N 7 O vi T N E U '.Fl S U E cn Z N C O ❑ N C 0 c U C 0 U 46 C 0 M N N a C (6 E M O, C m m 3 0 P• m � ° � O N u s >> U ti- d o T � E c C z M s>> E Q � O s a v O N 0- C N E'er � C CL s N "O C c ca C O E •y S s ° > 3 _O 0 o C + w M > 0 E-oCL � � L tC .In E � O L O_ vi O — w t c vNi O +' Q� N *' O v 'H u O � (D U o 0 -C �' 3 3 z o = m d rn O1 L _ •C E E u N p �a O c- -0 u o a+ m ' Z c v s -r- Y c o v ± v c M O E O N N 1 d V r N L U > n' g U N -a O ++ E v E c 2 a'i w e `. U s c- �_ m io O y o w ° o `o ° o v o O j n a c � v. > > o o ! E C Y ? N N U M > 'O U h 3 E o G a O) C: E � s E a N N O ,a ,L -o + N 7 y 3 a- -a .2 — Page 308 of 366 a) _ � C U N N � N E v o Z 0 d V N m V m Y C O N E N C f0 LE E� m Z C O t Q. n• Gl E u 0 L a) to N u (D O :3 o N � u ++ c O V u c m N C N (0 C •3 � a7 U 4EV o U > � •C Q E w= m Q) O E 3 cS O N > c +L >'p�t O 0 co U L L + Y 'Q O U _ @ L N O �O C E y� t U 3 C > 1 - mE>, — Erg �C�=8Ea» 3 o C O 4 O 0 E 0 N > > N N M O 2 u N .O Cu 7- 07Q)� u a) s u N 7 O vi T N E U '.Fl S U E cn Z N C O ❑ N C 0 c U C 0 U 46 C 0 M N N a C (6 E M O, C m m 3 0 P• m � ° � O N u s >> U ti- d o T � E c C z M s>> E Q � O s a v O N 0- C N E'er � C CL s N "O C c ca C O E •y S s ° > 3 _O 0 o C + w M > 0 E-oCL � � L tC .In E � O L O_ vi O — w t c vNi O +' Q� N *' O v 'H u O � (D U o 0 -C �' 3 3 z o = m d rn O1 L _ •C E E u N p �a O c- -0 u o a+ m ' Z c v s -r- Y c o v ± v c M O E O N N 1 d V r N L U > n' g U N -a O ++ E v E c 2 a'i w e `. U s c- �_ m io O y o w ° o `o ° o v o O j n a c � v. > > o o ! E C Y ? N N U M > 'O U h 3 E o G a O) C: E � s E a N N O ,a ,L -o + N 7 y 3 a- -a .2 — Page 308 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... Telecare Distress Line of Greater Simcoe History— Hope— Growth The theme of this year's news letter is History, Hope and Growth. While I am not much of a record keeper, I have come to realize as time passes just how important it is to remember and celebrate our history and our roots. It is easy to forget that we are indeed a part of a much lar- ger worldwide organization. Through our accreditation by Telecare National, affiliation with Lifeline International and association with Interna - tionai Federation of Tele- phone Emergency Services we are a very small but impor- tant part of a worldwide effort to support and be- friend those who are in crisis. Together we represent 32 nations, over 600 centers, over 4 million calls and over 30,000 volunteer workers helping to support millions of callers. To help Lifeline Cele- brate their 50 years of ser- vice to the community, on page two you will find an excerpt from their anniver- sary newsletter. A glimpse at Volunteers —The We recognize that without our volunteers we are nothing. And without our volunteers so many calls would go unanswered. Tele- care volunteers are lifesavers. Telecare volunteers take on all of the stresses and problems of each of our callers. A shift may go by with never receiving a "crisis" call, however every time the phone rings it could be "that call" Our volunteers work long shifts in a very tiny space all by themselves. There is no one to turn to if you have a disturbing their history, which is in fact, our history. There is also a story from our past, illustrating the importance of every volunteer hour spent manning the phones. And this leads to our theme of hope. Each and every call answered lends a small bit of hope to the person on the other end of the line. We are in the business of finding hope. As Albert Einstein said: "Learn from yesterday, live for today, hope for tomorrow. The impor- tant thing is not to stop questioning." Often our call- ers are in a place where it is difficult to see the stars for all of the darkness. "Any fool can hope when success lies plainly in view. It wants genuine strength to hope when matters are hopeless." - Michael Flynn. It is our job to lend the strength to our callers to help them iden- tify and embrace the small points of hope in their lives. A tricky job, a job that Tele- care volunteers excel at. It is also our job to see the Heart of Telecare call. No social aspect to the job, and seldom any words of thanks. Telecare volunteers do the job just because they have aninter- nal private sense of satisfaction at knowing that today they may have saved a life or just helped someone through a difficult day. They are compassionate, non- judgmental, caring and under- standing and anonymous. Re- maining anonymous does not mean never being applauded or thanked for all that our volun- teers do. We are making a hope to carry the flame, to have the faith in ourselves and our services. The present cli- mate of budget restraints, scarcity of volunteers and seemingly endless work to keep Telecare relevant and success- ful can make it easy to lose hope and question our very existence. It would be a per- fect world if we were not nec- essary, we can always hope, however we must continue to growl There are many great examples of growth in our past year. New volunteers, new col- laborative and a growth in awareness. It is an exciting time in Telecare history and I am grateful to be a part of it with such exceptional, caring people. My wish for the next year is that we continue to support each other and our callers, that we seek out hope in all that we do and that we continue to respect our history while moving forward and grow- ing. Respectfully, Catherine Blakely 0 a l s 0 1 hy, 1"Ain. in the &rk tla MOAM a ixgr nt,rt ifyr", jog :1— up ;u,d to to Jo the nitht Ni.g. the dawn x-111 cm . Fou wait aM x tch ant xxrk: You dens Kreu Lill - d $ What's happening? April 15 and 16 - ASSIST Training April 20 - Volunteer Fair Orillia April 21 - 27 - Volunteer Appreciation week April 21 - Wesley United Church May ? - New volunteer training - TBA May 2 - Rotary Orillia May 22 St. Mary's Info fair for seniors July 15 - Telecare Flag Raising July 19 and 20 Tag Days greater effort at recognizing, thanking and supporting our invaluable " - volunteers. To that end this year we are intro- ducing three new annual awards. To all of our volunteers, the board and staff of Telecare are dedicated to mak- ing sure that you know just how much you are appreciated. "I Can no other answer make, but, thanks, and thanks." William Shakespeare "The work an unknown good man has done is like a vein of water flowing hidden underground, secretly making the ground green." Thomas Carlyle 1795 -1881 Scottish philosopher Page 309 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... Lifeline Celebrating 50 years 1963-2013 e clock had just struck midnight It was Saturday night and I was working late on the next day's preparation. Suddenly the silence of our home was broken by the sharp clang of a telephone ring. "This is Roy speak- ing" said a quiet voice as I lifted the re- ceiver. "You don't know me, but can I speak to you for a few moments? I apologize for so late a call. I have just written you a letter, which you will receive on Monday morning. By that time I will be dead. I am sorry to worry you, but there is no -one who really cares what happens to me and I would like to ex- plain something to someone." For over half an hour I pleaded with that would -be suicide, hoping some word would deflect him from his course of despair. I tried to get his name and address, but he would not go beyond his opening words:'call me Roy'. As he talked, some facts emerged. He was desperately lonely, he was in debt, he was in his own view a failure. As the conver- sation came to a close I suggested that, before he took his life, he should come to the evening service in the Lyceum Theatre in Sydney. "It so happens I will be speaking on 'Life s Glorious Fai lured. Will you come ?" Suddenly the phone went silent, Roy was gone. That Sunday night I stood up to preach with an added sense of drama and urgency. I looked over the sea of a thousand faces wondering whether Roy was there. During the message I once referred to the possibility of Roy being present. "If you are here Roy, Please listen." Back home that night the phone rang again. Sure enough it was Roy. Roy Brown, he now admitted. Yes he had been in the audience that night. He had been helped in his thinking. He thought he would now be right. Still Roy refused to divulge his ad- dress. He accepted the suggestion of an appointment for 2pm on the Tuesday. At 1:55pm on the Tuesday there was a ring from Darlinghurst police. The sergeant said: "We n Recognizing the importance of con- necting with our history I recently interviewed our volunteer with the most years of ser- vice. Dianne began re with Teleca in 1979 in the very first training class. We are so very fortunate to have had several volunteers remain with us since the very beginning including Dear Edna, who was still taking calls when she passed in 2010 and Mike Tulp who remains an associate member have found the body of a man named Roy Brown in a gas - filled room at King's Cross. On his chest was a letter addressed to you. Can you tell us anything about him? "The letter said "I am afraid my faith has failed me. Please pray for me. I am terribly afraid. Suicide is not the easy way out as many peo- ple believe. The pressure of the past few weeks has been too much for me. A job and £150 would have saved me, but I just don't believe I am worth it. I am a failure. I am leaving the world unwanted, unloved and without hope. Ficwt fxe `BHe 24C 2,&e S(rvuy' 6y. `J2ei,. Ds Siw Erie Adam takes up the story. Whilst riding home with Alan in his car one evening in 1960, he referred to the television program called "I Challenge the Minister "_ "People are starting to ring me to ask me questions, not on television, but at home," he said. The phone rings at all hours of the day and night and I am getting more than I can handle. We will have to do something about this. It has also become obvious that people will talk much more freely on the telephone than they will across a desk during a counseling ses- sion." "I think that we could set up a group of people who would be available on a well known phone number which people who were in trou- ble could ring, 24 hours a day, seven days a week." It took over three years to set up this organization, to establish standards, provide the necessary facilities and to prop- erly train a number of teams of people. We were also looking for a suitable name. One Story From Our and was one of the founders of Telecare in Canada and eventually began the Orillia Cen- ter. I asked Dianne to tell me a memorable story of her time with Telecare and this is her story. morning Alan rang me and said: "We have got the name...The Sydney Morning Herald is running an article on what we are setting up, and the headline is'Lifeline for Sydney. "Telephone Lifeline!' Alan said "That is ideal!" When we eventually reached the stage of opening, we obtained a lot of publicity in the press and had the Lord Mayor of Sydney carry out the Opening Ceremony at 3pm on 16 March 1963. Just before 5 o'clock, everyone had left the building except Alan and myself. We were up in a counseling room when, at a minute past five, the phone rang. "You pick it up" I said to Alan, but he said, "No, you pick it up. You are on duty ". So I answered the first call saying: "This is the Lifeline Centre - can I help you ?" Since then, there have been millions of calls to Lifeline, all over the world. Excerpt from no Fear of Change" by Eric Adam 7t eo., hcarl of thr ilfe LEnr C`.enhr ss Ib. kiephonr. Si— the it ­ htr � .1—d a lean- Of I.Iwa. hoc manned the -pb.- '» boPn a dai. Mt_ ah_ oh_ a tnnnhrr 0 Ohl Taff checking an adds— m 1h,- Map in the tekph" cotms011M rawnt. % P1nn1— MUU�e11Pr L, %tlm. ktnl1 %1.1k, Past It was a bitter cold Christmas day in 1981 when Dianne was acting as scheduler for Telecare. Volunteers had signed up and the entire day was covered. Early on Christmas Day a volunteer called Dianne to let her know that she would not be able to cover her shift as it was too cold and her car wouldn t start in the minus 30 degree cold. Dianne would never let our callers down. Dianne engaged her young family and together they got their car started and picked up that volunteer to take her in to the call center. Dianne was so pleased that her young family waited for gifts, eventually ate the overdone turkey and enjoyed their Christmas together helping others because as that volunteer worked her shift she received a call from someone who was suicidal and together with help from Dianne they were able to listen to that caller with understanding and compassion and even- tually save her life on that cold Christmas Day. Sometimes it seems as though we are not making a difference, but please be cer- tain that just one life saved is worth any amount of struggle to get those phone lines covered. "Service to a just cause rewards the worker with more real happiness and satisfaction than any other venture of life." Carrie Chapman Catt (1859- 1947);American Women's Rights Activist Page 310 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... Putting a public face to the services In a concerted effort to help make Telecare Distress Line of Greater Simcoe better known throughout our service area, Coth- erine, our Executive Director, is "hitting the road" again this year. Armed with a list of some four hundred ac- tive organizations within Simcoe County, appointments are being made to allow Tele- care five to fifteen minutes of time to speak to the membership of each organization. The purpose is to enlighten as many people as possible as to our existence, our purpose, our capabilities, our results, plus our need for volunteers, for possible donations, and to help "spread the word" throughout the County to those in need of our services. "The results so for have been extremely positive," said Catherine. "We have only just started but we have been well received by the groups we have spoken to. Many, many in the groups were simply unaware even of our existence, let alone what we do. As a result, these organizations have almost unanimously agreed to display and distribute our pam- phlets and we have even been promised some donations. It's very gratifying and the ef- fort is well worthwhile." Organizations such as service clubs (Rotary, Lion's, Kiwanis, K of C, Oddfellows, Moose, Elks, etc.), all churches of all denominations, professional groups (doctors, nurses, teach- ers, police, University Women, lawyers, ac- countants, engineers, investment advisors, etc.), workers' unions and their retirement counterpart organizations, business associa- tions such as Chambers of Commerce, BIA's, Legion's, etc. are all on the list and will try to be contacted to arrange for a few minutes of time for a presentation. "By putting a'face to Telecare Distress Line of Greater Simcoe by reaching out to the membership in person, it gives us much more credibility and'spreads the word much more effectively than simply a pamphlet on display somewhere," said Catherine. And we need your help. If you have any contacts within any such group or association within the county, please let Catherine know and they will be contacted and asked whether we could arrange a suitable time to Thank You To All of Like most nonprofit organizations, Telecare Distress Line of Greater Simcoe operates on a very limited budget. Our board members and volunteers all donate as they are able and we boast a 90 % financial support rate from our volunteers. We employ one part time staff at 15 hours per week to manage the day to day operations, volunteer coordination, fundraising and training. We manage to pro- vide distress line coverage for approximately $5.00 per hour. Our major budget items include such things as Insurance and accredi- tation. We work with a vulnerable section of society and this insurance expense ensures that all of our volunteers and board members are covered under any circumstances. Ad- vertising and training are a major expense. This year due to a grant from Green Shield we were able to more widely advertise our training classes and we were fortunate to have two of the most successful classes to date. The Huronia Community Foundation provided Telecare with the funds to pur- chase our state of the art motorized banner along with a traditional banner that we have been displaying proudly wherever we go. We were fortunate to receive a grant from Gov- ernment of Canada, New Horizon's for Seniors in d h t t funding to once calls. such as T office ex address their membership. This initiative seems to be working extremely well and we are anxious to get in front of as many organi- zations this year as possible, however small or large the organization may be. Many thanks for any leads you can give us. our Supporters office supplies and if there is a bit left over we try very hard to provide some social and appreciation events for our volunteers. We are very fortunate to have received annual support for many years from several areas such as the Barber Foundation, Trillium LORA and Twin Lakes Cruisers to cover some of these items. WE are also supported by many of our local AA groups. For whom we act as an answering service. Many of these "sponsors" were or are associated with a present or former volunteer and they have chosen to support our services. The City of Orillia and the County of Simcoe and the Township of Oro Medonte have each pro- vided us with financial support to offset operating costs. Each year we hold -Tag Days' in the Orillia Area and we are very fortunate to raise approximately 10% of our budget. It is not only a great fundraiser, but an important time for us to be in the public and talking about our services. The number of "new callers" to Telecare rises after each time we place ourselves in the public eye. Fundraising is an ongoing and difficult task and we are very grateful to all who have supported us over the past year. How do we do it? We couldn't without YOUI COUFV7Y OF SIMCOE y HUR(�NIA �' I C=OMMUNITY Mir FOUNIDAT10N 1 St_ James Anglican Church Trillium LORA Westmount United Church order to prove e t e s or up begin our new program of reassur- Barber Foundation WE have many other expenses — Twin Lakes Cruisers ¢lephones at $3000.00 per year, F„ Pot As well as the many generous private donors penses such as postage, printing and /Jetl 4e F >raud FGrir.r�r. Ls�irL:,� T:nnnr "I resolved to stop accumulating and begin the infinitely more serious and difficult task of wise distribution." Andrew Carnegie Page 311 of 366 12b) Correspondence dated May 15, 2013 from Catherine BI... Telecare Distress Line of Greater 5imcoe 170 Colborne St. W Orillia, ON L3V 2Z3 Business office -705- 327 -2393 Distress lines -705- 325 -9534 705 - 726 -7922 Ernaii—info@telecaredistressline.com W ww.te lecaredistressli ne.com If you can reach a phone you can reach a friend Telecare Distress Line of Greater Simcoe is a volunteer run 24 hour distress line. We are able to respond to the needs and concerns of all citizens of Sim - coe County through a local phone call. We are anonymous, confidential and nonjudgmental. We answer up to 1000 calls per month, providing mental/ emo- tional first ad to callers who are in need of a listening ear. We are often the first point of contact for someone who may be experiencing mental health concerns but are unsure of whom to talk to, we help our callers to identify their concerns and issues and help them to come up with effective strategies. We are able to refer callers to appropriate community based services for further help and treatment. We are available to bear witness with our callers as they experience the pain and loneliness of mental health issues and walk with them as they navigate the health care system. We are able to act as a cushion between regular appointments and therapies and are available when the professionals have gone home. We provide our callers a safe, confidential place to talk and be heard, we respond with no bias or judgment, and are able to guide them on their first steps to treatment. Presentation to John Bull Telecare at Canada Day Twin Lakes Cruisers "Be kind, for everyone you meet is fighting a hard battle." Philo Telecare Reassurance Call Program With financial support from the Community Foun- dation of Orillia and Area and The Government of Canada New Horizons for Seniors Program we were able to launch our new program of Reas- surance calls to seniors. The program was set up with pol- icy and proce- dures, reporting criteria and training mod- ules. We were able to hold two training classes for potential volunteers. With assis- tance from Helping Hands we have distrib- uted 2700 brochures to seniors in our area. We are actively seeking out seniors groups Reaching out to our Elders and scheduling speaking engagements to raise awareness of the program. In December we held an official launch at Helping Hands Seniors in the City Luncheon with draw prizes, a free lunch, tai chi and of course cake! This project is funded in part by the Government of Canada's a New Horizons for Seniors program. Ca na a The premise is to encourage seniors in Simcoe County to register to receive an i ncomi ng Phone call on a regular basis from a volunteer. This call is meant to alleviate loneliness, act as a friendly safety call, and help us to once again, honour our history and make connections. There is no charge for any of our services. The program has been very well received in the community. If you would like to volunteer or know a sen- ior who could benefit from this service please call the business office. o- THE: COMiMUNI'Y FOQNDATION W OR7ILIA AND AREA Page 312 of 366 12c) Correspondence dated May 21, 2013 from Keith Sherma... Severn Sound Environmental Association 67 Fourth Street Midland, Ontario L4R 3S9 (705) 527 -5166 - FAX (705) 527 -5167 — V Email: ksherman(a)midland.ca Website: www.severnsound.ca May 21, 2013 RE: SEVERN SOUND ENVIRONMENTAL ASSOCIATION PLAN TO ELIMINATE DEFICIT The purpose of the following letter is to provide a summary explanation of the SSEA budget structure, the current (as of 2011) financial position and to provide details of the plan of the SSEA Board and staff to address the accumulated deficit noted in the 2011 Financial Statement. The SSEA has two basic categories for budget purposes: the SSEA Operational budget and SSEA special projects budgets. The operational budget includes the municipal revenue share from each of the nine municipal SSEA partners as described in the SSEA Agreement. In addition to the SSEA Operational budget, the SSEA special projects are individual accounts that have revenues and expenditures, many of which deal with individual municipal, Lake Simcoe Region Conservation Authority, Provincial or Federal funding on a government fiscal year basis or on a multi -year basis. One of the major, multi -year projects that the SSEA has been involved with is the Source Water Protection program. The work by SSEA consisted of labour by existing SSEA staff, contracted service and expenses for travel and materials. The result has been analysis and summary of practically all the data that SSEA has collected over the years including some dating back to the time of the Severn Sound Remedial Action Plan activities. The nature of the work was very time - sensitive, and the requirements of the MOE varied after work plans were set, it was not always possible to revise the Agreements with LSRCA and the Province to encompass the work required to assemble the information and accommodate the budget requirements. The work resulted in an over expenditure that could not be expected. The data represents an ongoing resource that will be used by SSEA in support of virtually all future projects that are undertaken. The database should be considered an investment in the future activities of the SSEA. The value of the investment could not be shown in the 2011 Financial Statement. The SSEA Board was aware that the Source Water Protection Project was in a deficit position at the end of 2012. It will be funded by the following plan. Page 313 of 366 12c) Correspondence dated May 21, 2013 from Keith Sherma... Starting in 2013, both the operations budget and the budgets for special projects that make use of the data will have a planned surplus that will be directed to a project called Source Water Pre -work. As of March 2013, the planned (committed) surplus is $79,786. This surplus is expected to rise before the end of 2013 with proposals under consideration for later this year. Each year after 2013, over an expected five -year period, the planned surplus will be directed to the deficit until the Source Water Pre -work Project is paid off. Budgeting of a surplus will continue after the deficit is paid down to fund a reserve for subsequent years. Through the assistance of the Town of Midland Treasurers Department, financial reporting has been expanded to improve tracking of SSEA budget revenues and expenditures. In January of 2013, the SSEA Board received the annual financial statement for 2011 from the auditors. The statement reported a 2011 accumulated deficit of $306,013 and a restatement of the 2010 accumulated deficit to a revised balance of $261,742 in line with the Public Sector Accounting Board (PSAB) rules. Prior Financial Statements did not incorporate these rules. On May 21, 2013 the SSEA received the Draft Financial Statement for 2012 from the auditors. The draft statement reports a 2012 accumulated deficit of $334,352 and a restatement of the 2011 accumulated deficit to a revised balance of $326,664 (reflecting a prior period adjustment of $20,651 for non - vesting accumulated sick leave payable, a component of Employee Future Benefits Payable). The actions of the SSEA Board and staff with the assistance of the Town of Midland staff are expected to address the deficit within the next five years. During this time we expect that the work of the SSEA in restoring, protecting and sustaining the Severn Sound ecosystem will continue to benefit the Municipalities in the area. Thank you for your support. Sincerely, Keith Sherman, Executive Director Ron Stevens, Chair Severn Sound Environmental Association Severn Sound Environmental Association Page 314 of 366 12d) Correspondence received May 24, 2013 from Janis Ham... @K.W.w Ontario Heanti£ul ORO-MEDONTF HORTICULTURAL SOCIETY 58 Drury Lane Barrie, ON L4M 3C8 May 21, 2013 Mayor Harry Hughes & Councillors Township of Oro - Medonte 148 Line 7 South Box 100 Oro, ON LOL 2X0 C ��, Dear Mayoug rr and Councillors: E U�� MAY 2 4 7013 TOWrv_SHIP _. On behalf of Oro- Medonte Horticultural Society's members and the executive, we were just thrilled with the news our grant application had been approved. Working with your Township and the staff have certainly been such a positive experience and the $2,000.00 will certainly be well used maintaining the 8 gardens within the Township. We certainly receive positive feedback on our work at the gardens from the public, and hope you do as well. Also, thought I'd mention in view of your calendar filling quickly, our Country Garden Tour will take place on Sunday, July 10 from 12:30 -4:30 and we look forward to seeing you there as we showcase more outstanding gardens within the Township. Thank you again, so much for helping our Society maintain the gardens through your generous grant. Sincerely, Jams Hamilton Secretary Page 315 of 366 12e) Correspondence dated May 21, 2013 from Katherine Sp... v�v9A' �r � E 40 L�llfiiyg)4z' ln. Tuesday, May 21, 2013 Mr. Harry Hughes Oro - Medonte Twp 148 Line 7 S Oro, ON LOL 2X0 Re: Special Event Notification Dear Mayor Hughes, MAY 2 G 2013 0Fi0- tMEC10N'FE Please be notified that our organization is planning on holding a public event on Sunday, June 9`h, 2013 between the hours of 1:00 pm and 7:00 pm at 2533 Ridge Road in the Township of Oro - Medonte. We anticipate approximately 250 individuals to attend. As the location is within your jurisdiction, I wanted to ensure that you were aware of our plans and details of the event If you require any additional information please contact myself. Respectfully submitted, V4A V�5 Katherine Speirs Development & Fundraising Coordinator katherine@gildasclubsitncoenauskok-a.org 10 Quarry Ridge Rd. Barrie, ON L4M 7G1 Ph: (705) 726 -5199 Fx: (705) 726 -7101 Web: www.gildaselubsimeoemuskoka.org Page 316 of 366 12e) Correspondence dated May 21, 2013 from Katherine Sp... 6th Annual Gilda "s Club Simcoe Muskoka LAKESIDE PARTY Sunday, June 91 2013, 3:00 w 7:00p.m. Please join us for an intimate afternoon at the beautiful waterfront oasis of John and Jan Madden in Shanty Bay, ON featuring: Special encore performance by lire Cuddy / Comedy by The Second City / Fine food & drink Premium liquor & wine tasting /Showcase of classic & exotic cars U � �� C k'or.h SE #'4 Red Door Sponsor: ENBRlDGE Ruby Sponsors: �ER Gain el Sponsors: l B �TSP�`TBKT•caysotiw (aviNv RAMP( fin D, McL. Scarlet Sponsors: cre"'"°"0 �" "' ••• •• Media Sponsor: BjQI !n Kind Sponsors: QC xdvtesm -2 Page 317 of 366 12f) Correspondence dated May 30, 2013 from The Honourab... Brissette, Marie To: Teeter, Janette Subject: RE: A message from the Honourable Bob Chiarelli Ministry of Energy Ministere de I'Energie Office of the Minister Bureau du ministre 4th Floor, Hearst Block 4e etage, edifice Hearst 900 Bay Street 900, rue Bay Toronto ON M7A 2E1 Toronto ON M7A 2E1 Tel.: 416 - 327 -6758 T61.: 416 327 -6758 Fax 416 - 327 -6754 T61ec.: 416 327 -6754 May 30, 2013 MEMORANDUM TO: His Worship Harry S. Hughes MEMORANDUM FROM: The Honourable Bob Chiarelli RE: Stronger Municipal Voice in Renewable Energy Development Our government committed to give municipalities a stronger voice in decisions about renewable energy development. Premier Kathleen Wynne made that commitment in her Throne Speech. As Minister of Energy, I have reiterated that commitment in the Legislature and in the communities I have visited across the province. I am pleased to say that we are following through and making changes to give municipalities a stronger role in decisions about future renewable energy development. Earlier this month, I asked the Independent Electricity System Operator (IESO) and the Ontario Power Authority (OPA) to develop a new regional energy planning process to help improve the way we plan, site and build future large energy infrastructure. This process will be based on formal input from municipalities, communities and the energy sector. The IESO and OPA are expected to report back with a joint implementation plan by August 1, 2013. Today, I am announcing a major change to the way large renewable energy projects are contracted in Ontario. We will ask the OPA to develop a competitive procurement process to replace the large project stream of the Feed -in Tariff (FIT) program for projects greater than 500 kilowatts. In developing this procurement process, the OPA will be required to engage with municipalities to identify appropriate technical siting requirements and locations for future large renewable energy projects. Competitive procurements tailored to meet the needs of Page 318 of 366 12f) Correspondence dated May 30, 2013 from The Honourab... communities to ensure that renewable energy developers work directly with municipalities before contracts are awarded. Ontario is also moving forward with procuring small renewable energy projects by introducing clear, predictable procurement windows. This fall, the Ontario Power Authority (OPA) will open a new procurement window for 70 megawatts (MW) for Small FIT and 30 MW for microFIT. In addition, Ontario is setting annual procurement targets from 2014 to 2018 — 150 MW for Small FIT and 50 MW for microFIT. In total, that's 900 MW of new capacity. This represents an estimated 6,400 jobs between now and 2018 and enough new, clean electricity each year for more than 125,000 homes. In addition, the province is taking steps to make it easier for municipalities to bring their own clean energy projects online. While some municipalities are already participating in the FIT program, the FIT rules will be revised to encourage even more municipalities to participate. The Ministry of Energy plans to work with the OPA to: • Revise definitions under the FIT program, including setting aside part of the annual procurement target for projects partnered or led by municipalities and giving these projects priority in the same manner as projects with community and Aboriginal participation. • Provide municipalities with access to funding for soft costs associated with the development of Small FIT projects. Ontario also wants to provide further support and revenue opportunities for municipalities: • We would like to help municipalities maximize their local energy opportunities by providing support for the development of a Municipal Energy Plan. These optional plans will integrate energy, infrastructure, growth and land use planning to support economic development, increase conservation and identify green energy opportunities. The program will focus on small to medium -sized municipalities. • The OPA is developing a pilot program for FIT projects on unconstructed buildings. This will provide new opportunities for municipalities to generate extra revenue when planning future buildings such as arenas, libraries and community centres. • Municipalities have also told us they would like to see more tax revenues from local projects. We will work with municipalities to determine the right property tax rate increase for wind turbine towers. These changes will continue our commitment to clean energy, while giving municipalities a stronger voice, more options and new tools when it comes to renewable energy. Our goal is to ensure that the right projects are built in the right places at the right time. If you have questions about these changes, you can contact Ministry of Energy staff in the Renewable Energy Facilitation Office (REFO) at REFO(a)ontario.ca or by phone at 1 -877- 440 -7336 (416- 212 -6582 within the GTA). Sincerely, Bob Chiarelli, Minister of Energy Page 319 of 366 12g) Minutes of Orillia Public Library meeting held on A... ORILLIA PUBLIC LIBRARY BOARD MINUTES OF APRIL 24, 2011 MEETING A regular meeting of the Library Board was held at the Library commencing at 7:o6 p.m. PRESENT — BOARD — G. Guthrie, Chair; J. Rolland, Vice- Chair; J. Duncan; R. Fountain; K. Hewitt; P. Hislop; P. Spears; R. Stevens STAFF — S. Campbell, Chief Executive Officer K. Absalom, Director of Information Services S. Dance, Director of Technical Services N. Duncan, Acting Director of Children's Services T. Chatten, Recorder ABSENT — D. Evans; L. Murray; M. Seymour Disclosure of Pecuniajy Interest and General Nature Thereof — none CONSENT AGENDA Board members commented on the very informative reports, with an overwhelming amount of information provided. MOTION #2013:26 Moved by R. Fountain, seconded by J. Rolland that the consent agenda of the April 24, 2013 meeting be adopted. CARRIED DISCUSSION AGENDA BUSINESS ARISING FROM THE MINUTES Ad Hoc Contract Committee —A draft report was presented for discussion. Friends of the Libra ry — Signing authorities must be changed to reflect change to Caretaking Board as appointed. REPORTS OF BOARD COMMITTEES AND REPRESENTATIVES Finance Committee — March 2013 financial statement not yet available. NEW BUSINESS Library Staff Retirement — Joyce Dempsey, Head of Circulation Services, has announced her retirement effective May 31, 2013. A drop -in event is planned for May 31, with official presentations at 2 p.m. Board members are invited to attend. Page 320 of 366 12g) Minutes of Orillia Public Library meeting held on A... One Year Anniversa Celebration — Plans are under way to celebrate the Library's first anniversary in the new building, with events scheduled every day the week of June 3, culminating in an official ceremony on Saturday June 8. Board members were reminded to complete CEO evaluation to be forwarded to the Personnel Committee. Adjournment at 7:23 P.M. BOARD CHAIR CHIEF EXECUTIVE OFFICER Page 321 of 366 12g) Minutes of Orillia Public Library meeting held on A... REPORT OF THE CEO April 2013 Submitted by Suzanne Campbell GOAL # 7 The Library will attract, develop and maintain a trained and educated workforce and leadership that reflect our values and ethics. A general staff meeting was held on April 25`h A directors Meeting was held on April 11, 2013. A Joint Health and Safety Committee was held on April 17" The Library was closed for the day to allow for a full day of staff training. The day was divided into two different sessions. The morning session focused on Costumer Service, emphasizing the importance of service and procedures focusing on customers first. This highlighted for staff both the many things we already do well as well as well as some areas to work on. Included in the morning session were some good team building exercises. The afternoon session focused on dealing with difficult situations. Role playing was used to act out problems staff have had and solutions were worked on. We came away from this session with a much clearer overall view of some of the problems staff is dealing with. We will be working further on this by bringing in different organizations and formulating procedures to deal with specific issues staff are facing. It also demonstrated that the staff needs procedures in place to empower them and provide them with tools to deal with difficult situations. GOAL # I The Library will increase its size to meet the standards for the population served. I met with Kent Guptill to discuss maintenance issues and solutions for this building. We are working towards a comprehensive maintenance plan as we resolve the issues still faced in this building. New Building Issues 1. Entrance door West St. Door needs adjustment for proper latching. (Stouffville Glass). - on -going problem. 2. HVAC #1 Still reading alarm 199 no heat. Jai has contacted HTS Engineering. 3. Paint bubbling on wall side of wash room 234. Caused by vapour from HVAC dumping hot water from system. (HTS Engineering). We have two wet ceiling tiles outside of office 180 Coordinator of TP. (HTS Engineering looking into this) still an on -going issue 4. Server room door 231 out of alignment very hard to close. (Aquicon Construction). 5. Paint on canopy outside of Library peeling off. (Aquicon) 6. Crack on glass partition next to stairs leading to circulation area. Steve from Stouffville Glass claims it is a scratch. (Aquicon looking into it) Page 322 of 366 12g) Minutes of Orillia Public Library meeting held on A... 7. Wooden lattice fell off ceiling over volunteers desk. (Larry Buchan Archmill House Inc). S. Roof is leaking in Mezzanine area (Aquicon has been notified) 9. Two accessible Washroom doors were not working, Library paid for the work (Aquicon has been asked to reimburse). Wiring was poorly installed. 10. Emergency exit locking mechanism failed, Library paid for repair (Aquicon has been asked to reimburse) 11. Emergency Exit hardware is still on order. (has been on order for more than a year) GOAL # 4 The Library will advocate for increased public awareness of the value and range of library services. Cindi Weir, CEO of Owen Sound Public Library, toured the library and was introduced to the many unique features of the building. Owen Sound Public Library Board is beginning a renovation project and is looking at what are essential elements to include in their renovated space. GOAL # 9 The Library will be an agent for the development of the community. The Library co- sponsored Literary Lapses, a writing competition, with the Mariposa Writers Association. The program was held on Saturday, April 13 and was very successful with over 100 people attending the program over the course of the afternoon. I met with the Orillia Horticultural Society, who would like to add some greenery to the Library. One suggestion is a large planting in the Lobby beside the security gate. GOAL # 8 The Library will attract and develop Board Members, and maintain an effective Board that reflects the library's values and ethics. The Board Friends of the Library Caretaking Committee met with Anne Marie Alexander and reviewed the accounts, history, and activities of the Friends with the committee. The Financial records, minutes, and membership lists were handed over to the Board Caretaking committee. The next step is to change the signing authorities. Page 323 of 366 12g) Minutes of Orillia Public Library meeting held on A... REPORT OF THE DIRECTOR OF CHILDREN'S AND YOUTH SERVICES April 2013 Submitted by Nancy Duncan CHILDREN'S PROGRAMS Goal 2.1 Develop and maintain programs associated with identified groups. Regular Programs We began regular storytimes at 10:30 each weekday morning (Caregivers, French, Babies, Toddlers, Preschool) and drop -in storytimes on Thursdays at 1:30pm. Attendance remains high for all programs, Saturday programs (Explorer's Club, Lego) also began again this month. Amy Lamberston led the Senior Lego Club on Sat. April 13 and the Junior Lego Club on Sat. April 27. In both sessions the theme was building towers. Participants built their own lego structures and named them so we could put them on display on top of shelves in the department. Erin Damery led a Spring - themed Explorer's Club session on Sat. April 20. They shared Spring picture books and then enjoyed painting wooden birdhouses and making recycled paper seed starters. Inspired by an OLA presentation, we began putting up a "Rhyme of the Month" on the glass windows of the Children's Department. Our ECE co -op student, Hayley chose, a Spring poem for this month. Drop -in Snow Day Crafts During the Snow Days on April 11 & 12, we prepared drop -in crafts and advertised them on Facebook. One day we did paper bag Monster puppets and the next we did flowers and headbands Parents and kids appreciated the extra activities. TEEN PROGRAMS Goal 2.1 Develop and maintain programs associated with identified groups. Teen Drop -In Lindsey Toutant hosted the first weekly after - school Teen Drop -In session on Thurs. April 4, 3:30 - 5pm. Nine teens showed up and began by passing around a "Conversation Ball," a large beach ball on which Lindsey had written conversation questions such as, "If you could only eat one food for the rest of your life what would it be and why ?" The teens enjoyed it so much they asked for more questions next time. For the second half of the session they played Wii Just Dance. When they met again on April 11, they followed a similar format. Hosting Teen Drop -In sessions is a great way to encourage teens to see the library as a fun place to hang out. On April 18, Lindsey hosted a Minute To Win It games night. Unfortunately, two of the high schools had after school events that evening so not many teens came to the library. To avoid this problem in the future, BET school representatives will be sharing school event calendars with Lindsey. Page 324 of 366 12g) Minutes of Orillia Public Library meeting held on A... Book Clubs Lindsey met with 7 members of Chick Chat on Tues. April 16, 6- 7:30pm to discuss Stranger with my Face by Lois Duncan. The book was not well- received by the group which led to a discussion about their favourite books and what makes them favourites. On Mon. April 29, 6- 7:30pm Lindsey hosted He Said/ She Said book club meeting with 7 teens attending. In a recent workshop, Lindsey learnt about genre -based book clubs in which participants can choose their own book within a particular genre. When they meet to discuss their books, each participant will introduce and summarize the book they chose and then the group can discuss the similarities and differences between those books. This format works well for co -ed groups because it has broad appeal while at the same time encouraging participants to try reading new things. The teens liked the idea and they agreed to each read a Fantasy book for the next meeting. The group encouraged one of the teens to share a short story he had written. Lindsey read it aloud for him and everyone gave positive feedback. In the Mother - Daughter Book Club meeting on Thurs. April 4, 6- 7:30pm, on 8 twcens and 7 mothers attended. They had a great discussion about Island of the Blue Dolphins by Scott O'Dell and gave it a rating of 8.2/10. BET Meeting On Wed. May 23, 4- 5:15pm, Lindsey met with 11 BET members. They discussed formal roles for their group members and what each role would entail. Lindsey handed out application forms with various questions. The President and Vice - President will be elected by the BET members. The other roles will be appointed by staff members after reviewing applications. GROUP AND SCHOOL VISITS Goal 2.7 Establish a mutually - beneficial presence in the school system. Erin led mock Battle of the Books sessions with St. Bernard's Public School (7 children, 1 adult) on Tues. April 23, and the Orillia Christian School on Fri. April 26 (14 children, 1 adult), and the Horne School team on Thurs. April 25 (7 children, 1 adult). On Mon. April 29, twelve children and 2 adults from the Orillia Central Preschool visited the department. We shared colouring sheets and headband crafts with them. OUTREACH AND PUBLICITY Goal 4 The Library will advocate for increased public awareness of the value and range of library services. 1000 Acts of Reading: Promoting Early Literacy Erin went to the Day of Caring at St. James Church, 2 -5pm on Thurs. April 4. It was great to have the library represented at this event since it was geared toward promoting services to marginalized members of our community of all ages. There was free clothing, food, hair - cutting, hand -care, massages and more. Erin gave out forty 1000 Acts of Reading bags to anyone with children. She led a storytime for 10 children and spoke to 100 adults. Page 325 of 366 12g) Minutes of Orillia Public Library meeting held on A... Nancy spoke to a group of 18 parents and 2 children at Monsignor Lee's Kindergarten Information night 6- 7:30 on Tues. April 16. She promoted library membership and services and handed out 1000 Acts of Reading bags while discussing simple ways to promote the development of early literacy skills. Melissa Harris visited the Early Years Centre on Thurs. April 11, 10:30- 11 :30am to deliver a storytime, hand out 1000 Acts of Reading bags, talk to parents about library services. She said this was a great opportunity to discuss partnerships with the Early Years staff as well. We ordered a professional, fade- resistant 1000 Acts of Reading sign for our window on the main street. It is eye catching for children and parents and serves as a good starting point for conversations about activities that promote early literacy. Nancy contacted the Sharing Place Food Bank & Catulpa Community Support Services about trying to reach families who don't already use the library through this campaign. Christine Hager, the Food Bank's Executive Director, was very receptive but at the moment they do not have enough space to accommodate library staff coming in to talk with families using their services. They hope we can do so in the future after they renovate. For now they suggest we send them brochures to give out. Kim Latour from Catulpa is interested in working out a partnership as well. Social Media and Website Promotion All of our programs were promoted on Facebook and on our website. Displays We maintained an "Earth Day" display with both fiction and non - fiction books. We also had a "National Poetry Month" display that was particularly helpful since many elementary school students had poetry assignments. COMMUNITY PARTNERSHIPS Goal 7 The Library will investigate, develop and maintain partnerships in the community. Our special needs Cooperative Education student, Ryan Chislom from Patrick Fogarty continued working with us for an hour and a half on school days. He is very helpful at shelving books. Ryan is always accompanied by his educational support worker Sue Harris. Early Childhood Education Coop student from Georgian College, Hayley Romenescu continued helping out in the department on Mondays and Tuesdays 9 -5. Her last day was on April 16. She helped out with programs, craft preparation and the creation of book displays and book lists. The teen charity group Free the Children continued using the Children's Program Room each Tuesday at 3 -4pm. COLLECTIONS Goal 3.1 Adapt collections, services and programs to meet the changing needs of our community. Along with ordering new books and replacements for lost and damaged books, Nancy also ordered a CNIB (Canadian National Institute for the Blind) deposit collection for the SRC. This collection is free and ours to keep. It includes 15 English and 5 French Daisy audiobooks on the TDSRC theme "Go ?" It also includes one braille book. Page 326 of 366 12g) Minutes of Orillia Public Library meeting held on A... STAFF Goal 8 Maintain an ongoing commitment to staff training, recruitment and development. PROFESSIONAL DEVELOPMENT Goal 8 Maintain an ongoing commitment to staff training, recruitment and development. Nancy attended the "Program Paloozza: 60 programs in 60 minutes" webinar about programs for all ages. It had some great program ideas and also argued we can offer more if we get interested and engaged volunteers to lead programs. Some examples included: Volunteer -led jump -rope classes in the library courtyard; Kits for youth book clubs to lend to summer camp leaders. They had some great ideas for passive programs too such as a Library Birthday Month board for children to post their names (we've started one!). Amy attended a webinar called "Building Social Summer Reading Programs." It provided insight into the summer reading experience for kids. The discussion about prize incentives and counting books read was useful: avid readers will read a lot regardless of counting books and reluctant, struggling readers don't like to track the number of books read but are inspired by prizes. She was disappointed by the lack of new information in the "Getting Kids Ready for School" webinar. Lindsey attended a Teen Services Workshop in Barrie which she found very informative about understanding the lives of teens, program strategies and ideas, and how to market teens to staff members. REFERENCE Goal 5 Develop Methods of Measurement to evaluate the Effectiveness of Library Services and Programs Reference questions: APR 2012: 389 Year to date 2012: 1584 APR 2013: 895 Year to date 2013: 3327 The number of reference transactions handled by Children's and Youth Services Staff increased in April 2013 by 130% over April 2012. Most impressively, questions asked by post - secondary students increased by 3400 %, computer help questions increased by 379 %, reference questions asked by preschool kids increased by 371 %, questions asked by elementary students increased by 293 %, and questions asked by young adults for their own interest increased by 242% over April last year. Page 327 of 366 12g) Minutes of Orillia Public Library meeting held on A... REPORT FOR THE MONTH OF APRIL, 2013 by Director of Information Services Kell! Absalom GOAL 2: Create and maintain lifelong relationships with users: Volunteer hours for March were 411.75. We are continuing to receive many donations to our Library Boutique. Total sales for April were $474.75. GOAL 3: Optimize and customize library services to our user groups Jayne Turvey held a meeting of the Genealogy Club in April. Professional genealogist Linda Reid gave a presentation on wills and probate entitled "Who Got The Stuff'. Fifty -two people were in attendance. Sarah Csekey ran Absolute Basics and Internet Basics computer training sessions in April. Both programs were fully registered. After two years of participating in the Get a Life Festival we have decided to withdraw from the event and devote our staff time to creating a signature festival for the Orillia Public Library that includes the idea of community- building and adds our true area of expertise — information? We are delighted to announce our "Orillia Public Library How -To Festival: 50 things in 5 hours for free" which will be held Saturday, November 9th. We hope this will be an annual event that will promote skills development in a fun and interactive way. Sarah Csekey is working on tailoring the festival to the needs of our customers. Jayne gave a presentation to the Oro Medonte Senior's Group entitled "Family History: Now That I've Started Researching, What Do I Do ? ". There were thirteen people in attendance. Sarah Csekey, Lee Kelly and I are implementing a new Summer Reading Club for adults. We met to firm up program details and promotion. Jayne held a meeting of Lifescapes, her memoir writing group. The Bookworms Book Club, led by Michelle Sinclair, met in April and discussed "The Ladies Lending Library" by Janice Kulyk Keefer. There were twelve members in attendance. The Orillia's Big Read Committee held a meeting in April. Page 328 of 366 12g) Minutes of Orillia Public Library meeting held on A... Jayne is leading the Birthday Party Committee which met in April to brainstorm ideas for our celebration of the move one year ago into our new buiding. Committee members include Jayne, Erin Damery, Melissa Robertson, Pat Hopkins and Tina Chatten. The celebration will run June 3 rd -8 th Sarah Csekey has been experimenting with new ways to reach new library users via new technologies. One of these, What Was There, http: / /www.whatwasthere.com/ ,is a site that ties historical images into Google Maps and allows the viewer to fade in and out of history using a simple toggle device. It is a great tool to highlight our digital collections in Local History because the photos can be indexed for easy searching, and has the ability to embed links to take users directly to our online collections. This is an extension of our services that is fairly quick to add to and allows us to market ourselves locally as well as worldwide. Jennifer Murrant, along with volunteer Gail Ward, have been reorganizing and shifting in the Local History Room. The Stephen Leacock collection is now in a more prominent position and the Leacock award winners have been put in winning date order and any missing titles have been ordered. Jennifer commented that Gail is an excellent resource and addition to our volunteers. Eighteen people were provided with library materials in our Community Outreach program. Materials were also delivered to Victoria House and Birchmere Retirement Residence. Michelle Sinclair and Lee Kelly created book displays on such topics as Easter, Earth Day, Jazz and Spring reads. I proctored two exams in April. Michelle Sinclair sent out two booksets in April. GOAL 4: Advocate for increased public awareness of the value and range of library services: Jayne Turvey, along with Children's staffer Erin Damery, attended Orillia's Day of Caring at St. James Church on Thursday, April 4tn. The day, organized by the Key program from the hospital, was planned to show homeless and low income people and families that Orillia cares. There were several booths set up, including hair cutting, massages, clothing, food, etc. A Library booth was set up to let people know how they could get a Library card and take advantage of our services. 1,000 Acts of Reading gift bags were also handed out. GOAL 5: Develop methods of measurement to evaluate the effectiveness of library services and programs: Page 329 of 366 12g) Minutes of Orillia Public Library meeting held on A... As of April 30th, the Orillia Public Library Facebook page has 575 followers. We expect to hit 600 followers in May. We also have 458 people following us on Twitter. GOAL 6: Investigate, develop and maintain partnerships in the community: The Library's partnership with the Welcome Centre Immigrant Services continues to be successful. Three programs were held in April. Jayne Turvey, along with Information Orillia and Helping Hands, assisted in the organization of the Community Volunteer Fair which took place at the Library on Saturday, April 20th. There were close to twenty community groups, including the Library, who set up booths in order to recruit new volunteers. We partnered with Change the World in April for the "Plant a Seed, Grow a Row" project which was held at the Library. Change The World is a province wide initiative to encourage youth between the ages of 14 -18 to volunteer and also a way in which they can get their community hours. Over 50 youth attended and planted seedlings. When harvested, the produce will be presented to The Sharing Place Food Bank. Lee Kelly attended the Leacock Awards Luncheon on Thursday, April 25th. Cassie Stocks was the winner of the Leacock Medal for Humour for her debut novel, "Dance, Gladys, Dance ". I attended an Information Orillia board meeting in April. Goal 7: Attract, develop and maintain a trained and educated workforce. I attended a webinar entitled "Planning and Evaluating Roving Reference ". It provided an overview of roving reference, with an emphasis on planning and evaluating its use. Sarah Csekey, Jayne Turvey and I attended a webinar entitled "Program Palooza: Sixty Programs in Sixty Minutes ". Successful program models were discussed to aid staff in enriching the community with programming for all ages. Page 330 of 366 April 2013 Computer Use 3099 (up 134% from Apr 2012) Wireless Use 1293 (up 501 % from Apr 2012) Online Products 2779 (up 64% from Apr 2012) WebPage Visits 12,113 (up 50% from Apr 2012) Reference Questions Answered 3660 (up 60% from Apr 2012) As of April 30th, the Orillia Public Library Facebook page has 575 followers. We expect to hit 600 followers in May. We also have 458 people following us on Twitter. GOAL 6: Investigate, develop and maintain partnerships in the community: The Library's partnership with the Welcome Centre Immigrant Services continues to be successful. Three programs were held in April. Jayne Turvey, along with Information Orillia and Helping Hands, assisted in the organization of the Community Volunteer Fair which took place at the Library on Saturday, April 20th. There were close to twenty community groups, including the Library, who set up booths in order to recruit new volunteers. We partnered with Change the World in April for the "Plant a Seed, Grow a Row" project which was held at the Library. Change The World is a province wide initiative to encourage youth between the ages of 14 -18 to volunteer and also a way in which they can get their community hours. Over 50 youth attended and planted seedlings. When harvested, the produce will be presented to The Sharing Place Food Bank. Lee Kelly attended the Leacock Awards Luncheon on Thursday, April 25th. Cassie Stocks was the winner of the Leacock Medal for Humour for her debut novel, "Dance, Gladys, Dance ". I attended an Information Orillia board meeting in April. Goal 7: Attract, develop and maintain a trained and educated workforce. I attended a webinar entitled "Planning and Evaluating Roving Reference ". It provided an overview of roving reference, with an emphasis on planning and evaluating its use. Sarah Csekey, Jayne Turvey and I attended a webinar entitled "Program Palooza: Sixty Programs in Sixty Minutes ". Successful program models were discussed to aid staff in enriching the community with programming for all ages. Page 330 of 366 12g) Minutes of Orillia Public Library meeting held on A... REPORT OF THE DIRECTOR OF TECHNICAL SERVICES April 2013 Submitted by Susan Dance Checkouts: In April 2013 31,260 items were checked out -- the highest number for any month this year. While this is a large increase over April 2012 (20,763 items checked out) it should be noted that from April 25- May 30 2012 the library was closed for the move; therefore statistics for that period may not be typical. April 2013 shows an increase of 65% over the same month in 2011. Staffmg: All library staff attended the full day of customer service training on April 3rd. Technical Services staff finished the day with a department meeting to debrief and to determine next steps. We discussed general approaches to dealing with challenging situations. I had a follow -up meeting with one staff member who had particular concerns about an identified patron; we developed a strategy for dealing with this patron and have not had any further issues since that time. Richard Anderson's upcoming promotion to Head of Circulation creates a Circulation Clerk position vacancy in mid -May. Melanie Brooker, part -time Technical Processing Clerk, has been hired for this full -time position, and will start May 21. Melanie has customer service skills honed in the hospitality industry and at work for the City of Orillia, and brings valuable work experience in book retail. Jenna McIsaac, a Children's Page, has been hired on contract to fill the TP Clerk position vacated by Melanie. Jenna will also keep her position in Children's. Job descriptions have been updated for Circulation Clerks I and III, TP Clerks I and II and Head of Circulation Services. Financial: The City sent us the 2013 transactions analyses for January, February and March on April 25. These were the first financials received for 2013. Melissa Robertson and I worked to reconcile these statements with our own tracking of materials spending. There was one minor discrepancy which led to some changes to our practices. We anticipate that in the coming months our internal tracking will be a reliable system to monitor not only spending but also encumbrances for library materials, which should help us fine -tune our materials spending as we approach year's end. Technology: The latest update to Library. Solution, our ILS (integrated Library System) was installed by the vendor (The Library Corporation). 11Page Page 331 of 366 12g) Minutes of Orillia Public Library meeting held on A... A connecting piece on one of the automated sorter's conveyor belts broke off. The manufacturer (Bibliotheca) recommended that we make this repair ourselves, so with their advice we reattached the broken piece the following evening at closing time. The adhesive cured overnight and the sorter was operational in the morning. The audio alarm on the security gates at the Mississaga Street door stopped working on April 24. Bibliotheca determined that the buzzer board needed replacement. A replacement part was shipped out and a technician arrived to install the part, only to find that the replacement part was defective. A replacement- replacement part was shipped, received and successfully installed two days later. Other activities: The library's 2012 annual report was printed and distributed. Thanks to Lee Kelly from Information Services for her design expertise. I assisted with the submission by the library's architects for the OLA building award. On April 25 I attended the annual awards luncheon for the Stephen Leacock Memorial Medal for Humour. As a volunteer reader for the award I was happy to round off the season with a celebration for Cassie Stocks, whose book Dance, Gladys, Dance came first in a field of 68 entries. Essential Statistics: Comparisons between April 2012 and April 2013 are problematic: on April 25 2012 the library closed to prepare for the move to the new building; also, later in that month the catalogue records for the opening day collection were uploaded to the system (reflected in "Items added" below). Jan. 2013 Feb. 2013 Mar. 2013 Apr. 2013 2013 YTD 2012 YTD 2012 -2013 Change Circulation Checkouts 30,547 27,799 29,561 31,260 119,167 80,295 48% Holds added 3,944 3,123 3,768; 3,834 14,669 6,339 131% Borrowers added 389 347 337 234 1,267 689 84% Technical Processing Items added; 1,084 1,000 1,220 1,013 4,317 15,639 -72% Items deleted 940 540 924 1,176 3,580 5,487 -35% 2IPa`fc Page 332 of 366 12g) Minutes of Orillia Public Library meeting held on A... Ministry of Citizenship and Immigration Minister 6`" Floor 400 University Avenue Toronto ON M7A 2R9 Tel.: (416) 325 -6200 Fax: (416) 325 -6195 April, 2013 Min €stare des Affaires civiques et de Pimmigration ta 6 re 6g etge 400, avenue University ®r Toronto ON M7A 2139 Ontario Tel.: (416) 325 -6200 T@lec.: (416) 325 -6195 Re : Ontario Medal For Good Citizenship Dear Friends: I am pleased to invite you to participate in the 2013 Ontario Medal for Good Citizenship by nominating a deserving citizen. Established in 1973, the Ontario Medal for Good Citizenship honours Ontarians who, through exceptional, long -term efforts, have made outstanding contributions to community life. Recipients will be presented with their medal by the Lieutenant Governor of Ontario at a special ceremony at Queen's Park in the Fall of 2013. Nomination can be made by visiting the Ministry of Citizenship and Immigration's website at: www .ontario.ca /honoursandawards. You may submit your nomination on -line by choosing the "Nominate Online" option, or download the PDF format on the website to submit by mail. For any further information, please contact the Ontario Honours and Awards Secretariat at 416 314 -7526, 1 877 832 -8622 or (TTY) 416 327 -2391. Nominations must be received by July 17, 2013. I encourage you to take the time to nominate a deserving citizen in your community for an Ontario Medal for Good Citizenship. The men and women we honour stand as shining examples to us all. Sincerely, Z*qa, Michael Coteau Minister FOR YOUR INFO • ; ►r i i •a ka is TO Clerks Dept Page 333 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... ®Lake Simcoe Region conservation authority BOARD OF DIRECTORS' MEETING NO. BOD -04 -13 — Friday, April 26, 2013 Township of Ramara, 2297 Highway 12, Brechin, ON MINUTES LSRCA Board Members Present: Mayor R. Grossi, Chair Regional Councillor D. Bath, Vice -Chair Councillor M. Baier Regional Councillor J. Ballinger Mr. E. Bull Councillor P. Craig Councillor D. Crake Mayor G. Dawe Deputy Mayor B. Drew Councillor A. Eek Councillor D. Evans Councillor K. Ferdinands Mayor V. Hackson Councillor B. Haire Councillor D. Kerwin Councillor J. O'Donnell Mayor A. Orsi Councillor S. Strangway Regrets: Councillor B. Ward I. DECLARATION OF PECUNIARY INTEREST LSRCA Staff Present: D.G. Wood, Chief Administrative Officer B. Kemp, General Manager, Conservation Lands J. Lee, General Manager, Corporate & Financial Services R. Jarrett, General Manager, Communications & Education R. Baldwin, Acting General Manager, Watershed Management T. Barnett, Coordinator, BOD /CAO, Project & Services B. Thompson, Subwatershed Implementation Specialist Guests Mayor W. Duffy, Ramara M. Jones, BDO Canada LLP Councillor Bruce Haire declared an interest regarding the Auditor's report due to the fact that his daughter is employed by BDO Canada LLP, the Authority's auditors. II. APPROVAL OF THE AGENDA Moved by: A. Eek Seconded by: B. Drew BOD- 059 -13 RESOLVED THAT the content of the Agenda as presented for the April 26, 2013 meeting of the Board of Directors be approved as amended to include some procedural questions under Item XII, Other Business. CARRIED III. ADOPTION OF THE MINUTES a) Board of Directors Moved by: J. Ballinger Seconded by: E. Bull Page 334 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 2 of 8 BOD- 060 -13 RESOLVED THAT the minutes of the Board of Directors' Meeting No. BOD -03 -13 held on Friday, March 22, 2013 be adopted and approved, with one change to Resolution No. BOD- 043 -13, whereby the letter to MOE and MNR should also include the problem with cormorants. CARRIED b) Conservation Ontario Council Moved by: J. Ballinger Seconded by: E. Bull BOD- 061 -13 RESOLVED THAT the minutes of Conservation Ontario Council Meeting No. 1/13 held on Monday, April 8, 2013 be received for information. CARRIED IV. ANNOUNCEMENTS a) 2013 Lake Simcoe Watershed Report Card Printed copies of the 2013 Lake Simcoe Watershed Report Card were distributed to Board members, and each member was also given 100 copies to share with their municipalities. b) Conservation Ontario 2012 Annual Report Printed copies of Conservation Ontario's 2012 Annual Report were distributed to Board Members. c) Lake Simcoe Science Fish Tales Printed copies of Lake Simcoe Science Fish Tales were distributed to Board Members. d) Newmarket Volunteer Evening of Distinction CAO Gayle Wood announced that on April 24`h, Councillor Dave Kerwin and General Manager, Conservation Lands, Brian Kemp attended Newmarket's Volunteer Evening of Distinction and received the Environmental Award of Merit, which LSRCA had been awarded based on a nomination by Neighbourhood Networks. e) Lake Simcoe Conservation Foundation - 25`h Annual Conservation Dinner CAO Gayle Wood reminded Board members about the 25`h Annual Conservation Dinner being held Wednesday, June 5 1 at Carrying Place Golf and Country Club and asked that Board members please consider purchasing tickets or donating items. For more information on the Dinner, please click the banner below to contact Judy Milner @ 905 - 895 -1281 Ext 241 or I.milner @lsrca.on.ca. f) New LSRCA Environmental Officer CAO Gayle Wood announced that a new Environmental Officer, Christopher Cummings, had started at LSRCA on April 15`h. CAO Wood also noted that Christopher will be sworn in at the May board meeting and the Board would have an opportunity to meet him at that time. g) Queen's Diamond Jubilee Medal CAO Gayle Wood congratulated Mayors Dawe, Grossi and Hackson, who are all recent recipients of the Queen's Diamond Jubilee Medal. Page 335 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 3 of 8 h) Twinning Mission 3 CAO Gayle Wood advised that as part of the Twinning Mission 3, she had just returned from the Ayuquila River in Mexico and that LSRCA staff members, Mike Walters, David Lembcke and Phil Davies were currently still there working with our Mexican partners. V. DEPUTATIONS There were no deputations at this meeting. VI. HEARINGS There were no hearings at this meeting. VII. PRESENTATIONS a) 2012 LSRCA Audit Findings General Manager, Corporate & Financial Services, Jocelyn Lee first acknowledged the superb work on the audit of Susan Mackinnon, Acting Finance Coordinator, within a very short time of taking over for Jaclyn Kane, Finance Coordinator who is currently on maternity leave. Ms. Lee then introduced Mr. Michael Jones of BDO Canada LLP to provide a presentation on audit findings regarding the financial statements of Lake Simcoe Region Conservation Authority. Mr. Jones provided an Independent Auditor's Report, noting that BDO Canada had audited the financial statements of Lake Simcoe Region Conservation Authority as at December 31, 2012, and that the audit included evaluating the accounting processes. Mr. Jones advised that it was the opinion of BDO Canada that the financial statements present fairly the financial position of LSRCA and results of operations, that management was cooperative throughout the audit and that there were no issues to report and no significant unadjusted errors found in statements presented. CAO Gayle Wood thanked staff for their remarkable job on the audit. Moved by: D. Bath Seconded by: P. Craig BOD- 062 -13 RESOLVED THAT the presentation by THAT the presentation by Michael Jones of BDO Canada LLP regarding the 2012 LSRCA Audit Findings be received for information. CARRIED General Manager, Corporate & Financial Services Jocelyn Lee, had also prepared a staff report on the 2012 Draft Audited Financial Statements, which was included in the agenda and listed as Item 3. 3. 2012 Draft Audited Financial Statements Moved by: D. Bath Seconded by: P. Craig BOD- 063 -13 RESOLVED THAT Staff Report No. No. 22- 13 -BOD entitled "2012 Draft Audited Financial Statements" be received and approved; and FURTHER THAT the Appropriations to Reserves from operations as outlined in Schedule 5 of the 2012 Draft Audited Financial Statements be approved; and Page 336 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 4 of 8 FURTHER THAT the pending 2012 Audited Financial Statements be distributed to the Ministry of Natural Resources and the Authority's banker. CARRI ED VIII. DETERMINATION OF ITEMS REQUIRING SEPARATE DISCUSSION The Board identified Agenda Items 1b), 7, and 9 for separate discussion. IX. ADOPTION OF ITEMS NOT REQUIRING SEPARATE DISCUSSION Moved by: D. Kerwin Seconded by: S. Strangway BOD- 064 -13 RESOLVED THAT the following recommendations respecting the matters listed as "Items Not Requiring Separate Discussion" be adopted as submitted to the Board and staff be authorized to take all necessary action required to give effect to same. CARRIED 1. Correspondence BOD- 065 -13 RESOLVED THAT the correspondence listed in the agenda as item 1 (a) be received for information. CARRIED 2. Monthly Communications Update BOD- 066 -13 RESOLVED THAT the Monthly Communications Update for the month of April 2013 and the Activity Summary for the month of March 2013 be received for information. CARRIED 4. Approval of York Region Subwatershed Implementation Plan BOD- 067 -13 RESOLVED THAT Staff Report No. 23- 13 -BOD regarding the York Region Subwatershed Implementation Plan (2013 - 2017) be received for information; and FURTHER THAT the Board of Directors approve for release the York Region Subwatershed Implementation Plan (2013 - 2017). CARRIED 5. Rogers Reservoir Conservation Area Management Plan BOD- 068 -13 RESOLVED THAT Staff Report No. 24- 13 -BOD regarding the Rogers Reservoir Conservation Area be received for information; and FURTHER THAT the Management Plan and associated Business Plan be approved; and FURTHER THAT Conservation Authority staff continue to pursue funding and in -kind support to implement the recommendations of the Management Plan. CARRIED 6. 2013 Conservation Awards BOD- 069 -13 RESOLVED THAT Staff Report No. 25- 13 -BOD regarding the 2013 Conservation Awards be received for information; and Page 337 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 5 of 8 FURTHER THAT staff recommendations for the introduction of a new Conservation Award category and for the date of the 2013 Conservation Awards ceremony be approved. CARRIED 8. Updated LSRCA Technical Guidelines for Stormwater Management Submissions BOD- 070 -13 RESOLVED THAT Staff Report No. 27- 11 -BOD regarding the proposed changes to the " LSRCA Technical Guidelines for Stormwater Management Submissions" be received for information; and FURTHER THAT the updated Guidelines be approved by the Board of Directors. CARRIED X. CONSIDERATION OF ITEMS REQUIRING SEPARATE DISCUSSION 1. Correspondence b) CAO Gayle Wood brought to the Board's attention a letter received from the City of Barrie advising Councillor Ward's percentage of the weighted vote concerning the Lake Simcoe Region Conservation Authority's 2013 budget at the April 26, 2013 Board of Directors' Meeting has been assigned to Mr. Eric Bull. Ms. Wood explained that voting is based on percentage in accordance with current value assessment, and the City of Barrie was recognizing the fact that Councillor Ward would not be in attendance. It was noted that Mr. Bull would carry his percentage of 12.72 %, along with Councillor Ward's percentage of 12.72 %. Moved by: E. Bull Seconded by: P. Craig BOD- 071 -13 RESOLVED THAT the correspondence listed in the agenda as item 1 (b) be received for information. CARRIED 7. Twinning Business Plan — Mission 3 The Board received Staff Report No. 26- 13 -BOD, prepared by CAO Gayle Wood, regarding the Twinning Business Plan for Mission 3 and the submission of a $20,000 support request to the International Rive rFoundation. CAO Gayle Wood reported on the Mission 3 Business Plan that was included in the agenda, explaining that when the Thiess International Riverprize was won in 2009, an additional $100,000 was awarded by the International River Foundation to LSRCA in order to carry out a twinning project. CAO Wood explained that $20,000 per year had been received for the twinning project and that once the Mission 3 Business Plan is approved, $20,000 will be received for Mission 3 activities in 2013. CAO Wood then advised the Board that as part of Mission 3, she had just returned from the Ayuquila River in Mexico and that other team members; namely, Mike Walters, Phil Davies and David Lembcke, were still in Mexico at the time of the Board meeting. CAO Wood explained that the team was assisting the Mexican partners with water quality monitoring, and assessing erosion problems. CAO Wood noted that the Mexican partners are very grateful for this assistance and that they were very impressed with LSRCA Board during their visit in September 2012. Page 338 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 6 of 8 Moved by: D. Evans Seconded by: G. Dawe BOD- 072 -13 RESOLVED THAT Staff Report No. 26- 13 -BOD regarding Twinning Business Plan — Mission 3 be received for information; and FURTHER THAT the Business Plan be submitted to the International RiverFoundation with a request for $20,000.00 to support the Mission 3 Initiative. CARRIED 9. 2013 Proposed Budget The Board received Staff Report No. 28- 13 -BOD, prepared by General Manager, Corporate & Financial Services, Jocelyn Lee regarding LSRCA's 2013 Budget. Ms. Lee then provided a presentation on the 2013 Budget, highlighting some of the budget assumptions and drivers, changes from 2012 to 2013 regarding government funding, and final revenue and expenditures. On a question from the Board about how the reduction in government funding would affect the Ramara Creeks Project, Ms. Lee advised that this project has been funded in the past through Environment Canada's Lake Simcoe Clean -Up Fund (LSCUF). Applications for the Clean -Up fund, which has now been extended to include south - eastern Georgian Bay (LSGBCUF) were submitted at the end of January, and currently no news has been received regarding which applications may be funded for 2013 and beyond. The Board raised the issue of the forgivable loan the LSRCA has outstanding with York Region, and after a brief discussion it was decided that this matter would be deferred to the recently created York Region 2014 Budget Ad Hoc Committee. A weighted recorded vote was then taken for the approval of the Authority's 2012 budget. Moved by: J. Ballinger Seconded by: G. Dawe BOD- 073 -13 RESOLVED THAT Staff Report No. 28- 13 -BOD regarding LSRCA's 2013 Proposed Budget be received; and FURTHER THAT the 2013 budget estimates, with projected revenues in the amount of $13,629,313, as presented in the 2013 budget book be approved; and FURTHER THAT the net reserve appropriations in the amount of $430,388 as outlined in the 2013 budget book be approved; and FURTHER THAT copies of the approved budget be circulated to the Lake Simcoe Region Conservation Authority watershed member municipalities; and FURTHER THAT each watershed member municipality be formally advised of their respective share of the general levy and special capital levy. CARRIED The Authority's 2012 Budget was approved with a weighted recorded vote of 100.00% representing 100% of those in attendance at the meeting. Page 339 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 7 of 8 Representative Partner Municipality YEA NAY Councillor Maria Baier Town of Innisfil 5.61% 0 Regional Councillor Jack Ballinger Durham Region (Uxbridge) 2.94% 0 Regional Councillor Debbie Bath, Vice -Chair Durham Region (Brock) 2.94% 0 Mr. Eric Bull City of Barrie 12.72% 0 Councillor Phil Craig York Region (Georgina) 7.14% 0 Councillor Del Crake Town of Bradford -West Gwillimbury 5.81% 0 Mayor Geoffrey Dawe York Region (Aurora) 7.14% 0 Regional Councillor Bobbie Drew Durham Region (Scugog) 2.94% 0 Councillor Avia Eek York Region (King) 7.14% 0 Councillor Dwight Evans Township of Oro - Medonte 1.50% 0 Councillor Ken Ferdinands York Region (Whitchurch- Stouffville) 7.14% 0 Mayor Robert Grossi, Chair York Region (at Large) 7.14% 0 Mayor Virginia Hackson York Region (East Gwillimbury) 7.14% 0 Councillor Bruce Haire Town of New Tecumseth 0.61% 0 Councillor Dave Kerwin York Region (Newmarket) 7.14% 0 Councillor John O'Donnell Township of Ramara 1.62% 0 Councillor Stephen Strangway City of Kawartha Lakes 0.61% 0 Councillor Barry Ward City of Barrie 12.72% 0 Total 100.00% 0 Moved by: V. Hackson Seconded by: G. Dawe BOD- 074 -13 RESOLVED THAT the matter of the forgivable loan be referred to the York Region 2014 Budget Review Ad Hoc committee. CARRIED XI. CLOSED SESSION The Board moved to Closed Session to deal with a human resources matter. Moved by: P. Craig Seconded by: E. Bull BOD- 075 -13 RESOLVED THAT the Board move to Closed Session to deal with a confidential human resources matter, and FURTHER THAT the Chief Administrative Officer and Members of the Executive Management Team, and the Coordinator BOD /CAO, Projects and Services, remain in the meeting for the discussion. CARRIED Moved by: J. Ballinger Seconded by: B. Haire BOD- 076 -13 RESOLVED THAT the Board rise from Closed Session and report findings. CARRIED a) Human Resources Matter Moved by: G. Dawe Seconded by: D. Crake Page 340 of 366 12h) Minutes of Lake Simcoe Region Conservation Authorit... Lake Simcoe Region Conservation Authority Board of Directors' Meeting BOD -04 -13 April 26, 2013 — Minutes Page 8 of 8 BOD- 077 -13 RESOLVED THAT Confidential Staff Report No. 29- 13 -BOD regarding a human resources matter be received for information; and FURTHER THAT the recommendations within this staff report be approved. CARRIED XII. OTHER BUSINESS a) Chair Grossi asked the Board if they would like to begin each meeting with a moment of meditation or leave agenda as it. The Board responded to leave the agenda as it currently is. b) Councillor Craig had a couple of procedural questions regarding permitting and asked if going forward the Board would be involved in permit granting. CAO Gayle Wood advised that permit applications are reviewed by staff, and that staff are authorized to approve permit applications that comply with policies. She further explained that any permits which are denied by staff can be subject to an appeal, such appeal to be conducted by the Board of Directors. Councillor Craig then asked if legal advice is sought regarding permit applications. CAO Wood advised that legal opinions are protected as confidential, if sought. c) Councillor Craig announced that the 5 1 Annual Georgina Salutes event take place on Saturday, May 25`h from 10:00 a.m. to 4:00 p.m. Tickets are $5.00 per person. For more information, please click on the link below: http:/ /www.georginamilitarVmuseum.ca/ d) Councillor Evans mentioned that the Township of Oro - Medonte was planning a fundraising event in Hawkestone River, and the organizing committee has been advised that it requires an environmental assessment for use of the river. CAO Wood advised that staff would look into this matter and report back to Councillor Evans. XIII. ADJOURNMENT The meeting was adjourned at 11:30 a.m. on a motion by J. Ballinger. Mayor Robert Grossi Chair D. Gayle Wood Chief Administrative Officer Page 341 of 366 13a) Correspondence dated May 21, 2013 from Jim Pfaff, S... • simcoe muskoka DISTRICT HEALTH UNIT May 21, 2013 � — !� a I MAY 2 Z 2013 i Mr. Robin Dunn ORO- MEEDON4.1`1 Chief Administrative Officer RTOW 9riIF _I Township of Oro- Medonte - - - Box 100 Oro, ON LOL 2X0 Dear Mr. Dunn: Re: .Nest Nile Virus Program Planning — 2013 Planning is well underway for the 2013 West Nile virus season. The health unit program, as in previous years, will include public education, surveillance and mosquito control coordination. The need for larviciding programs in your municipality in the upcoming season was assessed according to a local risk assessment and decision - making framework which was developed in 2006 and updated in 2008. The framework considers the presence and abundance of critical amplification vector, Culex pipiens/restuans, populations in previous surveillance seasons, and the presence of WNv positive indicators, excluding avian specimens, within the vicinity in the previous season. As a result of this evaluation, municipalities were assigned to one of three tiers for control actions. The three tiers are: I. Larviciding Actions: This tier consists of those municipalities which have received direction to larvicide from the Medical Officer of Health in previous seasons and have evidence of sustained Culex pipiens/restuans populations throughout the season and multiple positive WNv indicators in previous seasons. Notice to larvicide catch basins will be issued by the Medical Officer of Health to these municipalities II. Heightened Surveillance — Larviciding Standby: This tier consists of those municipalities which have received direction to larvicide from the Medical Officer of Health in previous seasons but do not have sustained Culex pipiens/restuans populations throughout the season and /or do not have multiple positive WNv indicators in previous seasons. Notices to larvicide will not be issued by the Medical Officer of Health at this time. Heightened surveillance activities will be implemented in these municipalities to monitor the presence and abundance of mosquito populations of concern, primarily Culex pipiens/restuans. As a component of WNv contingency planning, these municipalities shall complete the Ministry of Environment permit application process and be on standby to larvicide catch basins on short notice should the current season surveillance data indicate the need for control measures. ❑ Barrie: ❑ Collingwood: ❑ Cookstown: ❑ Gravenhurst: ❑ Huntsville: ❑ Midland: ❑ Orillia: 15 Sperling Drive 280 Pretty River Pkwy. 2 -25 King Street S. 2 -5 Pineridge Gate 34 Chaffey St. B -865 Hugel Ave. 120 -169 Front St. S. Barrie, ON Collingwood, ON Cookstown, ON Gravenhurst, ON Huntsville, ON Midland, ON Orillia, ON L4M 6K9 L9Y 4J5 LOL 1 LO Pip 1 Z3 P11­1 1 K1 L4R 1X8 L3V 4S8 705 - 721 -7520 705- 445 -0804 705 - 458 -1103 705 -684 -9090 705 - 769 -8813 705 -526 -9324 705 -325 -9565 FAX: 705-721-1495 FAX: 705-445-6498 FAX: 705-458-0105 FAX: 705-684-9887 FAX: 705 -789 -7245 FAX: 705-528-1513 FAX: 705-325-2091 Your Health Connection Page 342 of 366 13a) Correspondence dated May 21, 2013 from Jim Pfaff, S... III. Ongoing Monitoring: This tier consists of those municipalities which have not received direction from the Medical Officer of Health to larvicide in previous seasons. Surveillance strategies will continue in these areas. It is recommended that these municipalities, as a component of their WNv contingency planning, review the MOE permit application guide and gather the necessary information to complete the permit application process on short notice. The Township of Oro - Medonte has been assessed as Tier III: Ongoing Monitoring. Based on this assessment, the Township of Oro - Medonte is directed to review the MOE permit applicant guide and gather the necessary information to complete the permit application process on short notice should it be necessary. A template will be forwarded for your use in tracking municipal WNv expenditures for the 2013 season. Submission of WNv expenditures will be requested in October, 2013. A template for completion will be forwarded at that time. We appreciate your continued participation in the WNv program. For further information, please contact Lori Holmes, Vector -borne Disease Program Coordinator at 721 -7330, ext. 7266. Yo rs in good health, Jim faff, CD, BSc, D, DAvMed, AFOM ciate Medical Officer of Health C. Jerry Ball, Public Works Supervisor Page 343 of 366 13b) Correspondence dated May 24, 2013 from Allan and Li... May 24, 2013. Township of Oro - Medonte 148 Line 7 South Oro, Ontario LOL 2X0 Attention: Mayor Hughes and Council This letter is to formally request that Council review Oro - Medonte's By -Laws regarding the operation of heavy trucks on township roads — specifically in respect to their operating hours. The large tanker trucks transporting water out of the Gold Mountain Springs well site on the gm Line North operate 7 days a week. They frequently pass our home as late as 11:00 pm. and begin hauling as early as 4:00 am. Most of us prefer to be sleeping at that time in the morning, but it has become increasingly impossible to do so due to the noise these trucks make as they exit the gth Line and travel east on Horseshoe Valley Rd. It is worth noting that our house is located more than 100 feet back from the road, our bedroom windows do not face the road, and they have not been open in the evening as they normally would be during the warmer weather. I first called Mr. Curtis Shelswell (By -Law Enforcement) on Friday, April 5, 2013 to make a verbal complaint and he agreed to look into the matter. In my follow -up call to Mr. Shelswell on May 12th, he indicated that he would contact Gold Mountain Springs and hoped the situation was a temporary one. It was not, and in a subsequent complaint call to Mr. Shelswell I mentioned that the township's '/2 Load Limit was still in effect and perhaps there was an ulterior motive for hauling what was obviously a full load at that time in the morning, in the darkness. There is no mistaking a lumbering tanker truck, with full - length side running lights, shifting through multiple gears to make the gradient on both the gth Line and Horseshoe Valley Road. Haulage and pumping records should be available to the township on request as GMS operates under a regulated Permit To Take Water. To our disappointment the situation has not changed. In fact we have since been awakened by the same truck noise on: Wed. April 17 at 4:30 am., Thurs. April 18 at 5:20 am., Friday April 26 at 4:27 am., Tues. May 7 at 3:42 am., Wed. May 8 at 3:57 am. and Wed. May 15 at 4:33 am. I recently reviewed Oro - Medonte's By -Law No. 2013 -083 and noted that it applies specifically to heavy trucks (gravel) on the 7th Line North in response to similar complaints from residents on that road. On behalf of my family and our neighbours, we would greatly appreciate the same consideration from Council in creating a similar, or broader reaching By -Law to protect our rights in this case. We look forward to your support and prompt reply. Sincerely, Allan and Linda Baker 638 Horseshoe Valley Rd. East RR #4, Coldwater, ON LOK 1 EO Cc: Mr. Curtis Shelswell, Chief Municipal Law Enforcement Officer Mr. Jerry Ball, Director Transportation & Environmental Services Mr. Doug Irwin, Director, Corporate Services /Clerk Page 344 of 366 13c) Correspondence dated May 28, 2013 from Andre Gromov... Brissette, Marie To: Teeter, Janette Subject: RE: Ukrainian Village water system - request for service and take over From: Andre Gromov] Sent: Tuesday, May 28, 2013 4:33 PM To: Irwin, Doug Cc: Ball, Jerry Subject: Ukrainian Village water system - request for service and take over Doug I have spoken with Jerry who has suggested that I would make a formal request with you - the township clerk. This take over can be very beneficial to the Township as more an more retirees have been moving to the village and settling in; which will insure steady cash flow for you. Majority of the village appreciate your taking over the roads and would like you do the same with the water system. As a resident of Oro- Medonte and property owner in the Ukrainian Village in Hawkestone, Ontario, on behalf of myself and families I have spoken with I would like to raise a serious concern regarding the condition of water system in the Village and risk that it poses on its residents. Jerry's staff visited the site including touring the pump house earlier this year; my understanding is that his staff was not impressed. for my part as an insider I can share with you that the system has not been maintained for a long time and as a result is not sustainable. It brakes very often which can be very harmful to the water quality; village is a home for many retired Canadians. Majority of the village appreciate your taking over the roads and would like you do the same with the water system should you require additional information please call me direct Andre Gromov Page 345 of 366 13c) Correspondence dated May 28, 2013 from Andre Gromov... /3C Irwin, Doug From: Slawko Borys < Sent: Monday, June 3, 2013 3:bb rive To: Ball, Jerry; Irwin, Doug Subject: Fw: Agenda Item For Tomorrows Council Meeting FYI Gentlemen: Good Day Councillor Evans, I am writing to you with regard to an agenda item I see on the next township meeting. Specifically an individual request from a resident for the township to assume control of our water system. I would like to advise you that this individual is not writing on behalf of the Sokil Property Owners Association, or the Ukrainian National Federation which own the system. This individual neither speaks for the membership nor has he been appointed by the board to speak on our behalf. The claims made in his e-mail request are specifically incorrect, and have no merit or basis in fact. 1) Our system has passed, with NO FINDINGS, every one of our compliance audits from the ministry of environment. 2) We have a professional service provider supplying 24hr /7day a week monitoring and testing of the water with both on site and remote monitoring 3) We have had a number of water line breaks due to a) residents planting large trees in close proximity to water lines and b) due to frost induced breaks / leaks due to age of the system. IN all cases the repairs have been made by professional plumbing contractors within an immediate time frame. There have been no breaks in the system in the last 2 years. I would like to go on the record that is is absolutely no desire from either the Property Owners Association or the UNF of Canada for the township to assume ownership and control of our water system. Township staff were on site last year to discuss the possibility of the township providing us with management services in place of our current provider as part of an RFP review, and in fact advise that they would not be able to provide the same kind of service for the same costs as what we currently have from Team Aquatic. They indicated that some equipment would need upgrading, and we have in fact taken their advice and are working on some upgrades. At no time was their an indication that the system was sub - standard and unsustainable. have copied Adrian Sahan, the president of the Property Owners Association on this e-mail. If you have any further questions please do not hesitate to give me a call. Thanks, Slawko Borys Page 346 of 366 13d) Correspondence dated May 23, 2013 from Sandra Monk,... �ANADIAa Dear Council Members RECEIVED 0RO -ME DON TE TOWN HlP w This letter is to announce important news about the Orillia and District Canadian Club. After one hundred years of operation, the current executive, for a variety of reasons, has reluctantly had to make the decision to cease all activities of the club, effective Aug. 30, 2013. On a more positive note, as this year marks the 100`h anniversary of the founding of the Orillia and District Canadian Club, certainly a major celebration is called for. To mark this occasion and to celebrate the significant contributions of the club to the social fabric of Orillia for the last century, the club will be holding the 100`h Anniversary High Tea at Hawk Ridge Golf and Country Club on Wednesday, June 19 from 2 to 4 p.m. We hope that a significant number of Orillians will wish to celebrate with us by attending this event. So we cordially invite you and members of your executive or club to join us to mark this milestone. Tickets are $25 and are available for purchase until Wed. June 12 at June's Flowers on Laclie St or P.D. Murphy's on Mississaga St, or by contacting me at 705 - 325 -6987. Yours Zo Sank a Com mittee Chair and Past President Orillia and District Canadian Club Page 347 of 366 15a) A By -law to Permanently Close and Sell Part of the THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -079 A By -law to Permanently Close and Sell Part of the Road Allowance On Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe. WHEREAS pursuant to Section 11(3) of the Municipal Act 2001, S.O. 2001, c.25, as amended, Council is empowered to pass by -laws respecting highways; AND WHEREAS Section 34 of the Municipal Act, S.O. 2001, c.25, as amended, provides procedures for highway closing; AND WHEREAS the part of the road allowance on Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, is no longer required for municipal purposes; AND WHEREAS Council has determined that the said lands are not required for municipal purposes, and has by resolution declared the lands designated as part of the road allowance on Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548- 0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, described in Schedule "A" attached hereto, to be surplus to the needs of the municipality; AND WHEREAS Section 270 of the Municipal Act, 2001, S.O. 2001, c.25, as amended, authorizes a Council of a municipality to sell or otherwise dispose of land in accordance with policies adopted and maintained by the municipality in respect thereof; AND WHEREAS Council passed By -law No. 2012 -112 on the 6th day of June, 2012, being a By -law to establish a policy with respect to the sale and other disposition of land; AND WHEREAS Council has previously caused notice to be given of its intention to permanently close and sell the lands described in Schedule "A" attached hereto and forming part of this by -law, in accordance with the requirements set out in By -law No. 2012 -112; AND WHEREAS Council has received no notice of objection to the proposed road closure or the proposed sale of land from any party; AND WHEREAS pursuant to By -law No. 2012 -112, the Clerk of the Township of Oro - Medonte did cause a Notice of the proposed by -law to permanently close and sell part of the road allowance on Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, to be published in newspapers of local circulation, a copy of which is attached as Schedule "B" and forms part of this by -law; AND WHEREAS the proposed by -law came before Council of The Corporation of The Township of Oro - Medonte for consideration at its meeting on the 5th day of June, 2013, and at that time Council received no notice of objection to the proposed road closure or proposed sale of land from any party; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. Permanently Close — Council does hereby permanently close part of the road allowance on Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548- 0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, more particularly described in Schedule "A" attached hereto, and forming part of this by- law. Page 348 of 366 15a) A By -law to Permanently Close and Sell Part of the 2. Authorization of Sale — Council does hereby authorize the sale of Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, to Julie Anne Brennan. 3. Sale Price and Consideration — In accordance with By -law No. 2012 -112, Council hereby sets the sale price for land designated as Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe, as follows: Description of Land Sale Price Part 3, 51 R -36354 $ 54,000.00 4. Execution of Documents — The Mayor and Clerk are hereby authorized to sign all documents to carry out the intent of this By -law. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 349 of 366 15a) A By -law to Permanently Close and Sell Part of the Schedule "A" to By -law No. 2013 -079 for The Corporation of the Township of Oro - Medonte Part of the West Half of Lot 16, Concession 12, (Part of PIN #58548 -0160 (LT)), (geographic Township of Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe. Page 350 of 366 15a) A By -law to Permanently Close and Sell Part of the Schedule "B" to By -law No. 2013 -079 for The Corporation of the Township of Oro - Medonte NOTICE OF PROPOSED IN Township of SALE OF LAND BY -LAW N-d HnUq,, Ea Wi g FWl TAKE NOTICE that the Township of Oro - Medonte proposes to pass a By -law to permanently close and sell a part of a road allowance, in the Township of Oro - Medonte, County of Simcoe, more particularly described in Schedule "A° hereto. AND FURTHER TAKE NOTICE that the proposed By -Law will come before the Council of the Township of Oro - Medonte, at its Council meeting to be held at the Council Chambers on the 5"' day of June, 2013, at 10:00 a.m., and at that time Council will hear in person or by his /her counsel, solicitor or agent, any person who claims that his /her land will be prejudicially affected by the By -law. Any person wishing to be heard or make comment on the proposed sale shall provide the undersigned with either a written application to be heard or written comment no later than 12:00 noon on May 30, 2013. DATED AT THE TOWNSHIP OF ORO- MEDONTE THIS 16TH DAY OF MAY. 2013. J. Douglas Irwin, Clerk, Township of Oro - Medonte 148 Line 7 South, Box 100, Oro, ON LOL 2X0 Fax: (705) 487 -0133 SCHEDULE "A" Closure and Sale: Part of the Road Allowance on Part of the West Half of Lot 16, Concession 12 (Oro), Township of Oro - Medonte, described as Part 3, Plan 51 R- 36354, Township of Oro - Medonte, County of Simcoe. Page 351 of 366 15b) A By -law to Amend By -law No. 2011 -028, A By -law to IN. I=K d e] :1091 : L t I[� 7 z 1101 a I: I No O P J l z& i N I X 91 ;K 9] :Tell J d=I Biel z 1119 4 BY -LAW NO. 2013 -094 A By -law to Amend By -law No. 2011 -028, A By -law to Continue a Recreation Technical Support Group WHEREAS Section 224 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended, provides that the role of Council is to ensure that the administrative practices are in place to implement the decisions of Council; AND WHEREAS Council of the Township of Oro - Medonte did, on March 9, 2011, enact By -law No. 2011 -028, A By -law to Continue a Recreation Technical Support Group; AND WHEREAS Council of the Township of Oro - Medonte does not deem it expedient to amend said By -law; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. That Section 3 of By -law No. 2011 -028 be amended by deleting "residing within the Township" after "Five (5) Members of the Public ". 2. This by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 352 of 366 15c) A By -law to Amend By -law No. 2011 -090, A By -law to THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -095 A By -law to Amend By -law No. 2011 -090, A By -law to Appoint Representatives to the Oro - Medonte Recreation Technical Support Group (RTSG) WHEREAS Section 224 of the Municipal Act, 2001, S.O. 2001, c.25, as amended, provides that the role of Council is to ensure that administrative practices are in place to implement the decisions of Council; AND WHEREAS Council of the Township of Oro - Medonte appoints representatives to various committees /organizations and technical support groups; AND WHEREAS Council of the Township of Oro - Medonte did, on March 9, 2011, enact By -Law No. 2011 -028, "A By -law to Continue a Recreation Technical Support Group ". AND WHEREAS Council of the Township of Oro - Medonte did, on June 8, 2011, enact By -law No. 2011 -090, A By -law to Appoint Representatives to the Oro - Medonte Recreation Technical Support Group; AND WHEREAS Council of the Township of Oro - Medonte does now deem it expedient to amend the appointments pursuant to Motion No. C130522 -5. NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. That Section 1 of By -law No. 2011 -090 be deleted in its entirety and replaced with: "That the following public representatives be appointed to the Oro - Medonte Recreation Technical Support Group: • Robert (Ted) Duncan • Reta Regelink • Tracey Rynard • Nancy Stoddart • Tom Wilson And that Robert Barlow be appointed as an alternate member to sit when there are less than 5 voting members present at any meeting. That the continued appointment of the public representatives is subject to on- going adherence of the Township's Procedural By -law, at the sole discretion of Council." 2. This by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. IN. 1410101 :109 ]MAN I[� 7 ZKola 9: I No O P J l Z F9 . I I X 91 ;K 9] :Tell J d=I Biel Z 11114 Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 353 of 366 15d) A By -law to Amend By -law No. 2013 -017, A By -law to THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW 2013 -096 A By -law to Amend By -law No. 2013 -017, A By -law to Establish a Heritage Committee (Heritage Committee) WHEREAS Section 28 of the Ontario Heritage Act, R.S.O. 1990, Chapter 0.18 as amended, herein referred to as the "Act', provides that the council of a municipality may by by -law establish a municipal heritage committee to advise and assist the council on matters relating to Parts IV and V and such other heritage matters as the council may specify by by -law; AND WHEREAS the Council of The Corporation of the Township of Oro - Medonte did on the 13th day of February 2013, enact By -law No. 2013 -017, A By -law to Establish a Heritage Committee; NOW THEREFORE the Council of The Corporation of the Township of Oro - Medonte enacts as follows: 1. That Section 6.1 of By -law No. 2013 -017 be amended by deleting "Five (5) Members of the Public" and adding "Nine (9) Members of the Public". 2. That this By -law shall take force and effect upon final passage hereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 354 of 366 15e) A By -law to Appoint Representatives to the Oro - Medo... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -097 A By -law to Appoint Representatives to the Oro - Medonte Heritage Committee WHEREAS Section 224 of the Municipal Act, 2001, S.O. 2001, c.25, as amended, provides that the role of Council is to ensure that administrative practices are in place to implement the decisions of Council; AND WHEREAS Council of the Township of Oro - Medonte appoints representatives to various committees /organizations and technical support groups; AND WHEREAS Council of the Township of Oro - Medonte did, on February 13, 2013, enact By -Law No. 2013 -017, "A By -law to Establish a Heritage Committee; AND WHEREAS Council of the Township of Oro - Medonte did, on May 22, 2013, adopt Motion No. C130522 -6 to appoint public members to the Heritage Committee. NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. That the following public representatives be appointed to the Oro - Medonte Heritage Committee: • Leah Burton • Suzanne Maria Busby • Murray Cayley • Tim Crawford • Ruth Fountain • Wayne Lintack • Bruce Malcolm • Dorothy Moore • Kayla Thibeault That the continued appointment of the public representatives is subject to on- going adherence of the Township's Procedural By -law, at the sole discretion of Council. 2. That the following members of Council be appointed to the Oro - Medonte Heritage Committee: • Councillor Coutanche • Councillor Crawford • Mayor Hughes (ex- officio) 3. This by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 355 of 366 15f) Being a By -law to Provide for the Giving and Changi... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -098 Being a By -law to Provide for the Giving and Changing of Names to Highways within the Township of Oro - Medonte (McNutt Road) WHEREAS the Municipal Act, S.O. 2001, c.25, as amended, Section 11(3) provides that the Municipality may pass by -laws with respect to highways. WHEREAS the Municipal Act, S.O. 2001, c.25, as amended, Section 61(1) provides that the Municipality may enter upon land lying along a highway to install and maintain a sign setting out the name of a highway. AND WHEREAS the Council of the Township of Oro - Medonte deems it necessary to change the name of a specific highway per Motion No. C130522 -23 at its May 22, 2013 Council meeting; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: That the Road Allowance between Concession 1 and 2, Medonte, Between 51 R -16653 and County Road 22 AKA Horseshoe Valley Road, Oro - Medonte (PIN 58527 -0369 (LT)) be renamed to McNutt Road. That the name of McNutt Road shall be affixed at every affected intersection thereof on public property. Where it is not practical to affix the name on public property, it shall be affixed on private property. That this By -law shall come into force and take effect on the date of final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 356 of 366 15g) A By -law to allow a Temporary Use for a Class "A" D... IN. I=K d e] :1091 : L t I[� 7 z[ 01 a I: I No O P J l z F9 N I X91 Z e] :Tell J d=I Biel z 1119 4 BY -LAW NO. 2013 -099 A By -law to allow a Temporary Use for a Class "A" Dog Kennel On lands described as follows: Part Lot 13, Concession 14, 51 R- 20687, Part 2, Township of Oro - Medonte, County of Simcoe, (Municipally known as 715 Line 13 North) under Section 34 and 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended Roll # 4346- 010 - 005 - 20602 -0000 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to regulate the use of land pursuant to Section 34 of the Planning Act, R.S.O. 1990, c.P.13; WHEREAS an application has been submitted to the Township of Oro - Medonte to establish a use; AND WHEREAS the Official Plan for the Township of Oro - Medonte contains certain policies in Section E 1.2 which allow for the establishment of temporary uses; AND WHEREAS Section 39 of the Planning Act, R.S.O. 1990, c.P.13, as amended, in accordance with Section 34, provides the authority to establish temporary uses; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: Notwithstanding the permitted uses of By -law 97 -95, as amended, as they apply to lands described as Part Lot 13, Concession 14, 51 R- 20687, Part 2, Township of Oro - Medonte, County of Simcoe, as shown of Schedule "A° attached hereto, these lands may be used for a Class "A° Kennel. Schedule "A" attached hereto forms part of this By -law. This By -law is enacted by Council and in accordance with the Planning Act, R.S.O. 1990, c.P.13, will take effect from the date of passing of the By -law and is hereby repealed 3 years from the date of passing of this By -law. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 357 of 366 15g) A By -law to allow a Temporary Use for a Class "A" D... Page 358 of 366 15h) A By -law to Amend By -law 2010 -059, "A By -law to Aut... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -100 A By -law to Amend By -law 2010 -059, "A By -law to Authorize the Execution of an Subdivision Agreement between the Corporation of the Township of Oro - Medonte and 2008628 Ontario Ltd." WHEREAS Section 51, Subsection (26) of the Planning Act, R.S.O. 1990, Chapter P.13, as amended, provides that municipalities may enter into agreements imposed as a condition to the approval of a plan of subdivision and such agreements may be registered against the land to which the subdivision plan applies being Phase 2 of the Diamond Valley Estates Development (Plan 51 M -957), Township of Oro - Medonte, County of Simcoe. AND WHEREAS Council of the Corporation of the Township of Oro - Medonte authorized the execution of a Subdivision Agreement with 2008628 Ontario Ltd. by By- law 2010 -059 in March 2010; AND WHEREAS Council deems it necessary to amend Schedule "D" of By -law 2010- 059 to itemize the cost for the required works identified for Phase 2 of the Diamond Valley Estates Development; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte hereby enacts as follows: That Schedule "D" to By -law 2010 -059 be deleted and replaced with Appendix "A" entitled "Schedule D - the Amended Subdivision Agreement, a copy of which is attached hereto and forms part of this By -law as Schedule "A ", be registered on title against the lands described therein; That the Township of Oro - Medonte shall be entitled to enforce the provisions of the Amended Subdivision Agreement against the owners and any and all subsequent owners of the land; That this By -Law shall come into force and take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 5TH DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 359 of 366 15h) A By -law to Amend By -law 2010 -059, "A By -law to Aut... NOTE: Appendix "A" to By -law No. 2013 -100 for The Corporation of the Township of Oro - Medonte SCHEDULE "D" to By -law 2010 -059 It is understood and agreed that this Schedule forms part of the Subdivision Agreement between the TOWNSHIP OF ORO- MEDONTE AND 2008628 ONTARIO LTD. LETTER OF CREDIT VALUE FOR DIAMOND VALLEY ESTATES - PHASE 2 (EMERALD TERRACE) TOWNSHIP OF OROWEDONTE fTEMIZED ESTIMATE OF COST OF CONSTRUCTION OF EACH PART OF THE WORKS. The following list summen— the cost estimate cf the major works but is not nacessadfy inclusive: Original Remaining Completed Outstanding Work Work A) Roadway works including clearing and grubbing, ezrava8on, granular road base malenal, and two lifts of asphalt __.................._- "1.1.,1..1...... $157,753.96 157,753.96 $0.00 B) Stoun Drainage Works complete including driveway culverls, concrete cable mat, topsoil and sod ditches, topsoil. seed and mulch boulevards and sikaticn and erosion control davice s..___.._... $91,570.50 91,570.50 $(1.00 C) Water Works mctudmg waternrains, valves, hydrants and valves, water —1cas ...................... $113,486.00 113,486.00 $0,00 D) Miscallan us items such as street name eo reguWtary ............ $685.00 $685.00 685.00 $0.00 E) ElecMcat Supply including street lights, control panels and duct crossings 1111..___. .......... $30,140.00 30,140.00 $0.00 SUB -TOTAL $393,635.46 $393,635.46 $0.00 O) 10% Allowance for Engmeenng and Supervision $39.363.55 $39,363.55 $0.00 TOTAL $432,999.01 $432,999.01 $0.00 13% HST $56,289.87 $56,289.87 $0.00 TOTAL COST $489,288.88 $489,288.88 $0.00 LETTER OF CREDIT RETAINED ❑ Remaining Outstanding Work $489,288.88 O10 %of Completed Work $0.00 RETAINED BY TOWNSHIP $489,288.83 File #60118276 (12- 6923550) Page 360 of 366 15h) A By -law to Amend By -law 2010 -059, "A By -law to Aut... Page 361 of 366 Appendix "A" to By -law No. 2013 -100 for The Corporation of the Township of Oro - Medonte SCHEDULE "D" to By -law 2010 -059 NOTE: It is understood and agreed that this Schedule forms part of the Subdivision Agreement between the TOWNSHIP OF ORO- MEDONTE AND 2008628 ONTARIO LTD. eeeee � ° ° ° °ossgsoa000g000 ssssssse° AM P48Z aoc °ggg °eo a e� °°, °; ['^yam °a a g °c$ °°, °c, °o, » Qi Q _ .� o�n nm.f°,a °omNr" -- °r 2 G N %Oe .� -7 ,• y a w `- � E S E$ 6 E,� E E E� g ffi E E E F� c Q [ is C � C3 b M'q � F v oN666 Page 361 of 366 `ci�8,4 Page 361 of 366 15h) A By -law to Amend By -law 2010 -059, "A By -law to Aut... Page 362 of 366 Appendix "A" to By -law No. 2013 -100 for The Corporation of the Township of Oro - Medonte SCHEDULE "D" to By -law 2010 -059 NOTE: It is understood and agreed that this Schedule forms part of the Subdivision Agreement between the TOWNSHIP OF ORO- MEDONTE AND 2008628 ONTARIO LTD. �c�mdc°°aLiwR$w �N�m o O. �dU C4 F F a QM� am h D F � W �Z a 0 0 0 20 Page 362 of 366 DD a E �1 O G_ _;MoaSBo ��d o� Page 362 of 366 15i) Being a By -Law to Authorize the Execution of an Agr... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -101 BEING A BY -LAW TO AUTHORIZE THE EXECUTION OF AN AGREEMENT BETWEEN THE TOWNSHIP OF ORO- MEDONTE AND LINDA SHERWOOD TO ALLOW FOR TWO DWELLINGS WHEREAS the Municipal Act, 2001,S.O. 2001, c.25, Section 224, as amended, states that it is the role of Council to ensure that administrative practices and procedures are in place to implement the decisions of Council; AND WHEREAS the Council of The Corporation of the Township of Oro - Medonte deems it desirable to enter into an agreement dated June 5, 2013, for a 12 month period from the date of building permit issuance, with Linda Sherwood to temporarily reside in the existing dwelling which will be demolished after the completion of the new dwelling at 327 Line 15 South, West Part of Lot 16, Concession 2 (Orillia), Township of Oro - Medonte. NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: THAT the Mayor and Clerk be authorized to execute the Agreement attached hereto as Schedule "A" and forming part of this By -Law; 2. THAT this by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST AND SECOND TIME THIS 57" DAY OF JUNE, 2013. BY -LAW READ A THIRD TIME AND FINALLY PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 363 of 366 15i) Being a By -Law to Authorize the Execution of an Agr... Schedule "A" to By -law No. 2013 -101 AGREEMENT In consideration of receiving a building permit from the Township of Oro - Medonte, I, Linda Sherwood, of the Township of Oro - Medonte (formerly Township of Medonte) in the County of Simcoe, covenant and agree as follows: 1. That I am the registered owner of West Part of Lot 16 Con 2 being more particularly described as 327 Line 15 South Oro - Medonte. 2. That I have applied to the Council of the Corporation of the Township of Oro - Medonte for permission to temporarily reside in our existing dwelling on the above - mentioned lands, at the same time as a new dwelling is under construction on those same lands, wherein such procedure is not provided for under the provisions of the Township of Oro - Medonte's Zoning By -law as amended. 3. That I hereby acknowledge that permission has been given by the Council of the Corporation of the Township of Oro - Medonte subject to the following provisions: a) That such permission is granted for the twelve month period from permit issuance or until completion of the proposed new dwelling, whichever is the lesser period of time; and b) That on completion of the new dwelling, as evidenced by a Provisional Occupancy Certificate, the existing dwelling is to be removed within one month to the satisfaction of the Township's Chief Building Official; and C) That application to the Township of Oro - Medonte for a temporary use permit will be made forthwith (Fee $100.00). 4. That certified funds in the amount of $20,000.00 be retained by the Corporation of the Township of Oro - Medonte until the above - mentioned conditions are fulfilled to the sole satisfaction of the Township. a) Failure to comply with the aforementioned conditions will result in the Corporation of the Township of Oro - Medonte redeeming the certified funds at its sole discretion. 5. That I hereby agree to the terms and conditions set out above. 6. It is understood that failure to comply with the terms and conditions as set out herein, shall release and save harmless the Corporation of the Township of Oro - Medonte from pursuing such litigation, as may be necessary to secure compliance or conformity with any applicable Municipal By -law or provincial Regulation as may be provided for. 7. 1 hereby covenant and agree to indemnify and save harmless the Township of Oro - Medonte from all costs, claims, liability and actions which may result or arise from the issuance of the building permit or the entering into of this agreement. Date Linda Sherwood, Owner Mayor, H. S. Hughes Witness Clerk, J. Douglas Irwin Page 364 of 366 15i) Being a By -Law to Authorize the Execution of an Agr... AGREEMENT /AFFIDAVIT In consideration of receiving a building permit from the Township of Oro - Medonte, I, Linda Sherwood, of the Township of Oro - Medonte (formerly Township of Medonte) in the County of Simcoe, covenant and agree as follows: 1. That I am the registered owner of West Part of Lot 16 Con 2 being more particularly described as 327 Line 15 South Oro- Medonte. 2. That I have applied to the Council of the Corporation of the Township of Oro - Medonte for permission to temporarily reside in our existing dwelling on the above - mentioned lands, at the same time as a new dwelling is under construction on those same lands, wherein such procedure is not provided for under the provisions of the Township of Oro - Medonte's Zoning By-law as amended. 3. That I hereby acknowledge that permission has been given by the Council of the Corporation of the Township of Om- Medonte subject to the following provisions: a) That such permission is granted for the twelve month period from permit issuance or until completion of the proposed new dwelling, whichever is the lesser period of time; and b) That on completion of the new dwelling, as evidenced by a Provisional Occupancy Certificate, the existing dwelling is to be removed within one month to the satisfaction of the Township's Chief Building Official; and C) That application to the Township of Oro-Medonte.for a temporary use permit will be made forthwith (Fee $100.00). 4. That certified funds in the amount of $20,000.00 be retained by the Corporation of the Township of Oro-Medonte until the above- mentioned conditions are fulfilled to the sole satisfaction of the Township. a) Failure to comply with the aforementioned conditions will result in the Corporation of the Township of Oro - Medonte redeeming the certified funds at its sole discretion. 5. That I hereby agree to the terms and conditions set out above. 6. It is understood that failure to comply with the terms and conditions as set out herein, shall release and save harmless the Corporation of the Township of Oro- Medonte from pursuing such litigation, as may be necessary to secure compliance or conformity with any applicable Municipal By -law or provincial Regulation as may be provided for. 7. I hereby covenant and agree to indemnify and save harmless the Township of Oro- Medonte from all costs, claims, liability and actions which may result or arise from the issuance of the building permit or the entering into of this agreement. Q, tic f3 Date Linda Sherwood, Owner Mayor, H. S. Hughes Witness ��tnv���{>�j �{� jreccs rtl Clerk, J. Douglas Irwin Page 365 of 366 18a) Being a By -Law to Confirm the Proceedings of the Co... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -093 Being a By -Law to Confirm the Proceedings of the Council Meeting held on Wednesday, June 5, 2013 WHEREAS Section 5 of the Municipal Act, 2001, S.O. 2001, C. 25, as amended provides that the powers of the Municipal Council shall be exercised by By -Law, unless the municipality is specifically authorized to do otherwise; AND WHEREAS The Council of The Corporation of the Township of Oro - Medonte deems it expedient that the proceedings at this Council Meeting be confirmed and adopted by By -Law; NOW THEREFORE the Council of The Corporation of the Township of Oro - Medonte hereby enacts as follows: 1. That the actions of the Council at its Council Meeting held on Wednesday, June 5, 2013, and in respect to each Motion, Resolution and other actions passed and taken by the Council at its said Meeting is, except where prior approval of the Ontario Municipal Board is required, hereby adopted, ratified and confirmed. 2. That the Mayor and the proper Officials of the Township are hereby authorized and directed to do all things necessary to give effect to the said action or to obtain approvals where required and to execute all documents as may be necessary on behalf of the Council of the Corporation of the Township of Oro - Medonte. 3. That the Mayor /Chair and Clerk /Designate are hereby authorized and directed to execute and affix the corporate seal to all necessary documents. 4. And That this by -law shall come into force and take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 57" DAY OF JUNE, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 366 of 366