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09 25 2013 Council Agenda
Page 6 -14 15 -23 Toutnship of Proud Heritage, Exciting Future THE TOWNSHIP OF ORO- MEDONTE COUNCIL MEETING AGENDA COUNCIL CHAMBERS Wednesday, September 25, 2013 5:30 p.m. - Closed Session 7:00 p.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: 4. CLOSED SESSION ITEMS: a) Motion to go In Closed Session. b) Motion to Rise and Report. c) Robin Dunn, Chief Administrative Officer, re: Solicitor - client privilege (Lake Simcoe Regional Airport). d) Jerry Ball, Director of Transportation and Environmental Services re: Acquisition /disposition of land (Water/Waste Water Servicing). e) Doug Irwin, Director of Corporate Services /Clerk re: Acquisition /disposition of land (portion of land abutting 1505 15/16 Sideroad East and the travelled road). f) Doug Irwin, Director of Corporate Services /Clerk re: Acquisition /disposition of land (Shanty Bay Boat House). g) Robin Dunn, Chief Administrative Officer re: Personal matters about an identifiable individual (Staffing Update). [Addenda] h) Hugh Murray, Fire Chief and Derek Witlib, Manager, Planning Services re: Litigation affecting the municipality (Assembly Occupancy). [Addenda] 5. MINUTES OF COUNCIL AND COMMITTEES: a) Minutes of Council meeting held on Wednesday, September 11, 2013. b) Minutes of Committee of Adjustment meeting held on Thursday, September 19, 2013. Page 1 of 417 Council Meeting Agenda - September 25, 2013 6. RECOGNITION OF ACHIEVEMENTS: None. 7. PUBLIC MEETINGS: None. 8. DEPUTATIONS: None. 9. IDENTIFICATION FROM THE PUBLIC OF AN AGENDA ITEM OF INTEREST: 10. REPORTS OF MUNICIPAL OFFICERS: 24-26 a) Report No. F12013 -16, Paul Gravelle, Director of Finance/Treasurer /Deputy CAO, re: Statement of Accounts — August 31, 2013. 27-29 b) Report No. FD2013 -01, Hugh Murray, Fire Chief re: Results for 2013 Vehicle Quotation: 1 -1/2 Ton Pickup, Extended Cab — 4 Wheel Drive. 30-32 c) Report No. FD2013 -02, Hugh Murray, Fire Chief re: Forest Home Water Supply. 33-37 d) Report No. DS2013 -58, Derek Witlib, Manager, Planning Services re: Site Plan Agreements (Democrat Maplewood Limited), 2013 - SPA -18 — 2013 - SPA-25, Plan 51 M -957, (Former Township of Oro), Lots 100, 101, 102, 104, 107, 108, 112, 116 [Refer to Items 15a) -p)]. 38-58 e) Report No. RC2013 -19, Shawn Binns, Director of Recreation and Community Services, re: Oro African Church Assessment [To be distributed at the meeting]. 59-76 f) Report No. RC2013 -20, Shawn Binns, Director of Recreation and Community Services, re: Tender RC2013 -T03 Parks and Facility Snow Removal Results [To be distributed at the meeting]. 77-79 g) Report No. CS2013 -18, Doug Irwin, Director of Corporate Services /Clerk re: Microsoft Licensing. 11. REPORTS OF MEMBERS OF COUNCIL: 80-81 a) Mayor H.S. Hughes, correspondence dated September 9, 2013 from Leslie Kirsh, Harris & Partners LLP re: Margolian Property. 12. CONSENT AGENDA: 82-83 a) Announcements of Interest to the Public: 1. Huronia Nurse Practitioner -LED Clinic Now Accepting Patients. 2. Nottawasaga Valley Conservation Authority, Notice of Public Open House, Thursday, October 10, 2013. Page 2 of 417 Council Meeting Agenda - September 25, 2013 84-96 b) Nottawasaga Valley Conservation Authority, minutes of meeting held on June 28, 2013 and highlights of meeting held on August 30, 2013. Staff Recommendation: Receive. 97-104 c) Midland Public Library minutes of meeting held on July 11, 2013. Staff Recommendation: Receive. 105-111 d) Simcoe County District School Board and Simcoe Muskoka District Catholic District School Board, Education Development Charges, Simcoe County, Notice of Public Meetings. Staff Recommendation: Receive. 13. COMMUNICATIONS: None. A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 100, Plan 51 M -957, as in 58533 -0324 LT, ROLL # 4346- 010 - 003 - 26600, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. A By -law to remove the Holding symbol on lands described as follows: Lot 100, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26600. A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 101, Plan 51 M -957, as in 58533 -0325 LT, ROLL # 4346- 010 - 003 - 26601, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. A By -law to remove the Holding symbol on lands described as follows: Lot 101, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26601. A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as Page 3 of 417 14. NOTICE OF MOTIONS: None. 15. BY -LAWS: 112-124 a) By -Law No. 2013 -162 125 - 126 b) By -Law No. 2013 -163 127-139 c) By -Law No. 2013 -164 140 - 141 d) By -Law No. 2013 -165 142 - 154 e) By -Law No. 2013 -166 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 100, Plan 51 M -957, as in 58533 -0324 LT, ROLL # 4346- 010 - 003 - 26600, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. A By -law to remove the Holding symbol on lands described as follows: Lot 100, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26600. A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 101, Plan 51 M -957, as in 58533 -0325 LT, ROLL # 4346- 010 - 003 - 26601, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. A By -law to remove the Holding symbol on lands described as follows: Lot 101, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26601. A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as Page 3 of 417 Council Meeting Agenda - September 25, 2013 200-201 1) By -Law No. 2013 -173 A By -law to remove the Holding symbol on lands described as follows: Lot 108, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010- 003 - 26608. 202 - 214 m) By -Law No. 2013 -174 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Page 4 of 417 follows: Lot 102, Plan 51 M -957, as in 58533 -0326 LT, ROLL # 4346- 010 - 003 - 26602, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 155 - 156 f) By -Law No. 2013 -167 A By -law to remove the Holding symbol on lands described as follows: Lot 102, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26602. 157 - 169 g) By -Law No. 2013 -168 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 104, Plan 51 M -957, as in 58533 -0328 LT, ROLL # 4346- 010 - 003 - 26604, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 170-171 h) By -Law No. 2013 -169 A By -law to remove the Holding symbol on lands described as follows: Lot 104, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010- 003 - 26604. 172 - 184 i) By -Law No. 2013 -170 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 107, Plan 51 M -957, as in 58533 -0331 LT, ROLL # 4346- 010 - 003 - 26607, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 185 - 186 j) By -Law No. 2013 -171 A By -law to remove the Holding symbol on lands described as follows: Lot 107, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26607. 187 - 199 k) By -Law No. 2013 -172 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 108, Plan 51M-957, as in 58533 -0332 LT, ROLL # 4346- 010 - 003 - 26608, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 200-201 1) By -Law No. 2013 -173 A By -law to remove the Holding symbol on lands described as follows: Lot 108, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010- 003 - 26608. 202 - 214 m) By -Law No. 2013 -174 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Page 4 of 417 Council Meeting Agenda - September 25, 2013 Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 112, Plan 51M-957, as in 58533 -0336 LT, ROLL # 4346- 010 - 003 - 26612, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 215 - 216 n) By -Law No. 2013 -175 A By -law to remove the Holding symbol on lands described as follows: Lot 112, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010- 003 - 26612. 217-229 o) By -Law No. 2013 -176 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 116, Plan 51 M -957, as in 58533 -0340 LT, ROLL # 4346- 010 - 003 - 26616, TOWNSHIP OF ORO- MEDONTE, COUNTY OF SIMCOE. 230-231 p) By -Law No. 2013 -177 A By -law to remove the Holding symbol on lands described as follows: Lot 116, Plan 51 M -957, Township of Oro - Medonte, County of Simcoe, Roll # 4346- 010 - 003 - 26616. 232 - 416 q) By -Law No. 2013 -178 A By -law to Adopt Engineering Standards and Drawings And to Repeal By -law No. 1995 -104. 16. QUESTIONS FROM THE PUBLIC CLARIFYING AN AGENDA ITEM: 17. CLOSED SESSION ITEMS (UNFINISHED ITEMS): 18. CONFIRMATION BY -LAW: 417 a) By -Law No. 2013 -160 Being a By -Law to Confirm the Proceedings of the Council Meeting held on Wednesday, September 25, 2013. 19. ADJOURNMENT: a) Motion to Adjourn. Page 5 of 417 5.a) Minutes of Council meeting held on Wednesday, September... 7'nuroRSJrip Prond Hrrirqe. E.rririug Ftmdrr Wednesday, September 11, 2013 Present: Staff Present: THE TOWNSHIP OF ORO- MEDONTE REGULAR COUNCIL MEETING MINUTES Council Chambers ■ 2010 - 2014 COUNCIL TIME: 6:01 p.m. Also Sue Roehner, Melissa McKee, Kelly Shelswell, Rick & Kelly Dory Present: 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 9 Page 6 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. 2. ADOPTION OF AGENDA: a) Motion to Adopt the Agenda. Motion No. C130911 -1 Moved by Crawford, Seconded by Evans Be it resolved that the agenda for the Council meeting of Wednesday, September 11, 2013 be received and adopted. Nu,Nu Carried. DISCLOSURE OF PECUNIARY INTEREST, Motion to go In Closed Session: Moved by Coutanche, Seconded by Meyer' Be it resolved that we do now go in Closed Session at 6:02 p.m. to discuss • personal matters about an identifiable individual; • litigation affecting the municipality. Carried b) Motion to Rise and Report, Motion No. C130911 -3 Be it resolved that we do now Rise at 7:03 p.m. and Report on the Closed Session Items 4 c) Robin Dunn, Chief Administrative Officer re: Personal matters about an identifiable individual (Staffing Update). d) Andria Leigh, Director of Development Services re: Litigation affecting the municipality (OMB, 2 Sunset Crescent). Carried. Page 2 of 9 Page 7 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. c) Robin Dunn, Chief Administrative Officer re: Personal matters about an identifiable individual (Staffing Update). The following staff were present: Robin Dunn, Chief Administrative Officer; Doug Irwin, Director of Corporate Services /Clerk. Motion No. C130911 -4 Moved by Coutanche, Seconded by Meyer Be it resolved that the confidential verbal information presented by Robin Dunn, Chief Administrative Officer re: Personal matters about an identifiable individual (Staffing Update) be received. 4e Carried. d) Andria Leigh, Director of Development Services re: Litigation affecting the municipality (OMB, 2 Sunset Crescent). 5. MINUTES OF COUNCIL AND COMMITTEES: a) Minutes of Council meeting held on Wednesday, September 4, 2013. Motion No. C130911 -6 Moved by Meyer, Seconded by Coutanche Be it resolved that the draft minutes of the Council meeting held on Wednesday, September 4, 2013 be adopted as printed and circulated. Carried. Page 3 of 9 Page 8 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. 7. PUBLIC MEETINGS: None. 8. DEPUTATION a) Melissa McKee and Kelly_Shelswell re: Sports Dome Partnership Proposal. Motion No. C130911- Moved by Evans, Seconded by Crawford Be it resolved 1. That the PowerPoint presentation presented by Melissa McKee and Kelly Shelswell re: Sports Dome Partnership Proposal be received. 2. That staff be authorized to work with the proponents to review options for a potential partnership. 3. And That staff report back to Council on the matter by the end of October. Carried. Page 4 of 9 Page 9 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. 9. IDENTIFICATION FROM THE PUBLIC OF AN AGENDA ITEM OF INTEREST: 10. REPORTS OF MUNICIPAL OFFICERS: 11. REPORTS OF MEMBERS OF COU None Page 5 of 9 Page 10 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. 12. CONSENT AGENDA: a) Announcements of Interest to the Public: 1. 2013 Oro World's Fair Schedule, Line 7 North and 15/16 Sideroad East, September 12 -13, 2013; 2. 2013 Terry Fox Run, Sugarbush Subdivision, Line 6 North and Horseshoe Valley Road West, September 15, 2013. b) Correspondence dated August 22, 2013 from Canadian Union of Public Employees (CUPE) and the Ontario Coalition for Better Child Care (OCBCC), re: Proclamation Request, Wednesday, October 30, 2013 as "Child Care Worker & Early Childhood Educator Appreciation Day ". Staff Recommendation: Receive, Proclaim, Post to Township Website. c) Correspondence dated August 30, 2013 from Marci Csumrik, Chair, Orillia & Area Physician Recruitment & Retention re: 2013 Year -End Forecast and 2014 Proposed Draft Budget. Staff Recommendation: Receive and Refer to 2014 Budget Deliberations. Motion No. C130911 -10 Moved by Meyer, Seconded by Coutanche Be it resolved that the staff recommendations with respect to the items listed under "Consent Agenda Correspondence" be adopted as printed: a) Announcements of Interest to the Public: 1. 2013 Oro World's Fair Schedule, Line 7 North and 15/16 Sideroad East, September 12 -13, 2013; 2. 2013 Terry Fox Run, Sugarbush Subdivision, Line 6 North and Horseshoe Valley Road West, September 15, 2013. b) Correspondence dated August 22, 2013 from Canadian Union of Public Employees (CUPE) and the Ontario Coalition for Better Child Care (OCBCC), re: Proclamation Request, Wednesday, October 30, 2013 as "Child Care Worker & Early Childhood Educator Appreciation Day ". Received, Proclaimed, Posted to Township Website. c) Correspondence dated August 30, 2013 from Marci Csumrik, Chair, Orillia & Area Physician Recruitment & Retention re: 2013 Year -End Forecast and 2014 Proposed Draft Budget. Received and Referred to 2014 Budget Deliberations. Carried. Page 6 of 9 Page 11 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. f i E� �K�] �� i I �� i l� 1` 1 Ly _ � i C�1► �� a) Correspondence dated June 28, 2013 from Janis Medysky, Associate Director, Simcoe County District School Board re: Accommodation Review Committee (ARC) - Community Representation [from July 17, 2013 meeting]. Motion No. C130911 -11 14. NOTICE OF MOTIONS: None. 15. BY -LAWS: a) By -Law No. 2013 -158: A By -law to Authorize the Issuance of the Certificate of Substantial Completion and Acceptance (Municipal Underground Services) for 2008628 Ontario Ltd. (Diamond Valley Estates Phase 2), Registered Plan 51 M -957 [to be distributed at meeting]. b) By -Law No. 2013 -159: Being a By -law to delegate the Head of the Municipal Corporation for the purposes of the Municipal Freedom of Information and Protection of Privacy Act, 1990 and to repeal By -law Nos. 2002 -65 and 2002 -117. Page 7 of 9 Page 12 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. Motion No. C130911 -12 Moved by Coutanche, Seconded by Meyer Be it resolved that Page 8 of 9 Page 13 of 417 5.a) Minutes of Council meeting held on Wednesday, September... Council Meeting Minutes — September 11, 2013. 19. ADJOURNMENT: a) Motion to Adjourn. Motion No. C130911 -14 Moved by Meyer, Seconded by Coutanche Be it resolved that we do now adjourn at 8:12 p.r Mayor, H.S. Hughes Is Clerk, J. Douglas Irwin Carried. Page 9 of 9 Page 14 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... 6 7nu�rxslrip fl W�� Prond Heritrjge, Exerting Firadn Thursday, September 19, 2013 THE TOWNSHIP OF ORO- MEDONTE COMMITTEE OF ADJUSTMENT MEETING MINUTES Council Chambers TIME: 10:01 a.m. Moved by Hastings, Seconded by Tupling It is recommended that the agenda for the Committee of Adjustment meeting of Thursday, September 19, 2013 be received and adopted. Carried. 3. DISCLOSURE OF PECUNIARY INTEREST: None declared. Page 1 of 9 Page 15 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. 4. ADOPTION OF MINUTES: a) Minutes of the Committee of Adjustment meeting held on Thursday, August 15, 2013. Motion No. CA130919 -2 Moved by Tuplings, Seconded by Johnson It is recommended that the draft minutes of the Committee of Adjustment meeting held on Thursday, August 15, 2013 be adopted as printed and circulated. Page 2 of 9 Page 16 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. 5. PUBLIC MEETINGS: a) 2013 -B -17 (1500494 Ontario Inc.), 8980 Highway 12, Application to obtain easements for drainage and access. Lisa Madden, agent, was present. Motion No. CA130919 -4 Moved by Tupling, Seconded by Hastings AO It is recommended that the Committee of Adjustment grants provisional consent to Application 2013 -13-17, for a Validation of Title, subject to the following conditions: 2. 3. Page 3 of 9 Page 17 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. b) 2013 -A -38 (Murray and Raemonda Irwin), 125 Old Barrie Road West, Application for relief from Setback from EP Zone Boundary. Murray and Raemonda Irwin, applicants, were present. Doug Coughlin, neighbour, asked how the Environment Zone was identified on the property. Gary Hadley, neighbour, asked if the decision of today sets a precedent for any future applications. Motion No. CA130919 -5 Moved by Hastings, Seconded by Tupling 4 3. Page 4 of 9 Page 18 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. c) 2013 -A -40 (Mobile Car Crushers Inc.), 445 Line 4 South, Application for relief from Non - Conforming Uses. Josh Morgan, Planner, was present. Motion No. CA130919 -6 Moved by Johnson, Seconded by Tupling It is recommended that the Committee of Adjustment approve Variance Application 2013 -A- 40, specifically to permit the expansion of an existing non - conforming use with floor area increase of 334 m2 (approx. 3595 feet2) 2. 3. by the Township.. Carried Page 5 of 9 Page 19 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. d) 2013 -A -41 (Braestone Development Corporation), 3009 Line 8 North, Application for relief from Temporary Construction & Sales Uses. Eldon Theodore, Planner, was present. Allan Baker, representing the Jarret Coulson Group, objected to the application on the basis that OMB conditions have not been completed by the developer. He reviewed the significant wetlands in the area and the effects of development on those wetlands, and that the proposed development is against agricultural requirements in the Township's Official Plan. Bryan Nykoliation, developer, provided an overview of how the land came to merge and the proposed development of the land. John Hare, neighbour to the proposed development, noted a discrepancy in the advertising by the developer and builder. Joanne Pryde, neighbour to the proposed development, asked questions to the developer regarding proposed fencing, snowmobile trails and potential road paving. Motion No. CA130919 -7 Moved by Hastings, Seconded by Tupling It is recommended that the Committee of Adjustment approve Variance Application 2013 -A -41, specifically to permit the construction of two model homes on the subject lots. 1. That the two proposed model homes be built on proposed Lots 3 and 4 as identified on the applicants plan. 2. That the setbacks for the model homes be in conformity with the Residential One Exception 75 Holding Provision (R1 *75 H) Zone in Zoning By -Law 97 -95, as amended; 3. That all other forms of development associated with the model homes be in conformity with the applicable Zoning By -Law 97 -95, as amended; 4. That, prior to the issuance of any building permit(s) for the construction the model homes within the subject lands, the applicant shall: a) Construct that section of the future public road, from Line 9 North to the westerly limit of proposed Lot 4, to be operated and maintained solely at the cost and responsibility of the developer /owner, to provide access to the model homes until such as time the road is assumed by the Township; and b) Install a private temporary well, to be operated and maintained solely at the cost and responsibility of the developer /owner, to provide water to the two model homes until such time as connection to a municipal piped water service is available. 5. That the appropriate zoning certificate(s) and building permit(s) be obtained from the Township only after the Committee's decision becomes final and binding, as provided for within the Planning Act R.S.O. 1990, c.P. 13. Carried. Page 6 of 9 Page 20 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. e) 2013 -A -42 (John Boville), Property located at the east side of Line 4 North (south of Horseshoe Valley Road West), Application for relief from Minimum Front Yard. Application 2013 -A -42 was dealt with in conjunction with Application 2013 -A -43. Michelle Cutts, Planner, was present. Helen MacRae, representing the Horseshoe Valley Property Association ( "HVPOA "), reviewed the concerns listed in a letter sent to Andria Leigh, Director of Development Services, undated (sent possibly to the Township in June 2013) and signed by Shauna Tozser, President of the HVPOA. Susan Stanbury, noted that the signs are simply for advertising purposes and do not direct any potential home buyers into the appropriate area. She added that the size and advertising materials are a distraction when driving. It is recommended that the Committee of Adjustment approve Variance Application 2013 -A- 42, specifically to permit the location of existing Billboard Sign at a 3.8 metre front yard setback, subject to the following conditions: 1. That, notwithstanding Table B4 (B) of Zoning By -law 97 -95, as amended, the Billboard Sign shall otherwise comply with all other applicable provisions of the Zoning By -law as well as By -law 2010 -075 "Being a By -Law to Regulate Signs and other Advertising Devices "; 2. That the variance is granted only for the existing sign on the lands and not for any new or replacement signs. 3. That the appropriate zoning certificate and sign permit be obtained from the Township only after the Committee's decision becomes final and binding, as provided by the Planning Act R.S.O. 1990, c.P. 13. Lost. Page 7 of 9 Page 21 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. f) 2013 -A -43 (John Boville), Property located at the west side of Line 3 North (south of Horseshoe Valley Road West), Application for relief from Minimum Front Yard. Application 2013 -A -43 was dealt with in conjunction with Application 2013 -A -42. Motion No. CA130919 -10 Moved by Tupling, Seconded by Johnson It is recommended that the Committee of Adjustment approve Variance Application 2013 -A- 43, specifically to permit the location of existing Billboard Sign at a 3.8 metre front yard setback, subject to the following conditions: 2. 3. Page 8 of 9 Page 22 of 417 5.b) Minutes of Committee of Adjustment meeting held on Thur... Committee of Adjustment Meeting Minutes — September 19, 2013. 6. NEW BUSINESS: a) Group discussion on the impact of a recent OMB decision. Motion No. C130919 -11 Moved by Tupling, Seconded by Hastings It is recommended that the group discussion on the impact of a recent OMB decision be deferred. 7. NOTICE OF MOTION: None. 8. NEXT MEETING DATE: Thursday, October 17, 2013 at 10: 9. ADJOURNMENT: a) Motion to Adjourn. Motion No. C130919 -12 Scott Macpherson, Chair urn at 1:29 p.m. Carried. Carried. Derek Witlib, Deputy Secretary Treasurer Page 9 of 9 Page 23 of 417 10.a) Report No. F12013 -16, Paul Gravelle, Director of Finan... Township of REPORT`'' Prouty Heritage, Exciting Future Report No. F1 2013 -16 To: Council Prepared By: Janice MacDonald Meeting Date: September 25, 2013 Subject: Statement of Accounts - August 31, 2013 Motion # AC00773 Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action For Information Only It is recommended that: 1. Report No. FI 2013 -16 be received for information,only. 2. The accounts for the month of August 2013 totalling $ 1,499,320.35 are received. 1BACKGROUND: Following is the statement of accounts for the month of August. Cheque Registers: Batch No. Date- Amount A000540 August 07, 2013 9,306.22 AC00773 August 07, 2013 97,111.52 AC00774 August 14, 2013 669,216.45 AC00775 August 15, 2013 906.19 AC00776 August 21, 2013 126,826.08 A000541 August 23, 2013 39,795.00 A000542 August 26, 2013 452.00 AC00777 August 28, 2013 250,505.10 A000543 August 28; 2013 1,890.32 $ 1,196,188.88 FINANCE September 25, 2013 Report No. FI 2013 -16 Page 1 of 3 Page 24 of 417 10.a) Report No. F12013 -16, Paul Gravelle, Director of Finan... Payroll: PR00799 August 10, 2013 145,557.77 PR00802 August 24, 2013 143,824.76 $ 289,382.53 Credit Card Registers: AE00571 August 26, 2013 50.00 AE00572 August 26, 2013 351.20 AE00573 August 26, 2013 45.19 AE00574 August 26, 2013 1,044.77 AE00575 August 26, 2013 807.13 AE00576 August 26, 2013 211.54 AE005771 August 26, 2013 2,191.44 AE00578 August 26, 2013 2,483.66 AE00579 August 29, 2013 6,564.01 $ 13,748.94 Total: $ 1,499,320.35 ANALYSIS: Not Applicable. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: Not Applicable. POLICIES /LEGISLATION: Not Applicable. FINANCE September. 25, 2013 Report No. , FI 2013 -16 Page 2 of 3 Page 25 of 417 10.a) Report No. F12013 -16, Paul Gravelle, Director of Finan... CORPORATE STRATEGIC GOALS: Not Applicable. CONSULTATIONS: Not Applicable. ATTACHMENTS: Cheque Registers — under separate cover. CONCLUSION: That the accounts for the month of August are received. Respectfully submitted: Janice Donald, Accounting Clerk SMT Approval / Comments: FINANCE Report No. FI 2013 -16 C.A.O. Approval / Comments: I -� September 25, 2013 Page 3 of 3 Page 26 of 417 10.b) Report No. FD2013 -01, Hugh Murray, Fire Chief re: Resu... T REPORT (WGZ� � Proud Herit age, Exciting Future Report No. To: Prepared By: FD 2013 -01 Council Hugh Murray Meeting Date: Subject: Motion # September 25, 2013 Results for 2013 Vehicle Quotation: Roll #: R.M.S. File #: • 1 -1/2 Ton Pickup, Extended Cab — 4 Wheel Drive, RECOMMENDATION(S): Requires Action XX For Information Only It is recommended that: 1. THAT Report No. FD 2013 -01 be received and adopted. 2. THAT the 2013 Vehicle Quotation be awarded to the following dealer: • Thor Motors, Orillia 3. AND THAT the dealerships that submitted a Quotation are advised of Council's decision, under the Fire Chief's signature BACKGROUND: Advertisement for the following Vehicle Quotations were hand delivered. They were opened at the Administration Centre on Friday August 30, 2013, at 9:00 a.m. The Fire Chief and the Recording Secretary were present during the opening: • Fire & Emergency Services Quotation for (1) 2013 1/2 Ton Pickup, Extended Cab — 4 Wheel Drive Fire & Emergency Services Report No. FD 2013 -01 September 25, 2013 Page 1 of 3 Page 27 of 417 10.b) Report No. FD2013 -01, Hugh Murray, Fire Chief re: Resu... ANALYSIS: The results of the Vehicle Quotation(s) opening are as follows: NAME OF DEALERSHIP (1) 2013'/2 Ton Pickup, Extended Cab -4 Wheel Drive (Excluding Taxes Thor Motors, Orillia Quote 1 of 3 $23,781.00 Thor Motors, Orillia Quote 2 of 3 $24,313.00 Thor Motors, Orillia Quote 3 of 3 $25193.00 Douglas Ford, Barrie $26,279.00 Bourgeois Motors, Midland Quote 1 of 2 $25,954.00 Bourgeois Motors, Midland Quote 2of 2 $26,268.00 Jim Wilson, Orillia $25,985.25 The low quotation from Thor Motors is being recommended for the 1/2 Ton Extended Cab Pickup. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: This vehicle replacement has been identified in the 2013 budget. POLICIES /LEGISLATION: N/A CORPORATE STRATEGIC GOALS: N/A CONSULTATIONS: N/A ATTACHMENTS: N/A Fire & Emergency Services Report No. FD 2013 -01 September 25, 2013 Page 2 of 3 Page 28 of 417 1O.b) Report No. FD2O13 -01, Hugh Murray, Fire Chief re: Resu... CONCLUSION: It is recommended that the low quotation from Thor Motors, Orillia for one — 2013'/2 Ton Pickup, 4 Wheel Drive - Extended Cab be accepted in the amount of $23,781.00 plus applicable taxes. Respectfully submitted: F Hugh Murray, Fire Chief SMT Approval / Comments: C.A.O. Approval / Comments: Fire & Emergency Services Report No. FD 2013 -01 September 25, 2013 Page 3 of 3 Page 29 of 417 10.c) Report No. FD2013 -02, Hugh Murray, Fire Chief re: Fore... Township of REPORT'S Proud Heritage, Exciting Future Report No. FD 2013 -02 To: Council Prepared By: Hugh Murray Meeting Date: September 25, 2013 Subject: Forest Home Water Supply Motion # - :1 Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action For Information Only It is recommended that: 1. THAT Report No. FD 2013 -02 be received and adopted. 2. That the Forest Home Water Supply project be awarded to CC Underground 3. AND THAT the other contractor be advised of Council's decision, under the Fire Chief's signature BACKGROUND: In October 2011there was an application to expand a business (Regent Tool & Die) which was going to require them to install an adequate supply of on -site water. Under the Ontario Building Code it is a requirement to have an adequate on -site water supply for the purposes of firefighting, based on the square footage of the building and the classification /activities that occur within the building. This situation has happened on a couple of occasions and each time it has come up the business owners looked to the Township to see if this requirement could be changed due to the costs involved. In December of 2011 staff recommended to Council installation of a cistern to have a supply of water in the industrial park for the purpose of firefighting. Council approved the project, and an agreement was reached with the owners of Regent Tool & Die to place the cisterns in the front portion of their property DEPARTMENT Report No. FD 2013 -02 September 25, 2013 Page 1 of 3 Page 30 of 417 10.c) Report No. FD2013 -02, Hugh Murray, Fire Chief re: Fore... The fire department worked with Regent Tool & Die to put some measures in place such as an up -to -date Fire Safety Plan and emergency procedure training with staff. These actions allowed them to proceed with their expansion while we worked on plans to put underground water storage in place. The Township has put in place a legal agreement to allow us to place the water storage tanks on their property and to allow the fire department 24 hour access to the water. ANALYSIS: The fire department has been working with two local contractors to develop a plan to install the underground storage required. Two proposals were received: Morris Shelswell & Sons Excavating & $101,800.00 Plus HST Grading Ltd. Dewatering EXTRA Ballast for Tanks EXTRA Galvanized steel hatches EXTRA in Lieu of pol lock $1,800.00 each CC Underground $98,800.00 plus HST All inclusive All parts Galvanized or Stainless steel Morris Shelswell & Sons are proposing a series of 5 tanks connected together to give the volume of water required. CC Underground is proposing a single engineered poured concrete tank which will give about 5,000 gallons more of water than the other proposal. Both contractors have indicated that if awarded the contract the work would be completed by end of October. FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: The project has been identified in the 2013 capital projects with a Budget of $125,000.00 POLICIES /LEGISLATION: Ontario Building Code DEPARTMENT Report No. FD 2013 -02 September 25, 2013 Page 2 of 3 Page 31 of 417 1O.c) Report No. FD2013 -02, Hugh Murray, Fire Chief re: Fore... CORPORATE STRATEGIC GOALS: Safe & Healthy Community CONSULTATIONS: CAO Director Of Corporate Services Director of CSI Director Of Development Services Chief Building Official Deputy Fire Chief ATTACHMENTS: 1 N/A I CONCLUSION: Both contractors are based in Oro - Medonte and have done work for the Township in the past and are very capable of completing this project. It is recommended that the low quotation from CC Underground be accepted for the amount of $98,800.00 and that they be advised accordingly. Respectfully submitted: Hugh Murray Fire Chief SMT Approval / Comments: DEPARTMENT Report No. FD 2013 -02 C.A.O. Approval / Comments: September 25, 2013 Page 3 of 3 Page 32 of 417 10.d) Report No. DS2013 -58, Derek Witlib, Manager, Planning ... Tawazsh - of REPORT`'' Proud Heritage, Exciting Future Report No. DS2013 -058 To: Council Prepared By: Kory Chisholm, Planner Meeting Date: Subject: Motion # September 25, 2013 Site Plan Agreements (Democrat Maplewood Limited) Roll #: R.M.S. File #: 4346 - 010- 003 -26600 2013- SPA -18 — 2013 - SPA -25 D11 46536 (Lot 100) (Lot 100) Plan 51 M -957 D11 46537 (Lot 101) 4346- 010 - 003 -26601 (Former Township of Oro) D11 46538 (Lot 102) (Lot 101) Lots 100, 101, 102, 104, 107, 108, D11 46539 (Lot 104) 4346- 010 - 003 -26602 112, 116. D11 46540 (Lot 107) (Lot 102) D11 46541 (Lot 108) 4346- 010 - 003 -26604 D11 46542 (Lot 112) (Lot 104) D11 46543 (Lot 116) 4346- 010 - 003 -26607 (Lot 107) 4346- 010- 003 -26608 (Lot 108) 4346- 010- 003 -26612 (Lot 112) 4346 -010- 003 -26616 (Lot 116 RECOMMENDATION(S): Requires Action XX For Information Only 11 It is recommended: 1. THAT Report DS 2013 -058 be received and adopted; 2. THAT the Township of Oro - Medonte enters into Site Plan Agreements with Democrat Maplewood Limited thereby permitting the removal of the Holding Provision applying to the subject Lots for the construction of single detached dwellings by way of model home permits granted by the Committee of Adjustment as part of Minor Variance Application 2013 -A -39; 3. THAT the Clerk brings forward the by -laws for Council's consideration to enter into Site Plan Agreements with Democrat Maplewood Limited and to remove the Holding Provision applying to the lands described as Lots 100, 101, 102, 104, 107, 108, 112, and 116 of Plan 51 M -957, respectively; and 4. AND THAT the owner be notified of Council's decision. DEVELOPMENT SERVICES Report No. DS2013 -058 September 16, 2013 Page 1 of 5 Page 33 of 417 10.d) Report No. DS2013 -58, Derek Witlib, Manager, Planning ... BACKGROUND: The applicant is proposing to have eight Site Plan Agreements registered on title for the construction of the following: 1. A 227.62 sq.m. (2450 sq.ft.) single detached dwelling with a 50.91 sq.m. (548 sq.ft.) attached 3 car garage on Lot 100 2. A 259.20 sq.m. (2790 sq.ft.) single detached dwelling with a 85.84 sq.m. (924 sq.ft.) attached 3 car garage on Lot 101 3. A 250.19 sq.m. (2693 sq.ft.) single detached dwelling with a 90.86 sq.m. (978 sq.ft.) attached 3 car garage on Lot 102 4. A 208.56 sq.m. (2245 sq.ft) single detached dwelling with a 49.98 sq.m. (538 sq.ft.) attached 2 car garage on Lot 104 5. A 185.72 sq.m. (1999 sq.ft.) single detached dwelling with a 49.15 sq.m. (529 sq.ft.) attached 2 car garage on Lot 107 6. A 167.60 sq.m. (1804 sq.ft.) single detached dwelling with a 50.26 sq.m. (541 sq.ft.) attached 2 car garage on Lot 108 7. A 200.86 sq.m. (2162 sq.ft.) single detached dwelling with a 48.96 sq.m. (527 sq.ft.) attached 2 car garage on Lot 112 8. A 108.13 sq.m. (1164 sq.ft.) single detached dwelling with a 44.22 sq.m. (476 sq.ft.) attached 2 car garage on Lot 116 The zoning presently in effect for the subject lands is Residential One Holding Provision (R1 (H)) Zone and, as such, the owner must enter into a Site Plan Agreement prior to the issuance of a Zoning Certificate and Building Permit related to the construction of the dwelling on the respective Lot. The owner must enter into a Site Plan Agreement before the Holding Provision can be removed. Due to the discovery of a potential ossuary on Lot 122 of the Diamond Valley Estates Subdivision, Planning staff have now incorporated additional wording into all site plan agreements that requires the owner of a lot and/or their agent to: • retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary; • assume all liability with respect to the discovery of any ossuary and/or archaeologically sensitive features or areas through any development; and • cease work immediately upon the discovery of a potential ossuary and/or archaeologically sensitive feature, and to notify all appropriate Ministries and Agencies, including, the Registrar of Cemeteries and the Township. DEVELOPMENT SERVICES September 16, 2013 Report No. DS2013 -058 Page 2 of 5 Page 34 of 417 10.d) Report No. DS2013 -58, Derek Witlib, Manager, Planning ... ANALYSIS: The properties are designated Residential by the Township's Official Plan, and are zoned Residential One Holding Provision (R1 (H)) Zone by the Township's Zoning By -law 97 -95. The Site Plan Agreements and Removal of Holding Provision would permit construction of Single Detached Dwelling in conformity with the permitted uses of the Official Plan and in compliance with the use and setbacks contained in the Township's Zoning By -law. The applicant is required to enter into Site Plan Agreements with Council with respect to the removal of the Holding Provision on the subject Lots. These provisions were imposed through the subdivision approval process in order to determine appropriate building envelopes and the protection of the tree canopy. Further, Planning staff have reviewed the submissions related to the proposed construction of dwellings on each of the subject lots, and confirmed their compliance with applicable provisions of the Township's Zoning By -law 97 -95, as amended. FINANCIAL: Not applicable. POLICIES /LEGISLATION: Township of Oro - Medonte Official Plan Township of Oro - Medonte Zoning By -law 97 -95 Planning Act, R.S.O 1990, c. P. 13, Sections 36 and 41 10101 Z • Township Departments ATTACHMENTS: Schedule 1: Location Map DEVELOPMENT SERVICES September 16, 2013 Report No. DS2013 -058 Page 3 of 5 Page 35 of 417 10.d) Report No. DS2013 -58, Derek Witlib, Manager, Planning ... CONCLUSION: The purpose of these Site Plan Applications are to register Site Plan Agreements on title for the subject Lots, with respect to the construction of single detached dwellings on Lots 100, 101, 102, 104, 107, 108, 112, and 116 of the Diamond Valley Estates Subdivision (Plan 51 M -957), due to the Holding Provision applying to the zoning of these Lots. It is recommended that Site Plan Applications 2013- SPA -18 — 2013- SPA -25, be approved and the associated by -laws for Site Plan Approval and Removal of the Holding Provision be adopted by Council. Respectfully submitted: Reviewed by: .J Kory Chisholm, Derek Witlib, MCIP, RPP Planner Manager, Planning Services SMT Approval / Comments: C.A.O. Approval / Comments: V . � �-f' DEVELOPMENT SERVICES September 16, 2013 Report No. DS2013 -058 Page 4 of 5 Page 36 of 417 10.d) Report No. DS2013 -58, Derek Witlib, Manager, Planning ... SCHEDULE 1: LOCATION MAP 2013 - SPA -18 — 2013 - SPA -25 (Plan 51 M -957 Lots 100, 101, 102, 104, 107, 108, 112, 116) DEVELOPMENT SERVICES September 16, 2013 Report No. DS2013 -058 Page 5 of 5 Page 37 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... Za Township 0 REPORT�� Proud Heritage, Exciting Future Report No. RC2013- 19 To: Council Prepared By: Shawn Binns Meeting Date: September 25, 2013 Subject: Oro - African Church Assessment Motion # Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action X For Information Only It is recommended that: 1. Report No. RC2013 -19 be received and adopted; 2. Staff be authorized to sole source with Mr. Vic Snow and Mrs. Su Murdoch to complete the background study described in the said report; 3. The required project funding of $8500 be approved and funded from the African Church reserve fund; 4. Staff be authorized to proceed with the installation of a light fixture on the corner of Line 3 and Old Barrie Road; and further that: 5. The Oro - Medonte Heritage Committee be informed of Council's decision. BACKGROUND: The Oro African Methodist Episcopal Church was erected in 1849 at the southeast corner of the intersection of Line 3 of Oro - Medonte and Side Road 10/11 (Old Barrie Road). The church building and unmarked cemetery stand today as a unique witness to early African Canadian settlement in Upper Canada. The site was designated in 2000 as a National Historic Site of Canada because "it is the last built remnant of a community of African Canadians whose roots are uniquely anchored in the history of United Empire Loyalists, it represents the important role that Black militiamen played in the defence of Upper Canada during the War of 1812, and early Upper Canada land policy" (Parks Canada, National Historic Sites of Canada Application, Crawford, 1999). The church is a simple form, log church that was built with a remarkable level of craftsmanship. Since abandoned early in the 20th century, the church has suffered considerable deterioration and loss of physical and cultural heritage (historic) integrity. Over the years the church has been maintained by a dedicated group of volunteers who are the reason it still stands today. Given the significance of this national historic site and the need to determine its current condition and develop a long term strategy to ensure its preservation a preliminary facility condition audit was undertaken. Recreation and Community Services September 25, 2013 Report No. RC2013 -19 Page 1 of 5 Page 38 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... The intent of this report is to present Council with the findings of the initial assessment and provide recommendations on a course of action to ensure the preservation of this significant historical and cultural asset. ANALYSIS: Completing a facility condition assessment on a building over 160 years old with the significance of the Oro African Church is a complex task involving requiring a review of both the structure and heritage implications /considerations. As such, there are few consultants who have the knowledge and experience to provide a thorough assessment. Mr. Vic Snow is a well- respected heritage restoration and construction and consulting specialist who has worked with numerous municipalities and private sector clients on hundreds of heritage projects across the province. Mr. Snow who had previously looked at the Church and the Craighurst Community Hall was engaged to lead the initial assessment. On Friday, June 28th, 2013 staff along with Mr.Wayne Lintack and Tim Crawford (members of the Oro - Medonte Heritage Committee) met Mr. Snow at the Church to undertake an initial review of the church. The report is attached as Attachment #1. The key findings are summarized as follows: 1) Overall the building was found to be structurally sound and in excellent condition given its age. However, there are a number of concerns which require attention. 2) Removal of some of the siding installed in approximately 1949, revealed rot on the bottom logs which rest on the foundation. This is causing the building to "sink ". This is particularly evident in the north -west corner of building. Further, the grading and the plantings are creating additional issues with moisture around the foundation and bottom logs. 3) The church has no exterior chinking which indicates it was always intended to be covered with clapboard. 4) Original strapping visible behind siding and original pine clapboard (moth muley sawn) found under siding at front gable. Nails in strapping and clapboard are hand forged square head nails. 5) Evidence of water penetration under window sills which would likely indicated log deterioration in these areas. 6) The chimney shows signs of water penetration. 7) Holes in the foundation, siding and soffit are allowing rodents, bats, and birds to access the building with evidence of infestation that has compounded over a number of years. Fecal matter is present in the roof and walls and presents a bio- hazardous concern. As such the building has been "closed" the public. Recreation and Community Services September 25, 2013 Report No. RC2013 -19 Page 2 of 5 Page 39 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... 8) Over the years a number of repairs and maintenance activities have taken place. While well intentioned a number of these activities were not performed according to the "period" and are not historically accurate. 9) The entrance has undergone significant alteration. Without further investigation it is difficult to determine the specifics of the initial entrance and if a vestibule was originally present. The framing does appear as though the building possessed double doors. Mr. Snow also provided a number of recommendations for consideration. The report was presented to the Oro - Medonte Heritage Committee on July 15, 2013. In looking at the options to address these concerns there a number of key questions that arise, for example: • What is logical sequencing? For example the biohazards could be addressed but to complete this would require removing, ceiling, floor and siding. if this is to occur, how should it be restored? Further, given the inherent concern of the church's proximity to Old Barrie Road and risk of potential vehicular collision, should the church be relocated prior to undertaking remedial actions? • If the building is raised and foundation repaired should stay in situ or be moved? • What are the historical considerations /limitations, specifically relating to National Historic Sites? • What should long term are the long term considerations with the additional Township lands surrounding the church? • What implications /considerations are there with the cemetery and unmarked graves? • What are the views of the various stakeholders? • What is realistic timing and should security and fire prevention controls be implemented in the interim? All of these questions were debated at length by the committee and it was determined that before the committee could develop a recommendation that all of the questions should be analyzed. The committee established a working group consisting of Tim Crawford, Wayne Lintack, Ruth Fountain and Dorothy Moore to advance an application for funding to the County of Simcoe, 2014 Historical Grant Program. The first part of the application consisted of retaining Su Murdoch a well- respected provincial policy advisor and historical consultant and Victor Snow. Mrs. Murdoch would conduct background research and undertake a review of policy /historical /stakeholder considerations while Mr. Snow would undertake a comprehensive review of the building and costing of the various options for remediation. The second part of the application consisted of installing lighting and a fire /burglary monitoring system. The application is attached as Attachment #2. Recreation and Community Services September 25, 2013 Report No. RC2013 -19 Page 3 of 5 Page 40 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... At its meeting of August 26, 2013 the Heritage Committee discussed the urgency in proceeding with the investigation, as this would become a catalyst in sourcing grants and undertaking fundraising efforts. As such, the committee passed a motion recommending that the $8500 in the African Church Reserve (established through donations and book sales) be used to engage Vic Snow and Su Murdoch to complete the initial analysis. Given the highly specialized nature of this undertaking and lack of qualified consultants to undertake this scope, it is recommended that the Township proceed to "sole source" with Vic Snow and Su Murdoch to complete the assessment. It should also be noted that to complete a detailed assessment of the church there are a number of intrusive measures which need to be taken for example: the siding would need to be removed, chinking removed in sections, alterations to door framing removed, and holes cut in the floor and ceiling. Upon completing the investigation the building would be properly sealed and wrapped in Typar until a direction is determined following the analysis. A detailed scope of work is attached as Attachment #3. Further, consultation with Transportation and Environmental Services indicated that to install a light fixture to the hydro pole at the corner of Line 3 and Old Barrie Road would be approximately $700. FINANCIAL: The projected costs to complete the assessment is estimated at $8500 and recommended to be funded from the African Church Reserve Fund. POLICIES /LEGISLATION: • By -law 2004 -112 • Ontario Heritage Act • Historic Sites and Monuments Act CORPORATE STRATEGIC GOALS: • Quality of Life • Service Excellence • Financial Stewardship • Sustainability • External Relations CONSULTATIONS: • Oro - Medonte Heritage Committee • Former Oro - Medonte History Association • Su Murdoch and Vic Snow Historical Consultants • Director, Transportation and Environmental Services Recreation and Community Services September 25, 2013 Report No. RC2013 -19 Page 4 of 5 Page 41 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... ATTACHMENTS: 1. Initial African Church Condition Audit, June 28, 2013 — Victor Snow 2. County of Simcoe Historical and Cultural Grant Program Application 3. Scope of building condition and financial analysis of recommendations for remedial actions. CONCLUSION: The Oro African Methodist Episcopal Church was designated as a National Historic Site as "it is the last built remnant of a community of African Canadians whose roots are uniquely anchored in the history of United Empire Loyalists, representing the important role that Black militiamen played in the defence of Upper Canada during the War of 1812, and early Upper Canada land policy ". The church and its history have local, county, provincial, national and even international cultural and historical significance. With the current degradation of the building condition, a comprehensive strategy is required to ensure its preservation for future generations. Conducting a comprehensive background study will provide the Heritage Committee, Council and other key stakeholders with a thorough analysis to establish such a strategy while forming the business case in which to obtain funding for the implementation of the strategy. Respectfully Submitted: Shawn Binns Director, Recreation and Community Services SMT Approval / Comments: C.A.O. Approval / Comments: -1 -�� Recreation and Community Report No. RC2013 -19 September 25, 2013 Page 5 of 5 Page 42 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... GENERAL INFORMATION As follows: 1.) The Church which is about 20'x 30' appears to be structurally sound 2.) Removal of some of the round faced (imitation log ?) siding installed about 1949 revealed rot on the bottom of the first log resting on the concrete foundation on the left side. With certainty this will be the case with the first log on all sides although the first log on the front of the Church has partially sunk into the ground. The first log in the back wall may be in better condition as the grade slopes down to the back and the Church appears relatively level although the north east corner has settled to some extent. The extensive plants on the back and right side of the Church prevented access to those sides. Most of these plants should be transplanted elsewhere on the site to allow air circulation on these two sides as the current dense growth against the walls serves as a moisture trap. 3.) The logs, where exposed by removal of the siding, are neatly hewn on the faces and show virtually no weathering. Also, there is no sign of any exterior lime mortar chinking which indicates that the Church was intended to be covered with clapboard from the outset. If lime mortar had been removed (and there is no logical reason for this), traces of white lime staining would remain. Further, the split wedges placed between the logs to form a backing and to "key" the lime mortar chinking have been inserted from the interior which is not the norm. 4.) The corners of the logs are lapped and not dovetailed. Some suggest that such lapping is the work of lesser skilled builders and that may be the case but I have seen many finely crafted 19th century log buildings that are lapped. This method is often seen when the structure was intended to be covered by siding as the walls were effectively secured by the strapping rather than by the sloped dovetails. Even without strapping the shear weight of the logs and other components usually maintains structural integrity (the term being "under compression "). Log buildings with lapped corners often tend to occur in defined areas suggesting localized adoption of this method or perhaps the work of a single builder /crew. I have previously seen a log house near Stroud with only one corner dovetailed and three lapped. In addition, I recently dismantled the 1856 Royal Hotel in Craighurst with two corners dovetailed and two not so the rationale for this may indeed be the matter of skill, assuming separate individuals working at each corner. 5.) Original pine clapboard (3/8" +/- x 7" with about 1/2" of overlap) was found behind the rounded siding in the front gable. It is somewhat weathered but evidence of distinctive "muley" saw marks is visible. These saw marks indicate that the clapboard was not hand planned, although further investigation is required as it is possible that these boards were turned over at some point. Water powered muley saws used vertical blades making vertical cutting marks that are quite fine and very similar to modern band saw mills. Steam powered circular saw mills did not come into common use until later in the 19th century. Note that a photograph taken about 1947 and in the possession of Tim Crawford shows the original clapboard from 1849. My own house also built in 1849 was still covered with the original clapboard in 1986, 137 years later and I know of other examples indicating the longevity of pine clapboard, even when not painted. 6.) The walls were strapped with full dimension muley sawn pine, 2'x 4' or wider on 36 " +/- centres. Some large nails with irregular shaped heads secure the strapping, indicating that it was installed in 1849 to receive the clapboard. The nail heads are not in the standard "rose head" form but none the less they appear to be blacksmith forged and unquestionably are from an early date. 7.) The building is obviously infested with rodents such as mice and bats as their droppings are plainly visible. The bat infestation probably exists throughout the year but the numbers of mice will be greatest during the cold months. Additionally, birds have access and the splatter of their fecal matter is evident, even on furnishings. Also, a large amount of raccoon feces was found between the siding and the log wall on the left side. (Siding was only removed at the bottom of the left wall and a limited amount in the front gable. All was replaced.) Page 43 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... 8.) Raccoons and skunks can also gain access to the area under the flooring through holes in the concrete foundation. Rodents have easy access in many places including where the soffit is missing. 9.) Volunteers performing work over the years have provided a valuable service in generally protecting the structure from the elements and minimizing animal damage. However, while well intentioned, most existing restoration /repairs has been carried out in a non - period and historically inaccurate manner, as follows: The existing siding dates from about 1950 and is not the correct clapboard style. The contemporary window sash has very wide muttons, narrow stiles and rails and is glazed with modern glass. Also one sash has 16 panes of glass instead of 12 as in all other sash. Windows made in the exact historically accurate design are available, including the use of 19th century glass. It is unfortunate that the original 1849 glass was not saved. - The concrete foundation is in a deteriorated state with cracks and holes and obviously is shallow in depth and therefore not frost protected. - The ceiling is covered in "v- groove" boards without tongue and groove. This "v- groove" boarding was used in later Victorian homes and even into the 20th century. The spaces between the boards have extensive visible black organic matter that is clearly the result of animal fecal matter in the attic space. The ceiling was most likely originally covered with wider pine boards similar to the wainscoting. Usually such boards would have the edge bead with tongue and groove in the same manner as the wainscoting and are referred to as "bead board ". 10.) The vestibule that appears in photographs taken in the late 1940s presents an enigma, as follows: a) The opening in the log wall is 6' in width including framing and appears to define the width of the vestibule. The length of the vestibule would have also been about 6'. The height of the opening is about 97 " + / -. so the opening extends above the slope of the vestibule roof on both sides where covered by clapboard. b) The framing at the sides of the opening is secured with cut (square) nails and is circular sawn hemlock (instead of pine), indicative of a later date. e) Without getting into extensive detail, the existing work to enclose the opening, including the slab door (battens secured with modern Phillips screws) and reproduced four panel door (modern hinges and non period hardware) and all other aspects is completely inconsistent with what should exist and of rather poor quality. Removing this material should help determine the original nature. e) The size of the opening suggests two possibilities, a pair of tall doors each about 32" wide or a central door with transom and side lights, but two doors is more likely. f) Considering "b" above the vestibule was likely built later in the 19th century, also recognizing the following: - the vertical boarding is inconsistent as normally it would also be clapboard - the door (scaled to 30" x 78 ") is off centre suggesting poor workmanship, unlike the original period work - the clapboard above the vestibule roof slope on the left side has been re- worked and shows a "running joint' in four courses. - the fascia is also wider than on the main structure - while difficult to discern, there appears to be no battens, again poor workmanship - the vertical boarding is heavily weathered and based on the many knots visible was probably hemlock, again indicating construction later in the 19th century. 11.) The pulpit and railing have been extensively reworked with re- cycled materials and a mix of cut nails, wire nails and even forged clinch nails. The railing components appear to be late Victorian. The elevated platform was originally about 3 ' wider per indications on the wainscoting and the platform is also crude in construction. 12.) The flooring has many visible Phillips screws and is not tongue and groove. It is also somewhat irregular suggesting that whatever supports it is rotting. In all likelihood, because the floor structure rests on the bare ground the underside will have mould present, not to mention animal feces. The air quality in the Church is rather poor, presumably the result of the bio hazards present as well as the fact that the building is generally closed with no air circulation. To my knowledge, neither the Ministry of Labour or Page 44 of 417 1O.e) Report No. RC2O13 -19, Shawn Binns, Director of Recreat... WSIB has an official policy on bio hazards and they are not listed as "designated substances" with a policy for handling. However, they are clearly a health risk. 13.) The chimney is in a poor deteriorating state and the corbelling is completely missing. The flashing is also slipshod and not in the correct historical manner. The chimney bracket supporting the entire brick mass of the chimney is nailed to the log wall and its structural integrity is a concern 14.) The cedar shingling is the work of someone lacking knowledge of the correct and most enduring way to install shingles as there are many places where the spaces between shingles in alternate courses are exactly aligned as many as five times I Shingles that are 18" in length and installed 6" "to the weather" should have the spaces varying in three successive courses by never less than 1 " and preferably 2 ". The shingles also appear to be the lowest quality, being 3/8" at the butt with flat sawn grain. I always recommend #1 grade BC tapersawn 24" cedar shingles installed 8" to the weather (although the maker suggests 10" exposure) providing durability for at least 50 years. The existing shingles also have excessively wide spacing between each, obviously to minimize material cost. I also presume that "cedar breather" which is inexpensive was not installed. It is a modern product that is invisible but allows air circulation under the shingles to aid in drying and extend the life of the shingles substantially. 15.) There has been a suggestion that the space between the siding and the logs was originally filled with straw. "In- fill" such as sawdust is very occasionally found in timber frame houses for the purpose of providing insulation. If the spaces in the walls of the Church had been filled with straw, most if not all would have fallen out when the original siding was removed about 1949 and those replacing the siding would have needed an extraordinary dedication to originality to replace same, unlikely since duplicating the original exists in no other workmanship. The straw found at the bottom of the wall cavities is a mixture of fragments of various plants, pink insulation, polyethylene, complete and partial dead baby birds, etc. and appears to be the remnants from nesting birds at the top of those wall spaces where bird droppings are visible on the siding. In one space there is an area containing a mixture of pine wood chips and straw so it is possible that there was original in -fill between the strapping for the purpose of insulation. 16.) 1 will also mention the subject of a possible original dirt floor. Log buildings were not usually built directly on the ground and certainly not by 1849. The logs were either set on stones or stone walls or rested directly on round cedar floor joists that were hewn flat on top and extended the full width of the building, usually spaced between 32" and 36 ". The building shows considerable refinement and it is unlikely that it had a dirt floor, particularly considering the wainscoting which is primarily decorative. Functional flooring would logically take priority over wainscoting. However it is possible that a dirt floor existed for a period of time before the floor and wainscoting were installed in that order. 17.) Contemporary masonry cement has been extensively used on the interior walls to cover the original lime mortar chinking with some areas completely parged over. Much of this is cracked, loose and in a poor state. All was painted with white wash which alone is historically accurate. 18.) The stone cairn is also failing as some of the stone veneer is at the point of falling off. RECOMMENDATIONS 1.) Avoid trying to address the bio hazards in some "make do" temporary fashion. It would not be money well spent. The problem with animal access /fecal matter and attendant health risks needs to be completely and permanently eliminated. 2.) Close the Church to public access until such time as comprehensive restoration can be carried out to bring the building to it's full original appearance and glory. I do not say "glory" without stressing it's current dismal state. Being of such historic importance its physical appearance should meet the usual standard for a National Historic Site. In spite of its rather humble origins, the Church originally had considerable refinement, as follows: - being covered with clapboard when the logs could have been exposed Page 45 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... - large "12 over 12" windows which not only brightened the interior but enhanced its architectural appearance a large entrance that was worthy of a church although now missing beaded wainscot with chair rail around the interior - lime wash ( "whitewash ") on interior walls and ceiling to add brightness and discourage insects (a property of lime) 3.) Perhaps a professionally designed website should be considered which could also encourage donations. Certainly a way to recognize larger donations and major benefactors should be considered. Additionally, signage directing the public to the site could be improved. Since the African Methodist Episcopal Church was originally "born in protest against discrimination and slavery ", it is a theme that should be used as it still resonates in today's world, even beyond African Canadians and Americans. Oro - Medonte has a virtual shrine to freedom and that needs to be acknowledged and promoted. The media can and should be used to advantage beginning with a Media Release on the exact nature of this report. 4.) Both provincial and federal politicians should be approached for support. Heritage funding is available from both governments but I can't elaborate within the limits of this report. 5.) Also, the means to have Tax Receipts issued is required, presumably by a local volunteer organization to champion this cause and have charity status. 6.) The opportunity goes far beyond what I have listed and I would be happy to provide my knowledge and experience at a "blue skying" session with those involved. Vic Snow, Heritage Restoration, Construction & Consulting Services Page 46 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... ?oumship o� County of Simcoe 1110 Hwy 26 Proud Heritage, Exciting Future Midhurst, Ontario LOL 1X0 Attention: Marie Hamilton Dear Mrs. Hamilton, Please find attached the Township of Oro - Medonte's submission for the Historical and Cultural Grant Program for the Oro African Episcopal Church Cultural Heritage Assessment project. The Oro African Episcopal Church is a unique landmark and recognized National Historic Site that holds significance for both local residents and the African Canadian Community throughout the Country and perhaps internationally. It is essential that this landmark be preserved and maintained for generations to come as it is unique to North America as one of the last remaining structures of its nature and a remarkable example of the British policy of equality at a time when slavery was still tolerated in the U.S. This grant program provides a wonderful opportunity for the Township and the County to develop a strategy for long term preservation of a National treasure. Through the project we will be able to solicit guidance from highly skilled specialists to provide recommendations for the preservation and protection of the Oro African Episcopal Church. In addition, the investigation will strengthen the historical knowledge of the site and act a catalyst to engage the community and stakeholders in implementing the recommendations while telling a very important part of North American history. The Oro African Episcopal Church is a vital historical structure in our community. The Township of Oro - Medonte hereby requests your support for its application to the Historical and Cultural Grant Program for the preservation and protection of this facility. . We thank you for your time, consideration, and support. Kind Regards, J. Hodgkinson for Shawn Binns Director, Recreation and Community Services Township of Oro - Medonte Phone: (705) 487 -2171 Ext. 7237 sbinns @oro- medonte.ca 148 Line 7south, Box 100 P: (705) 487 -2171 vwvw oro— rnedante. ca- Oro, Ontario LOL 2X0 F: (705) 487 -0133 Page 47 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... COUNTY OF $1MCOE—'w# COUNTY OF SIMCOE GRANT APPLICATION FORM HISTORICAL AND CURTURAL GRANT PROGRAM 1. Name of Organization: Township of Oro - Medonte Address and Telephone: 705- 487 -2171 E -mail address: (optional) sbinns @oro- medonte.ca 2. Primary Contact Person: (Name and Position) Shawn Binns Address and Telephone: Township of Oro - Medonte 148 Line 7 S Box 100, Oro ON LOL 2X0 3. Names and positions of Board of Directors or Management Committee, who will be responsible for the management of the service and disbursement of the funds requested: NAME POSITION Shawn Binns Dir. Rec. & Com. Services Harry Hughes Mayor /Committee ExOfficio John Crawford Councillor /Committee Chair. Mel Coutanche Councillor Heritage Committee 4. Mission Statement of the Organization: (attach separate sheets if required) Township Vision: To provide service excellence while building a sustainable, fiscally sound and healthy community that preserves Oro - Medonte's rural character and enriches quality of life. Recreation & Community Services Mission To strengthen Community through programs, services, parks and facilities that promote healthy lifestyles, connect families and neighbours, recognize culture and heritage; thereby enriching the quality of life in Oro - Medonte County of Simcoe, Finance Department, 1110 Hwy_ 26, Midhurst, ON LOL 1X0 Page 48 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... COUNTY OF' SIMCOE A4 Describe in some detail, the project or services undertaken that will be funded by this grant. Identify the cultural and /or historical significance of the program and any measurable opportunities which will promote increased awareness and knowledge of our local history and culture through this project. See Appendix A Attached. 6. Identify the tangible opportunities that will be presented to encourage participation of a historical or cultural nature to the residents of Simcoe County. See Appendix A Attached County of Simcoe, Finance Deparhnent 11 10 Hwy. 26, Midhurst, ON LOL 1X0 Page 49 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... Page 50 of 417 COUMY OP `"� SIMCOE 7. Detail other sources of funding for this project/program: See Appendix A Attached 8. The applicant organization must have a governance structure in place to act as administrator of the funds. Describe this structure. Municipal Government. See Appendix B Attached 9. Does your organization hold not - for - profit status: Yes No ❑ Is your membership open to the public: Yes FW] No ❑ How many volunteers are there in the organization 9 Approximate number of members /participants /audience 9 Heritage Committee Consists of 9 Volunteers and 2 members of Council as well as the Mayor as Ex- Officio 10. Attachments to be enclosed: a) Current Year Budget b) Previous Year's Financial Statement c) Proof of "not- for - profit" status Municipal Government. Details are public and can be accessed at www.oro- medonte.ca 12. Amount of Grant Requested $ 15,500.00 County of Simcoe, Finance Department, 1110 Hwy_ 26, Midhurst, ON LOL 1X0 Page 50 of 417 1O.e) Report No. RC2O13 -19, Shawn Binns, Director of Recreat... Appendix A County Heritage Grant Application Supplemental 5. Describe in some detail, the project or services undertaken that will be funded by this grant. Identify the cultural and /or historical significance of the program and any measurable opportunities which will promote increased awareness and knowledge of our local history and culture through this project. The Oro African Methodist Episcopal Church was erected in 1849 at the southeast corner of the intersection of Line 3 of Oro - Medonte and Side Road 10/11 (Old Barrie Road). The church building and unmarked cemetery stand today as a unique witness to early African Canadian settlement in Upper Canada. The site was designated in 2000 as a National Historic Site of Canada because "it is the last built remnant of a community of African Canadians whose roots are uniquely anchored in the history of United Empire Loyalists, it represents the important role that Black militiamen played in the defense of Upper Canada during the War of 1812, and early Upper Canada land policy." This is a log church with a simple form that was built with a remarkable level of craftsmanship. Since abandoned early in the 20th century, the church has suffered considerable deterioration and loss of physical and cultural heritage (historic) integrity. A cultural heritage assessment and strategy for the stabilization and restoration of this site is critical to its survival. As a first stage, Su Murdoch Historical Consulting and Victor R. Snow, Heritage Restoration, Construction and Consulting Services will be contracted to undertake the following Scope of Work: • Review the supporting documentation submitted for the National Historic Sites designation to determine any parameters for future work based on architectural, historical, and contextual significance reasons; as well as capital cost sharing funding potential; • Review any other governance of the site, such as the Ontario Heritage Act, Cemetery Act, and Methodist Episcopal Church stewardship (if applicable), that may set parameters for future work; • Through consultation with stakeholders, identify an appropriate level of commemoration and use of the site (passive landmark, periodic celebration proactive development of a tourist location, as examples) based on community /public interest, financial resources, manpower, educational value, etc.; • Outline the importance of the principles contained in the Parks Canada Standards • and Guidelines for the Conservation of Historic Places in Canada; Evaluate the options for the stabilization and restoration of the church and cemetery based on issues of cultural heritage integrity, legislation, other funding potential, physical needs, and property restraints; • Undertake preliminary costing for appropriate options, which may include leaving in situ, relocation, or placing under cover; • Meet with the Oro - Medonte Heritage Committee, stakeholders, and Township Council; • Submit a final report. This preliminary consultation and investigation is essential to establish a strategy and direction for the preservation of this remarkably unique heritage asset. This stage of the Page 51 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... project will generate local and regional awareness through an extensive consultation and communication program in addition to strengthening the knowledge surrounding this site. The final report will then be a catalyst to engaging the broader community to implement its recommendations. The second stage of this project involves the protection of the facility. In its history, the church has suffered a collision from a motor vehicle (due to it's proximity to Old Barrie Road) and several acts of vandalism. The installation of site lighting and a monitoring system (intrusion, fire, security camera) will minimize the inherent risks of significant damage to the facility. 6. Identify the tangible opportunities that will be presented to encourage participation of a historical or cultural nature to the residents of Simcoe County. The story of the 1819 Black Settlement along Wilberforce Street in Oro - Medonte Township reveals aspects of early settlement in Upper Canada, as well as the military strategy in the opening of the Penetanguishene Road (now County Road 93). The 1849 Oro African Methodist Episcopal Church is part of a unique story that has long fascinated residents of Simcoe County and is part of our local, as well as national history. Its significance is acknowledged by the National Historic Sites designation. To truly tell the story, the diminishing cultural and physical integrity of the church and cemetery needs to be assessed and a plan for immediate stabilization and long term restoration formulated. As a National Historic Site, the Oro African Methodist Episcopal Church should authenticity present this aspect of Simcoe County and Canada's history to area residents, students, Black history enthusiasts, and those interested in this unique aspect of settlement in Upper Canada. 7. Detail other sources of funding for this project/program: Township of Oro - Medonte Site Lighting $ 1,500 Marketing and Communications $ 2,500 Project Management $ 2,000 Oro - Medonte Heritage Committee In kind services - background research, community outreach and engagement, documenting and writing about the project to preserve and transfer knowledge $ 4,000 Total contributions from other sources $10,000 12. Amount of Grant Requested Stage 1 — Consulting service $ 8,000 Stage 2 — Facility Protection $ 7,500 Total amount of grant requested $15,500 Page 52 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... Appendix B AMENDED THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW 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 deems it desirable to establish a Heritage Committee; NOW THEREFORE the Council of The Corporation of the Township of Oro - Medonte enacts as follows: 1. That a Heritage Committee is hereby established for the Township of Oro - Medonte and such committee shall be known as the Oro - Medonte Heritage Committee. 2. That the purpose of the Oro - Medonte Heritage Committee shall be to advise and assist Council and staff in matters related to cultural heritage resource conservation including public awareness of heritage, heritage planning and Heritage Act designation located within the Township. 3. The mandate of the Oro - Medonte Heritage Committee shall be to provide suggestions and advice on matters pertaining to heritage, specifically: 3.1.To act as an advisory body to Council. Recommendations shall be forwarded to Council for consideration. 3.2. Oro African Methodist Episcopal Church, National Historic Site 3.2.1. Advise Council on the maintenance of the Oro African Methodist Episcopal Church — National Historic Site in accordance with Parks Canada's Guiding Principles and Operational Policy— Part III. 3.2.2. Co- ordinate volunteers to make the Oro African Methodist Episcopal Church - National Historic Site available for public visitation for its established hours and special events. 3.3. Artifacts and archival documents /materials 3.3.1. To provide recommendations with respect to artifacts and archival documents /materials currently held by the Township. 3.4. Heritage Register 3.4.1. Pursuant to Section 27 of the Act, on behalf of the Clerk, keep a register of property situated in the municipality that is of cultural heritage value or interest. 3.4.2. Consult with and recommend to Council regarding the inclusion of a property in the register. 3.4.3. Consult with and recommend to Council regarding the removal of a property from the register. Page 53 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... 3.5. Public Education 3.5.1. Provide public education and promote awareness and conservation of Oro - Medonte's cultural heritage. 3.6. Planning Matters 3.6.1. Provide advice, as requested, in accordance with the Township of Oro - Medonte's Official Plan on Planning Act applications. 3.7. Conservation of Property and Heritage Conservation Districts 3.7.1. Consult with and recommend to Council pursuant to Part IV — Conservation of Property of Cultural Heritage Value or Interest and Part V — Heritage Conservation Districts of the Ontario Heritage Act. 3.7.2. Pursuant to Section 38 of the Act, all members of the Oro - Medonte Heritage Committee are authorized to conduct inspections, where such members have been directed by Council, or staff. 4. Upon appointment, the Oro - Medonte Heritage Committee shall develop a Strategic Work Plan for the term, and shall submit same for Council's consideration. The Strategic Work Plan shall encompass how the Oro - Medonte Heritage Committee will address the various components of its mandate, and may recommend other initiatives for Council's consideration. The Strategic Work Plan shall support Council's current Strategic Plan. 5. On behalf of the Township of Oro - Medonte, the Oro - Medonte Heritage Committee shall maintain affiliated membership with the Simcoe County History Association, National Historic Sites Alliance of Ontario, and any other associations and agencies as approved by Council 6. That the following persons shall be appointed as members of the Oro - Medonte Heritage Committee for the term of the Council that appointed them or until their successors are appointed. Where a member ceases to be a member before the expiration of his or her term, Council may appoint another eligible person for the unexpired portion of the term: 6.1.Five (5) Members of the Public 6.2.Two (2) Members of Council (1 Chair and 1 Vice - Chair) 6.3. Mayor (ex- officio) 7. Council shall strive to maintain a minimum of one (1) public member in transitioning between terms to provide continuity. Public members shall not serve more than two (2) consecutive terms. 8. Council shall appoint the Chair and Vice -Chair of the Oro - Medonte Heritage Committee. The Council members appointed to the Oro - Medonte Heritage Committee shall be non - voting members. 9. The Oro - Medonte Heritage Committee shall endeavor to meet monthly, with the exception of July and August. 10.The Township of Oro - Medonte's Procedural By -law shall govern the proceeds and activities of the Oro - Medonte Heritage Committee. Page 54 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... 11.The persons appointed to the Oro - Medonte Heritage Committee shall be paid such remuneration as outlined in the Remuneration By -law. 11.1. Notwithstanding the above, any person providing assistance with the operation of the Oro African Methodist Episcopal Church - National Historic Site or with special events shall be on a volunteer basis, with no remuneration. 12.The Director of Recreation & Community Services, or his /her designate, shall be the staff liaison to the Heritage Committee. 13.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 13TH DAY OF FEBRUARY, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE J. Page 55 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... Binns, Shawn From: Snow <beavermeadowfarm @aol.com> Sent: Monday, September 23, 2013 2:28 PM To: Binns, Shawn Cc: sumurdoc @sympatico.ca Subject: African Methodist Episcopal Church Project Shawn: As discussed, I propose to undertake the following Investigation to determine the full extent of restoration required: 1) Cut a neat rectangular access hole in the non original ceiling v- groove boarding to determine state of ceiling joists and rafters. The inside surface of the roof sheathing will also be examined. Even though the cedar shingles are improperly installed, they would still survive for quite some time and unless there are any surprises, they should not require replacement as part of the restoration. The v- groove is mid 20th century and will require replacement with bead board similar to the wainscoting. It is also possible that the ceiling was originally covered with hand split or "accordion" lath although less likely. This would also become obvious. 2) Lift a number of adjoining floor boards, where secured by screws, to determine condition of floor joists and potential presence of mold. Even though the existing floor boards are not tongue and groove, as the originals would have been, it may be possible the reuse all by simply installing splines as sometimes used in the period in place of tongue and groove. 3) Remove existing imitation log siding installed about 1948. Siding in the gables would only be removed if same is backed with complete original clapboard as appears to be the case in the front gable. 4) Dismantle existing material that fills the 6'x 8' entrance opening. Retain any components that may have been original or could be used in restoration elsewhere in the Church. As discussed, there are two possibilities for the original entrance the most likely being a pair of doors. While I had not considered it previously, there is a third, being a larger vestibule (larger than that appearing in the 1947 photograph) that would completely cover the opening. This would be obvious by indications visible on the exterior of the logs. 5) Install 1/2' plywood over all windows and the front entrance, carefully secured with screws. The plywood over the door opening would also have a mid vertical support. Then cover the log walls with Typar (fire retardant) secured with 1 x 2 strapping nailed to the original 2 x 4 strapping that held the clapboard. The Typar would provide protection from the weather until appropriate restoration commences. 6) Remove any non period interior masonry cement parging (much is loose) if required to ascertain the condition of the log(s) based on deterioration or rot on the outside surface. Provide detailed costing of all required restoration to return the Church to its 19th Century appearance consistent with its status as a National Historic Site - relative to the following (not in any particular order): .................................................................................................................................................................. ............................... . ...................................................................................... ............................... Costing on the following: 1) Required log repair /restoration or replacement. Based on the previous limited investigation, it is known that at least one log at the front has sunk into the ground and will be rotted and need replacement. 2) Raising the building to enable restoration /replacement of the bottom logs. The cost to move the building a short distance to the south -east would also be determined since those raising the structure could also undertake this move and Page 56 of 417 1O.e) Report No. RC2O13 -19, Shawn Binns, Director of Recreat... they must visit the site in any case. We may also find that the Church may need to be temporarily moved immediately to the right as a matter of greater ease in both excavating and forming the foundation. 3) Replacement of existing windows with accurate period style windows with 19th Century glass. Also to include thermal pane storms. Wayne Lintack has the exact style of 19th Century windows in his home although in the "6 over 6" style (instead of "12 over 12 ") and with thermal pane storms. Perhaps the Oro - Medonte Heritage Committee could visit Wayne's home to see the high quality windows and precise but discreet storms since I routinely use the same maker to make the best quality period reproductions. 4) Replacement/reconstruction of chimney and missing corbelling using existing bricks and some additional. Replacing the poor quality chimney flashing with step and counter flashing exact to the period. Improving the structural integrity of the supporting bracket - all in a manner sympathetic to the period. 5) Installation of period style clapboard. 6) Installation of fire retardant Roxul batt insulation in the cavity between the siding and the log walls as well as in the attic to code. 7) Restoration of the entrance in a manner /design using minimum conjecture 8) Replacement of floor joist with the addition of a centre structural beam. 9) Reconstruction of the raised platform to its original height and size (visible on wainscoting) and reconstruction of the pulpit in a manner typical of the period. 10) Installation of a propane fired heating system, air exchanger and ducting in the basement crawl space. 11) Installation of lighting and electrical wiring to a heritage standard as acceptable to the ESA. Additionally, a security system based on the recommendation of experts but with options priced separately. 12) Installation of footings and frost walls, damp proofing, drainage layer, inside insulation, poly under crushed stone, pads and piers for structural beam and a sump as required, particularly considering damp ground. Also excavation and back - filling with care to minimize impact on site. 13) Build 10" to 12" rubble stone walls with lime masonry on top of concrete frost walls (concrete walls not visible above grade). 13) Drawings as required with BCIN approval as well as any necessary engineering review and approval. 14) Replacement of missing soffit and restoration of fascia 15) Installing exact period eaves trough with two downspouts to extend the life of lower rows of clapboard and log walls - actual installation to be based on further consideration and discussion. 16) Any and all other restoration required that becomes obvious during this investigative process. 17) Archaeological investigation of the floor area as well as a three to four foot area surrounding the Church. Also the same for the area where the Church might be relocated. I know the co -owner of a company of professional archaeologists who do this type of work, particularly on sites pending housing development, etc. and can readily obtain a quote. I think one quote would suffice for now. Price: $4,450 plus HST - exclusive of recent site meeting to be billed separately. (Commercial Liability and WSIB requirements will be provided in advance of any work commencing.) Note: The only designated substance would appear to be the silica in the masonry and I am familiar with the breathing apparatus and coveralls required. Regardless, I am obliged under the OHSA to request a Designated Substances Report from Oro- Medonte. I expect to be able to complete the foregoing by early Nov., however please bear in mind that I have other scheduled work related to the 1837 Melville White Church, the 1863 designated Gingerich House, the 1860 Pendergast Log House, etc. all before commencing work in late Oct.on the 1856 Caledon East Orange Lodge, being reconstructed and restored z Page 57 of 417 10.e) Report No. RC2013 -19, Shawn Binns, Director of Recreat... on the Town Hall Campus. Please acknowledge and agree to the foregoing Regards, Vic Snow Page 58 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Township of REPORT Proud Heritage, Exciting Future Report No. RC2013 -20 To: Council Prepared By: Shawn Binns Meeting Date: September 25, 2013 Subject: Tender RC2013 -T -03 Parks and Facility Snow Removal Motion # Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action XI For Information Only It is recommended that: 1. Report No. RC2013 -20 be received and adopted; 2. That the contracts for Tender RC2013 -T -03 be awarded to the bidders as identified in staff report RC2013 -20; 3. That the Bylaws be forward for Council's ratification; 4. And that the bidders be thanked and notified of Council's decision. BACKGROUND: In 2010 a three year tender was issued for snow removal at municipal parks and facilities. The tender contracts are now expired and due for renewal. In August of 2013 a revised tender was advertised through local media channels, the Township's website and online procurement site Bidingo. ANALYSIS: To ensure the best possible pricing for snow removal the tender was designed as a service level contract based on a fixed price per season, open to bids on all or select locations. In 2013 salting /sanding of the locations was included as part of the service level to address the shifting weather patterns and the increase of freeze /thaw cycles which increases the risk for slips, trips, and falls. In addition, the community halls were added to the list of facilities to ensure that snow removal is being conducted by contractors that comply with the Township's health and safety policies while ensuring a consistent service level which limits the Township's risk exposure. Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 1 of 8 Page 59 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender RC2013 -03 closed at 2:00pm on Friday September 6th and opened at the Administration Office at 2:00pm. The results of the tender results are summarized as follows: Tender Results - Administration Centre (Parking area and walkways) 2012/2013 Contract Price 2012/2013 Contract Price $6,400.00 Company Company 2013/2014 2013/2014 2014/2015 2015/2016 3 year total PT Landscaping $1,125.00 $5,325.00 $5,325.00 $5,500.00 $16,150.00 Morris Shelswell $1,300.00 $5,800.00 $5,900.00 $6,000.00 $17,700.00 Michael Scott $2,280.00 $6,510.00 $6,640.00 $6,770.00 $19,920.00 Ron Burton & Sons $2,500.00 $7,250.00 $7,250.00 $7,250.00 $21,750.00 Advanced Contracting $6,487.00 $7,724.50 $7,956.23 $8,194.92 $23,875.65 Crocker Contracting $7,300.00 1 $9,500.00 1 $9,500.00 1 $9,500.00 1 $28,500.00 Note: Prices exclude HST Tender Results - OPP Horseshoe Valley (Parking area and walkways) 2012/2013 Contract Price $1,300.00 Company 2013/2014 2014/2015 2015/2016 3 year total *PT Landscaping $1,125.00 $1,175.00 $1,275.00 $3,575.00 *Don Woodrow $1,300.00 $1,300.00 $1,300.00 $3,900.00 Michael Scott $2,280.00 $2,330.00 $2,370.00 $6,980.00 Crocker Contracting $2,500.00 $2,500.00 $2,500.00 $7,500.00 Advanced Landscapes $6,487.00 $6,681.61 $6,882.05 $20,050.66 Pave Tech $7,300.00 1 $7,665.00 1 $8,048.25 $23,013.25 Note: Prices exclude HST *Recommendation to issue this site to Don Woodrow as PT Landscaping would have to make trip for one site. Both contractors concur. Tender Results - Oro- Medonte Community Centre ( Parking area and walkways) 2012/2013 Contract Price $9,500.00 Company 2013/2014 2014/2015 2015/2016 3 year total Michael Scott $4,980.00 $5,080.00 $5,180.00 $15,240.00 PT Landscaping $6,750.00 $6,750.00 $7,500.00 $21,000.00 Morris Shelswell $8,300.00 $8,500.00 $8,800.00 $25,600.00 Crocker Contracting $9,500.00 $9,500.00 $9,500.00 $28,500.00 Advanced Landscapes $10,421.24 $10,733.88 $11,055.90 $32,211.02 Don Woodrow $18,000.00 $19,000.00 $20,000.00 $57,000.00 Note: Prices exclude HST Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 2 of 8 Page 60 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender Results - Rugby Fire Hall (Parking area and walkways) Parking area and walkways) 201212013 Contract Price $2,290.00 $1,790.00 Company Company 2013/2014 2014/2015 2015/2016 3 year total Michael Scott PT Landscaping $1,300.00 $1,330.00 $1,350.00 $3,980.00 PT Landscaping Crocker Contracting $1,750.00 $1,750.00 $1,875.00 $5,375.00 Daly Custom Landscaping Morris Shelswell $2,300.00 $2,369.00 $2,440.00 $7,109.00 Morris Shelswell Michael Scott $2,300.00 $2,400.00 $2,500.00 $7,200.00 Crocker Contracting Advanced Landscapes $2,450.00 $2,450.00 $2,450.00 $7,350.00 Ron Burton & Sons Ron Burton & Sons $4,000.00 $4,000.00 $4,000.00 $12,000.00 Advanced Landscapes $6,088.24 $6,270.88 $3,459.01 $15,818.13 Pace Tech $7,300.00 $7,665.00 $8,048.25 1 $23,013.25 Note: Prices exclude HST Tender Results - Shanty Bay Fire Hall (Parking area and walkways) Parking area and walkways) 2012/2013 Contract Price $2,200.00 $1,790.00 Company Company 2013/2014 2014/2015 2015/2016 3 year total Crocker Contracting PT Landscaping $1,450.00 $1,450.00 $1,450.00 $4,350.00 Michael Scott Crocker Contracting $1,630.00 $1,660.00 $1,700.00 $4,990.00 PT Landscaping Morris Shelswell $2,150.00 $2,150.00 $2,300.00 $6,600.00 Morris Shelswell Michael Scott $2,200.00 $2,300.00 $2,400.00 $6,900.00 Advanced Landscapes Advanced Landscapes $3,179.05 $3,274.42 $3,372.65 $9,826.12 Note: Prices exclude HST Tender Results - Hawkestone Fire Hall ( Parking area and walkways) 2012/2013 Contract Price 2012/2013 Contract Price $1,790.00 Company Company 201312014 2013/2014 2014/2015 2015/2016 3 year total PT Landscaping $2,500.00 $1,650.00 $1,650.00 $1,750.00 $5,050.00 Crocker Contracting $2,500.00 $1,800.00 $1,800.00 $1,800.00 $5,400.00 Morris Shelswell $3,260.00 $1,800.00 $1,900.00 $2,000.00 $5,700.00 Michael Scott $4,200.00 $1,950.00 $1,990.00 $2,030.00 $5,970.00 Advanced Landscapes $4,500.00 $3,179.05 $3,274.42 $3,372.65 $9,826.12 Ron Burton & Sons $4,000.00 $4,000.00 $4,000.00 $12,000.00 Note: Prices exclude HST Tender Results - Moonstone Fire Hall (Parking area and walkways) 2012/2013 Contract Price $3,900.00 Company 201312014 2014/2015 2015/2016 3 year total Crocker Contracting $2,500.00 $2,500.00 $2,500.00 $7,500.00 Advanced Landscapes $2,500.00 $2,575.00 $2,652.25 $7,727.25 Michael Scott $3,260.00 $3,330.00 $3,390.00 $9,980.00 Ron Burton & Sons $4,200.00 $4,200.00 $4,200.00 $12,600.00 PT Landscaping $4,500.00 $4,500.00 $5,000.00 $14,000.00 Note: Prices exclude HST Recreation and Community Services Report No. RC2013 -20 September 25, 2013 Page 3 of 8 Page 61 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender Results - Warminster Fire Hall (Parking and walkways) 2012/2013 Contract Price $2,917.00 $2,975.00 Company Company 2013/2014 2014/2015 2015/2016 3 year total Michael Scott *Michael Scott $1,950.00 $1,990.00 $2,030.00 $5,970.00 Crocker Contracting *Don Woodrow $2,200.00 $2,200.00 $2,200.00 $6,600.00 PT Landscaping PT Landscaping $2,400.00 $2,400.00 $2,500.00 $7,300.00 Daly Custom Landscaping Crocker Contracting $2,850.00 $2,935.50 $3,033.50 $8,819.00 Ron Burton & Sons Pave Tech $3,800.00 $3,800.00 $3,800.00 $11,400.00 Pave Tech Advanced Landscapes $7,300.00 $7,665.00 $8,048.25 $23,013.25 Advanced Landscapes $7,724.50 1 $7,956.23 1 $8,194.92 1 $23,875.65 Note: Prices exclude HST Tender Results - Horseshoe Valley Fire Hall (Parking area and walkways) 2012/2013 Contract Price 2012/2013 Contract Price $2,975.00 Company Company 2013/2014 2013/2014 2014/2015 2015/2016 3 year total *Michael Scott $1,400.00 $2,280.00 $2,330.00 $2,370.00 $6,980.00 *Don Woodrow $1,500.00 $2,975.00 $2,975.00 $2,975.00 $8,925.00 PT Landscaping $1,630.00 $2,975.00 $2,975.00 $3,150.00 $9,100.00 Crocker Contracting $3,000.00 $4,800.00 $4,800.00 $4,800.00 $14,400.00 Pave Tech $4,850.00 $7,300.00 $7,665.00 $8,048.25 $23,013.25 Advanced Landscapes $8,026.74 $8,780.91 $9,044.34 1 $9,315.67 $27,140.92 Note: Prices exclude HST *Michael Scott proposed using a truck and plow. The site requires a blower. Further, it did not make sense for Michael Scott to have one isolated site. It is therefore recommended that the site be awarded to Don Woodrow who will maintain the adjoining sites. Both contractors have concurred with this recommendation. Tender Results - Bayview Memorial Park (Westside Lot) 2012/2013 Contract Price $1,350.00 Company 2013/2014 2014/2015 2015/2016 3 year total Morris Shelswell $1,400.00 $1,500.00 $1,600.00 $4,500.00 PT Landscaping $1,500.00 $1,500.00 $1,650.00 $4,650.00 Michael Scott $1,630.00 $1,660.00 $1,700.00 $4,990.00 Ron Burton & Sons $3,000.00 $3,000.00 $3,000.00 $9,000.00 Crocker Contracting $4,850.00 $4,850.00 $4,850.00 $14,550.00 Advanced Landscapes $8,026.74 $8,267.55 $8,515.57 $24,809.86 Note: Prices exclude HST Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 4 of 8 Page 62 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender Results - Shelswell Park (Parking area and walkway to pad) 2012/2013 Contract Price $900.00 Company 2013/2014 2014/2015 2015/2016 3 year total Morris Shelswell $1,000.00 $1,100.00 $1,200.00 $3,300.00 PT Landscaping $1,250.00 $1,250.00 $1,450.00 $3,950.00 Michael Scott $1,430.00 $1,460.00 $1,490.00 $4,380.00 Ron Burton & Sons $2,000.00 $2,000.00 $2,000.00 $6,000.00 Crocker Contracting $2,250.00 $2,250.00 $2,250.00 $6,750.00 Advanced Landscapes $8,026.74 1 $8,267.55 1 $8,515.57 1 $24,809.86 Note: Prices exclude HST Tender Results - Sweetwater Park (Parking area and walkway to pad & Cherry Trail) 2012/2013 Contract Price $1,100.00 Company 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow $1,100.00 $1,100.00 $1,100.00 $3,300.00 PT Landscaping $1,500.00 $1,500.00 $1,500.00 $4,500.00 Michael Scott $3,910.00 $3,990.00 $4,070.00 $11,970.00 Crocker Contracting $5,500.00 $5,500.00 $5,500.00 $16,500.00 Advanced Landscapes $8,026.74 $8,267.55 1 $8,515.57 $24,809.86 Note: Prices exclude HST Tender Results - Lohuaru Trail (Parking area and walkways) 2012/2013 Contract Price $900.00 Company 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow $900.00 $900.00 $900.00 $2,700.00 PT Landscaping $1,250.00 $1,250.00 $1,450.00 $3,950.00 Michael Scott $1,470.00 $1,500.00 $1,530.00 $4,500.00 Crocker Contracting $2,000.00 $2,000.00 $2,000.00 $6,000.00 Advanced Landscapes $2,642.50 $2,721.77 $2,803.42 $8,167.69 Pave Tech $4,895.00 $5,139.75 $5,396.75 $15,431.50 Note: Prices exclude HST Tender Results — Horseshoe Valley Memorial Park (Parking area and walkways) 2012/2013 Contract Price $1,100.00 Company 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow $1,100.00 $1,100.00 $1,100.00 $3,300.00 PT Landscaping $1,250.00 $1,250.00 $1,450.00 $3,950.00 Michael Scott $2,930.00 $2,990.00 $3,050.00 $8,970.00 Crocker Contracting $3,800.00 $3,800.00 $3,800.00 $11,400.00 Pave Tech $4,895.00 $5,139.75 $5,396.75 $15,431.50 Advanced Landscapes $8,440.24 1 $8,693.45 $8,954.26 1 $26,087.95 Note: Prices exclude HST Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 5 of 6 Page 63 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender Results - Carley Community Hall Company 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow 675.00 675.00 675.00 $2,025.00 Michael Scott 1,070.00 1,090.00 1,110.00 $3,270.00 Crocker Contracting 2,500.00 2,500.00 2,500.00 $7,500.00 Ron Burton & Sons 3,800.00 3,800.00 3,800.00 $11,400.00 Pave Tech 4,895.00 5,139.75 5,396.75 $15,431.50 Advanced Landscapes 7,724.50 7,956.23 1 8,194.92 $23,875.65 Note: Prices exclude HST Tender Results - Eady Community Hall Company 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow 990.00 990.00 990.00 $2,970.00 Michael Scott 2,150.00 2,190.00 2,240.00 $6,580.00 Crocker Contracting 3,000.00 3,000.00 3,000.00 $9,000.00 Ron Burton & Sons 3,800.00 3,800.00 3,800.00 $11,400.00 Advanced Landscapes 5,337.49 5,497.62 5,662.55 $16,497.66 Note: Prices exclude HST Tender Results - Edgar Community Hall Company 2013/2014 2014/2015 2015/2016 3 year total *Don Woodrow 750.00 750.00 750.00 $2,250.00 *Morris Shelswell 1,000.00 1,050.00 1,100.00 $3,150.00 Michael Scott 1,890.00 1,930.00 1,970.00 $5,790.00 Crocker Contracting 1,950.00 1,950.00 1,950.00 $5,850.00 Pave -Tech 4,895.00 1 5,139.75 5,396.75 1 $15,431.50 Advanced Landscapes 5,337.49 1 5,497.62 5,662.55 1 $16,497.66 Note: Prices exclude HST *Don Woodrow this declined site Tender Results - Hawkestone Community Hall Company 2013/2014 2014/2015 2015/2016 3 year total Crocker Contracting $900.00 $900.00 $900.00 $2,700.00 Morris Shelswell $950.00 $1,000.00 $1,100.00 $3,050.00 Michael Scott $1,630.00 $1,660.00 $1,700.00 $4,990.00 Ron Burton & Sons $3,800.00 $3,800.00 $3,800.00 $11,400.00 Advanced Landscapes $8,440.24 1 $8,693.45 $8,954.26 $26,087.95 Note: Prices exclude HST Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 6 of 8 Page 64 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... Tender Results - larratt Community Hall Company The financial breakdown for snow removal services for three years is as follows (Note: 2013/2014 2014/2015 2015/2016 3 year total Don Woodrow OPP Horseshoe Valley $990.00 $990.00 $990.00 $2,970.00 Michael Scott $ $1,070.00 $1,090.00 $1,110.00 $3,270.00 Morris Shelswell $ $2,100.00 $2,100.00 $2,100.00 $6,300.00 Crocker Contracting $ $2,250.00 $2,250.00 $2,250.00 $6,750.00 Ron Burton & Sons $ $3,800.00 $3,800.00 $3,800.00 $11,400.00 Pave Tech $ $4,895.00 $5,139.75 $5,396.75 $15,431.50 Advanced Landscapes $ $5,337.49 $5,497.62 $5,662.55 $16,497.66 Note: Prices exclude HST It is recommended that the contracts for snow removal for municipal facilities and parks be awarded to the low bidders as noted above with the exception of The Horseshoe Valley Fire Hall and the OPP /Nurse Practitioner Building, which logistically did not make sense for the contractors. The low bid on the Edgar Community Hall was not accepted by Don Woodrow and as such is recommended to be awarded to Morris Shelswell & Sons. FINANCIAL: The financial breakdown for snow removal services for three years is as follows (Note: prices are exclusive of HST) Administration Centre $16,150 OPP Horseshoe Valley $ 3,900 Oro - Medonte Community Centre $15,240 Rugby Fire Hall $ 3,980 Shanty Bay Fire Hall $ 4,350 Hawkestone Fire Hall $ 5,050 Moonstone Fire Hall $ 7,500 Warminster Fire Hall $ 5,970 Horseshoe Valley Fire Hall $ 8,925 Bayview Memorial Park $ 4,500 Shelswell Park $ 3,300 Sweetwater Park $ 3,300 Lohuaru Trail $ 2,700 Horseshoe Valley Memorial Park $ 3,300 Carley Community Hall $ 2,025 Eady Community Hall $ 2,970 Edgar Community Hall $ 2,250 Hawkestone Community Hall $ 2,700 Jarratt Community Hall $ 2,970 The tender contract prices are manageable within the current base budget allocations. However, adding the community halls would necessitate an increase of approximately $5,000 per year (Approx. $1,000 /year per hall). Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 7 of 8 Page 65 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... POLICIES /LEGISLATION: Purchasing By -Law 2004 -112 CONSULTATIONS: Director, Fire and Emergency Services ATTACHMENTS: Tender RC2013 -T -03 CONCLUSION: Tender RC2013 -T -03 provides the most cost effective solution for snow removal and winter grounds maintenance at Municipal Facilities and Parks. The proposed revisions to salting /sanding and the addition of the community halls will ensure a standard service level while minimizing the Township's risk exposure. The results are similar and in some cases lower to pricing from previous years despite adding a requirement for salting /sanding and will not cause a variation to existing base budget allocations. The addition of the community halls will require additional annual base budget funding of approximately $5,000 per year. It is recommended that the contracts for Tender RC2013 -T -03 be awarded to the lowest bidders as identified in report RC2013 -20. Respectfully submitted: Shawn Binns Director, Recreation and Community Services SMT Approval / Comments: I C.A.O. Approval / Comments: Recreation and Community Services September 25, 2013 Report No. RC2013 -20 Page 8 of 8 Page 66 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... T�tt�rt�ltrl� fs{ r P1,111d Herilacr, EwilifFt t•`girme CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE TENDER FOR FACILITIES AND PARKS SNOW REMOVAL FOR THE 2013 -2014, 2014 -2015, AND 2015 -2016 SEASONS TENDER CONTRACT# RC2013 -T -03 INSTRUCTIONS TO BIDDERS 1.0 Tenders Sealed Tenders marked Tender RC2013 -T -03 addressed to Shawn Binns, Director, Community Services 148 Line 7 South, Oro, ON will be received until 2:00pm local Time on Friday September 6, 2013. 2.0 Form of Tender Each tender shall contain the full name of the contractor or contractors submitting the tender and the signatures of the persons authorized to bind the corporation(s). Bids must be submitted on the tender forms provided. All items on the tender form must be completed. List of Forms Schedule A Agreement *Bidders may bid on ALL or PORTIONS of the works identified in Schedule "A" and the Township reserves the right to subdivide the work accordingly. 3.0 Scope The scope of the work involves the supply of the necessary labour, equipment and services to complete the Snow Removal Contract RC 2013 -T -03 for the 2013 - 2014, 2014 -2015 and 2015 -2016 seasons as per the attached Instructions to Bidders, General Conditions, and Specifications as directed by the Director, Recreation and Community Services and /or the Supervisor, Parks and Facility Operations. Page 67 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... 4.0 Severability The Township may elect to undertake the work in a different way for the following Schedule(s):Schedule "A" In doing so the Township may sever a schedule or schedules and the balance of the contract including conditions and specifications shall remain intact. As such it must be clearly understood that any or all of the work outlined in the schedules may not be awarded to the successful bidder and there will be no further compensation made to the contractor. *Bidders may bid on ALL or PORTIONS of the works identified in Schedule "A ". The Township reserves the right to sever the schedule and award the contract to the lowest bidder for each individual location at its sole discretion. 5.0 Examination of Site Each contractor must visit the site of the proposed work before submitting the tender and must be satisfied by personal examination as to the local conditions to be met while completing the specified work. The Contractor shall determine the difficulty of the areas to be encountered. The Contractor shall not claim at any time after submission of the tender that there was any misunderstanding of the terms and conditions of the contract relating to the site conditions. 6.0 Acceptances or Resections The Township reserves the right to reject any, or all bids, or to award the contract to other than the contractor submitting the lowest tender, as in its opinion may be for the best interest of the Township. Page 68 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... GENERAL CONDITIONS 1.0 Extent The Contractor shall be liable for all costs of doing the work outlined including labour, equipment and materials. 2.0 Indemnification a) The contractor shall indemnify and save harmless the Corporations their agents, directors, and employees from all actions, suits, claims, and demands whatsoever which may arise directly or indirectly by reason of a requirement of this Agreement, save and except for damage caused by the negligence of the Corporation or their employees. 3.0 Insurance 3.1 The Contractor shall at his expense obtain and keep in force, during the term of this Agreement, Comprehensive General Liability Insurance satisfactory to the Corporation, and including the following: a) A limit of liability of not less than $5,000,000; b) The Corporation of the Township of Oro - Medonte be named as additional insured; c) The policy shall contain a provision for cross liability in respect of the name insured; d) Non -owned automobile insurance coverage with a limit of at least $5,000,000 including contractual non -owned coverage; e) Completed operations coverage; f) That 30 days prior notice of any alteration, cancellation or lapse in policy shall be given in writing to the Corporation; g) Owner's protective coverage; 3.2 Automobile Insurance The Contractor shall obtain and keep in force for the duration of this contract; automobile insurance under a standard Automobile Policy with limits of not less than $2,000,000 in respect to each licensed vehicle. 3.3 Proof of Insurance The Contractor shall provide, together with its executed agreement a certificate (s) of insurance or certified copy (ies) of the above referred to policies, satisfactory to the Corporation, together with proof of renewal at least (30) days prior to expiry. Provided that if a certificate is provided, all requirements as above set forth must be shown on the said certificate and notwithstanding the provision Page 69 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... of any certificate, the Corporation may require the Contractor to provide a certified copy of the policy. 4.0 Workplace Safety and Insurance Board The Contractor shall provide a Clearance Certificate from the Workplace Safety and Insurance Board. The Contractor shall ensure the certificate is valid for the duration of this contract and provide the corporation with proof of renewed certificate prior at least (30) days prior to expiry. 5.0 Legislation Applicable The Contractor shall comply with all applicable Federal and Provincial legislation and regulations, including pertinent Township by -laws. 6.0 Health and Safety a) The Contractor shall agree to fulfill all of its obligations in compliance with the Occupational Health and Safety Act, and further agrees to take responsibility for any health and safety violation that may occur. Furthermore, if the Corporation (or any of its agents, officers, directors, or employees) shall be made a party to any charge under the Occupational Health and Safety Act in relation to any violation of the said Act arising out of this agreement, the Contractor shall indemnify and save harmless the Corporation from any and all charges, fines, penalties, and costs that may be incurred or paid by the Corporation. b)The operators must be fully trained, qualified and experienced. Regulations of the Ministry of the Environment and the Ministries of Health and Labour must be complied with. If any operator is not performing satisfactorily or operating the equipment safely, to the satisfaction of The Township of Oro - Medonte, The Township of Oro - Medonte shall have the right to have the equipment and the operator removed from the job site. 7.0 Fire Protection a)The contractor shall maintain adequate fire suppression on site, portable fire extinguishers etc. to the satisfaction of the Corporation. b)AII flammable materials are to be handled, stored, and disposed of according to relevant OHSA and WHMIS regulations and in manner that which does not create a fire hazard. 8.0 Traffic Protection The Contractor will supply adequate and competent persons to control traffic, as required, by regulations set by provincial legislation. Page 70 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... 9.0 Protection a) The contractor shall be responsible for any damage that may occur relative to the execution of all operations arising from this contract. Any damage done to the Township or surrounding property must be made good to the satisfaction of the Township. If applicable, any trees, shrubs, flowerbeds, walks, drives, etc shall be properly protected. b) Temporary safeguards and protection shall be provided to adequately guard against injuries to the public and property around and adjacent to the areas. c) The Contractor shall assume responsibility for all liability and costs associated to repair damages to public or private property arising from tender contract RC2013 -T -02. d) The contractor shall not leave any equipment on Township or Public property unattended at any time, unless such equipment is properly protected to the satisfaction of the Township. 10.0 Code of Conduct At all times, the employees of the contractor shall act in a civil, responsible, courteous and generally productive manner. There will be no allowances made for employees to offend or interfere or join in activities being carried on by Township staff or outside groups while they are being employed by the contractor, and such complaints, if received, will be referred to the contractor. The Township reserves the right to request that said employee be taken off the works by the contractor, and not so re- employed until satisfactory arrangements have been made to ensure that there is no repetition of the offending behaviour. 11.0 Accessibility Regulations for Contracted Services Contracted Employees, third party employees, agents and others that provide customer service on behalf of the Township of Oro - Medonte are legally responsible with the provisions outlined in Ontario Regulation 429/07 with respect to training. The Contractor shall ensure that such training includes, without limitation, a review of the purposes of the Act and requirements of the regulation, as well as instruction regarding all matters set out in the regulation. By signing the Form of Tender, the contractor has agreed to be in full compliance with this regulation. Additionally the Contractor will review and acknowledge the Township Of Oro - Medonte policy for Accessible Customer Service. 12.0 Tender Deposit A certified cheque made payable to the Township of Oro - Medonte for 10% of the total annual tender price or optional to the tender deposit, a bidder may provide an irrevocable certified Letter of Credit/Performance Bond for 10% of the annual tender price. The Cheque or Letter of Credit / Performance Bond of unsuccessful Page 71 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... bidders will be returned within fourteen (14) days of Tender opening. The Cheque or Letter of Credit/Performance Bond of the successful bidder will be retained until the Municipality's acceptance of the work. 13.0 Add /Delete Area The Township reserves the right to add or delete areas from time to time as it deems necessary. 14.0 Bid Disqualification Tenders may be rejected for any of the following reasons: a) Bids received after the closing date; b) Bids received on other than the tender form supplied; c) Bids not complete in ink or by typewriter; d) Incomplete bids (all items not bid); e) Qualified or conditional bids; f) Bids not properly signed and sealed. *Each Bidder MUST complete the "Agreement" portion of the Tender as part of submission 15.0 Termination If, at the sole discretion of the Township there is a breach by the Contractor of any of the terms contained herein, The Township shall have the right to terminate the contract upon (15) days notice to the Contractor. The Township also reserves the right to terminate this contract at any time at its sole discretion upon (30) days notice to the contractor. Upon termination of the contract as aforesaid, the balance of the contract shall be forfeited. Where the Agreement is terminated in accordance with the foregoing, the Township shall be deemed free to enter into an Agreement with any other firms for the requirements called for in this Proposal. 16.0 Payment The successful contractor shall submit monthly invoices accompanied by activity logs outlining the dates, times, conditions and works undertaken, referencing accounting codes provided by the Township. Payment shall be made within 30 days from the time of the receipt of the invoice and activity log. Page 72 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... SPECIFICATIONS for Contract RC2013 -T -03 SCHEDULE "A" 1. a) FACILITIES - Snowfall, which has accumulated to two (2) inches or more in the parking and driveway areas and two (2) inches or more on all sidewalk areas, which include the front, side and back sidewalk areas and doors of all facilities, must be cleared by 7.00 a.m., seven (7) days a week. Sidewalk areas, where applicable, must be cleared by hand or snow blower. All sidewalk areas and entranceways must be salted, as required. If snow falls continually during the day, a second clearing of the snow shall be completed by 5:00 pm in all areas. In the event of continuous snowfall the Oro - Medonte Fire Halls shall be maintained to ensure that no more than 4" of snow has accumulated at any given time. In the event of freezing rain, or times of freezing and thawing, salt/sand mixture shall be supplied and spread uniformly on designated areas to prevent slipping. b)PARKS - Snowfall, which has accumulated to two (2) inches or more in the parking and driveway areas for all locations and two (2) inches or more on the pathways must be removed by 1 pm seven (7) days a week. Line 9 Boat Launch and Memorial Park must be cleared by 7:00am. Salt/Sand In the event of freezing rain, or times of freezing and thawing, a salt/sand mixture shall be supplied and spread uniformly on specified areas to prevent slipping. 2. In the event that snow builds up excessively in areas where piled, the successful contractor will be required to remove it at his own expense. All banks at the entrance to areas, to be cleared, must be kept at a height so as not to obstruct view of traffic using main roads or entranceways. 3. The period of the contract shall be generally from November 1 to April 15th of each season. 4. A list of equipment used for snow removal must be attached and submitted with completed tender identifying the equipment to be used on each site. Page 73 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... CONTRACT NO. RC2013 -T -03 PARKS AND FACILITY SNOW REMOVAL G.S.T. NO. Me the undersigned, have carefully examined the locality of the site of the proposed works, hereby agree to furnish all labour, materials, equipment and services necessary to complete the work for the 2013 -2014, 2014 -2015, and 2015 -2016 Seasons, in accordance with the attached Instructions to Bidders, General Conditions and Specifications for the Prices outlined in Form of Tender and Schedule "A" Signed at the County of Signature of Contractor or Witnesses and Position Held Name and Telephone No. of Person To be Contacted of this day of Signature of the Corporation Seal of Corporation in the 2013. Page 74 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... AGREEMENT - TOWNSHIP OF ORO- MEDONTE This Agreement made, in duplicate, this day of BETWEEN of the in the District or County of and the Province of Ontario; Hereinafter called the "Contractor" THE PARTY OF THE FIRST PART -and- 2093. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Hereinafter called the "Municipality" THE PARTY OF THE SECOND PART WITNESSETH that the Party of the First Part, for and in consideration of the payment or payments specified in the tender for this work, hereby agrees to furnish all necessary machinery, tools, equipment, supplies, labour and other means of construction, and to the satisfaction of the Public Works Superintendent or his Representative, to do all the work as specified and to complete such works in strict accordance with the plans, specifications and tender thereof, which are identified and acknowledged in the schedule of provisions, plans and specifications and conditions attached to the tender, and all of which are to be read herewith and form part of this present Agreement as fully and completely to all intents and purposes as though all the stipulations hereof have been embodied herein. Page 75 of 417 10.f) Report No. RC2013 -20, Shawn Binns, Director of Recreat... The Contractor further agrees that he will deliver the whole of the works, completed in accordance with this Agreement in a timely manner, of each year. The Contractor agrees that such monies may be deducted from any monies due the Contractor on any account whatsoever. IN CONSIDERATION WHEREOF said Party of the Second Part agrees to pay to the Contractor for all work performed, the fixed price on the tender. This Agreement shall ensure to the benefit of and be binding upon the heirs, executors, administrators and assigns of the parties hereto. IN WITNESSES WHEREOF the Contractor and the Township of Oro- Medonte have hereunto signed their names and set their seals on the day first above written. Signature of Contractor, or Signature of the Clerk Signature of the Mayor with Seal Zo Signature of Corporation Seal of Corporation Page 76 of 417 10.g) Report No. CS2013 -18, Doug Irwin, Director of Corporat... Township of REPORT Proud Heritage, Exciting Future Report No. CS2013 -18 To: Council Prepared By: Harold Daynard Meeting Date: September 25, 2013 Subject: Microsoft Licensing Motion # Roll #: R.M.S. File #: RECOMMENDATION(S): Requires Action For Information Only It is recommended that: 1. Report No. CS2013 -18 be received and adopted. 2. And that staff be authorized to enter into a 3 year Enterprise Agreement with Microsoft, as outlined in Report No.CS2013 -18. BACKGROUND: The Township of Oro - Medonte signed an "Enterprise Agreement" with Microsoft on October 18th, 2010. This agreement moved the Township from the previous Select Agreement to the Enterprise Agreement. The Township's existing 3 year licensing and software assurance enterprise agreement with Microsoft has expired. The Enterprise Agreement was chosen as a replacement providing a standardization of the number of licenses for Microsoft Office, Mailbox, and Operating System. The Enterprise solution provided the Township with immediate access to the standardized number of licenses, while paying for the additional licenses required for compliance. The Enterprise Agreement chosen provided the following: • Largest discount on licenses • Ensured immediate compliance • Additional Office, mailbox and file access licenses to address immediate and future growth • All users and devices have been able to access core Microsoft products while being compliant • Standardization of core products, including Operating Systems DEPARTMENT September 25, 2013 Report No. CS2013 -18 Page 1 of 3 Page 77 of 417 10.g) Report No. CS2013 -18, Doug Irwin, Director of Corporat... Included 6 days of Microsoft training vouchers valued at $3,000.00, and additional training through a Training Portal valued at $5,000.00, to be utilized during the agreement New licenses purchased were spread out over the three year agreement. This would mean the Township of Oro - Medonte would own those licenses and only pay the software assurance fee (the yearly cost for support and updated versions) for those new licenses on any new agreements. ANALYSIS: Staff has been in contact with the Township Microsoft Representative and have investigated the pricing and options for the Microsoft Agreement renewal. In reviewing agreement options and alternatives the Enterprise Level Agreement pricing still provides the best pricing for Microsoft products. The Enterprise Level will continue to provide the benefits received over the first three year agreement. The 2010 Report No. CS2010 -26 projected an agreement for years 2013 to 2015 would cost in the order of $16,100 annually. The current enterprise level pricing has determined that the actual annual cost will be $24,074 annually. The following are the reasons the pricing has increased. • Estimates in 2010 could not account for number of new product versions and changes in features and licensing scenarios • Microsoft has had price increases on individual product including Office, Windows, Core Cal, Server, and Exchange multiple times over the three years • Discount programs available in 2010 are no longer provided in 2013 It is recommended that the Township enter into a 3 year Enterprise Agreement. The Township will continue to enjoy the following benefits from the previous agreement. • Software assurance • Software licensing of core Microsoft products complimenting the hardware lifecycles adopted by Council • Standardization of core Microsoft products • Standardization of current Operating Systems to optimize hardware potential • Standardized software setup • Ensured compliance, for core Microsoft products, avoiding costly Microsoft compliance audits • Flexibility in rolling out temporary devices and users while maintaining compliance with licensing • Compatibility across Township devices and users • Microsoft Training comparable to the previous agreement DEPARTMENT Report No. CS2013 -18 September 25, 2013 Page 2 of 3 Page 78 of 417 10.g) Report No. CS2013 -18, Doug Irwin, Director of Corporat... FINANCIAL / LEGAL IMPLICATIONS / RISK MANAGEMENT: The 2013 budget allocation was estimated at 2012 rates. POLICIES /LEGISLATION: Not Applicable CORPORATE STRATEGIC GOALS: Service Excellence Employer of Choice CONSULTATIONS: Director Corporate Services /Clerk ATTACHMENTS: None CONCLUSION: It is recommended that the Township of Oro - Medonte enter into a new 3 year Enterprise Agreement with Microsoft. Respectfully submitted: Harold Daynard Manager of Information Technology DEPARTMENT September 25, 2013 Report No. CS2013 -18 Page 3 of 3 Page 79 of 417 11.a) Mayor H.S. Hughes, correspondence dated September 9, 2... From: Les Kirsh [ mailto: leskirsh (abharrisandoartners.com] Sent: Monday, September 09, 2013 4:53 PM To: Rob Baldwin Cc: Evans, Dwight; Dunn, Robin; Jocelyn Lee; Mike Walters; Hughes, Harry; Gayle Wood Subject: RE: Margolian Property Rob, now that yet another deadline (what is this? ... about the 7th missed deadline or thereabouts ?) has come and gone and the Margolians' various by -law violations span over 4 years, can you please advise what the next steps are? Obviously the LSRCA efforts to arrive at a "successful resolution of the matter with the owners" have so far as I know failed in their entirety. Is it only the most egregious of violations that actually wind up in court with the LSRCA pressing charges? Admittedly, I'm somewhat confused your comment that "The LSRCA has no legal ability to force anyone to comply other than to proceed through a court process which on average lasts 2 -3 years depending on court availability" It would appear to me that short of wantonly pouring toxic substances into Lake Simcoe, no one gets charged and it's open season on the shoreline. Perhaps this is too strong of a statement however given that the Margolian's have basically laughed at and ignored everything that you've requested that they do to remedy the violations and comply, I'm not sure how one could conclude otherwise. Comments please? Yours truly, HARRIS & PARTNERS, LLP Per Leslie I. Kirsh, CPA, CA, B. Com, TEP Harris & Partners, LLP 8920 Woodbine Avenue, Suite 300 Markham, Ontario L3R 9W9 P: 905.477.0363 T: 877.401.8004 F: 905.477.3735 W: harrisand partners. com From: Rob Baldwin [ mailto:R.Baldwin(cilsrca.on.ca] Sent: Wednesday, August 28, 2013 3:46 PM To: Les Kirsh Cc: dwight.evans(cloro- medonte.ca; Robin Dunn (Oro Medonte); Jocelyn Lee; Mike Walters; Mayor Harry Hughes (Oro - Medonte); Gayle Wood Subject: Margolian Property Good Afternoon Mr. Kirsh Thank you for your voice mail. I am discouraged to hear that no work has taken place to date. The permit in place for the work expires on August 31St. That date is fast approaching. I will try to contact the landowner and contractor in this regards. Page 80 of 417 11.a) Mayor H.S. Hughes, correspondence dated September 9, 2... If no work is not completed the Authority will have to consider other options. The LSRCA has no legal ability to force anyone to comply other than to proceed through a court process which on average lasts 2 -3 years depending on court availability. We will continue to try to resolve the matter. Thanks, Rob Rob Baldwin Director - Planning and Development Services Lake Simcoe Region LSRCA 120 Bayview Parkway, Box 282, Newmarket, Ontario L3Y 4X1 conservation authority 905.895.1281 x 248 11.800.465.0437 1 r.baldwin @LSRCA.on.ca I http: / /www.LSRCA.on.ca The information in this message (including attachments) is directed in confidence solely to the person(s) named above and may not be otherwise distributed, copied or disclosed. The message may contain information that is privileged, confidential and exempt from disclosure under the Municipal Freedom of Information and Protection of Privacy Act and by the Personal Information Protection Electronic Documents Act. If you have received this message in error, please notify the sender immediately and delete the message without making a copy. Thank you. Page 81 of 417 12.a) Announcements of Interest to the Public:Huronia Nurse ... Huronia Nurse Practitioner -Led Clinic NOW ACCEPTING PATIENTS The Huronia Nurse Practitioner -Led Clinic provides primary health care services and preventive care to people of all ages. Whether you need to have a complete physical or need to visit us with a minor illness or to manage a chronic or complex illness, the clinic is here for you or your family. Call the clinic directly to begin the registration process at 705 - 835 -7545 or visit our website at www.huronianplc.ca for more information. • r We are located in Horseshoe Valley, Oro - Medonte 3331 Line 4 North, RR. #1 Shanty Bay, ON LOL 2L0 c . Page 82 of 417 12.a) Announcements of Interest to the Public:Huronia Nurse ... Notice of Public Open House Topic: Updated Regulation Mapping Location: NVCA Administration Office Melanethon Tiffin Centre for Conservation, 8195 8th Line Utopia, ON Date: Thursday, October 10th, 2013 Times: drop -in sessions from 1 -4 p.m. & 6 -9 p.m. rssa Landowners, business owners, realtors, developers Innisfil and all members of the public in the Melanethon Nottawasaga Valley watershed are urged to learn more Springwater about updates to regulation mapping Member following: Municipalities UTOPIA, Ontario, September 19, 2013 - Members of the public are invited to attend an open house hosted by the Nottawasaga Valley Conservation Adjala- Tosorontlo Authority (NVCA) to learn about updates that have been made the NVCA's Amaranth regulatory maps. Barrie The open house will allow members of the public to view and provide The Blue Mountains comments on the updated mapping, as well as to learn about the areas Bradford- WestGwillimbury regulated by the NVCA, and to find out more about activities within those Grey areas that require written approval from the NVCA. Staff members will be able Clearview to look up your property and advise you if any regulations apply to all or parts Collingwood of your property. rssa What's changed? Innisfil The regulation (the Development, Interference with Wetlands and Alteration Melanethon to Shore lines and Watercourses Regulation) remains the same, but the NVCA Springwater has updated the maps showing where the regulations apply based on the Mono following: Mulmur • site - specific technical studies • refined floodplain models NewTecumsetn . refined wetland mapping Oro- Medonte 0 refined watercourse mapping Grey Highlands To find out how these mapping updates may affect you: Shelburne • visit www.nvca.on.ca to look up your property on the Interactive Map Springwater • attend an Open House at the Tiffin Centre in Essa on October 10 between 1 -4 and 6 -9 p.m. to discuss your property with NVCA staff Wasaga Beach . contact the NVCA at 705 - 424 -1479 and speak to Barb Perreault (ext.245 or bperreault @nvca.on.ca) or Watershed Tina DesRoches (ext.241 or tdesroches @nvca.on.ca) Counties to ask a question, make a comment or request a consultation Sirnme The Nottawasaga Valley Conservation Authority is a public agency dedicated to the preservation of a healthy environment through specialized programs to °nffer1° protect, conserve and enhance our water, wetlands, forests and lands. Grey Media contact: Caleigh Clubine, Communications & PR Coordinator Member of 705- 424 -1479 ext.254 cclubine @nvca.on.ca C% Conserving our Healthy Waters NOTTAWASAGA VALLEY CONSERVATION AUTHORITY Centre for Conservation Conservation John Mix Conservation Administration Centre v Tiffin Conservation Area $195 8th Line ; Utopia, On LOM 1 TO ONTARIO Telephone: 705.424.1479 Fax: 705.424.2115 3 Web: www.nvca -on.ca - Email: adminLTnvra_on -Ca Page 83 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... NOTTAWASAGA VALLEY CONSERVATION AUTHORITY BOARD OF DIRECTORS 05/13 n Minutes ,r Date: Friday June 28, 2013 PRESENT: Chair: Nina Bifolchi Town of Wasaga Beach Vice Chair: Darren White Township of Melancthon Past Chair: Walter Benotto Town of Shelburne Members: Gail Ardiel Town of the Blue Mountains Mary Brett Township of Adjala - Tosorontio Mel Coutanche Township of Oro - Medonte Daniel Davidson Town of Innisfil Mike Edwards Town of Collingwood Earl Hawkins Township of Mulmur Donna Jebb Town of New Tecumseth Arif Khan City of Barrie Rob Keffer Township of Bradford West Gwillimbury Kevin Lloyd Town of Collingwood Bob Marrs Town of New Tecumseth Paul McQueen Municipality of Grey Highlands Fred Nix Town of Mono Perry Ritchie Township of Springwater Alicia Savage Township of Clearview Michael Smith Township of Essa Percy Way Township of Amaranth Rick Webster Township of Springwater Keith White Township of Essa REGRETS Daniel Davidson Town of Innisfil Kevin Lloyd Town of Collingwood Brent Preston Township of Clearview George Watson Town of Wasaga Beach Guests: Karen Wianecki, Planning Solutions Inc. Janice Dusek, J Dusek Associates Staff: Wayne R. Wilson, CAO /Secretary Treasurer, Sheryl Flannagan, Director of Corporate Services, Caleigh Clubine, Communications /PR Coordinator, Byron Wesson, Director Land Operations & Stewardship Services, Rick Grillmayer, Forestry Program Coordinator, Chris Hibberd, Director of Planning, Glenn Switzer, Director of Engineering and Technical Services, Tina Desroches, Manager of GIS & IT. Ryan Post, Hydrogeologist /Source Protection Coordinator Recorder: Laurie Barron, Executive Assistant Page 84 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 2 of 10 1. CALL TO ORDER Chair Bifolchi called the meeting to order at 9:00 a.m. ANNOUNCEMENT Chair Bifolchi welcomed Donna Jebb, Councillor with the Town of New Tecumseth to the NVCA Board of Directors. 2. MOTION TO ADOPT AGENDA RES: #1 MOVED BY: Donna Jebb SECONDED BY: Bob Marrs RESOLVED THAT: The Agenda for Board of Directors Meeting #05/13 dated 28, June, 2013 be adopted. Carried; 3. PECUNIARY INTEREST DECLARATION None declared 4. MINUTES 4.1 Minutes of the Board of Directors Meeting 04/13 dated 26 April, 2013 (Future meeting date to read June 28/13) RES: #2 MOVED BY: Donna Jebb SECONDED BY: Bob Marrs RESOLVED THAT: the Minutes of the Board of Directors Meeting 04/13 dated 26 April, 2013 be approved as amended. Carried; 4.2 Draft Minutes of the Nottawasaga Valley Source Protection Authority Meeting 01/13 dated 26 April, 2013 RES: #3 MOVED BY: Fred Nix SECONDED BY: Bob Marrs RESOLVED THAT: the Draft Minutes of the Nottawasaga Valley Source Protection Authority 01/13 dated 26 April, 2013 be received. Carried; 4.3 Draft Minutes of the Planning Fee Ad -Hoc Committee Meeting 04/13 dated 26 April, 2013 RES: #4 MOVED BY: Bob Marrs SECONDED BY: Fred Nix RESOLVED THAT: the Draft Minutes of the Planning Fee Ad -Hoc Committee Meeting 04/13 dated 26 April, 2013 be received. Carried; S. BUSINESS ARISING FROM MINUTES None noted Page 85 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05113 June 28, 2013 Page 3 of 10 6. NVCA STRATEGIC PLAN UPDATE RES: #5 MOVED BY: Fred Nix SECONDED BY: Donna Jebb RESOLVED THAT: the Board of Directors receive the Draft Strategic Plan dated June 17th 2013 for information; and THAT: the Strategic Plan Committee be directed to receive additional input on the current draft Plan from interested stakeholders, including representatives from the Simcoe County Federation of Agriculture; and THAT: the Strategic Plan Committee, after considering input received, provide the Board of Directors with a Final Strategic Plan for consideration at the August 30/13 Board meeting. Carried; 7. PRESENTATION OF THE DRAFT NVCA STRATEGIC PLAN Karen Wianecki, Planning Solutions The Board of Directors were advised that Version 7 of the Strategic Plan has incorporated all of the comments received from stakeholders to date. In discussion with the agricultural community, K. Wianecki advised that they would like to be more involved with the NVCA. They would like to have increased communications regarding permits, development applications and fees for service. The Strategic Plan Committee has invited representatives from the agricultural community to attend a July 29/13 meeting of the Strategic Plan Committee where they will have an opportunity to discuss their concerns. Further discussion ensued. Board members were asked to send along their comments on the final draft to the Srategic Plan Committee. The final document will be presented to the Board on August 30/13 S. REPORT OF THE DIRECTOR OF LAND OPERATIONS AND STEWARDSHIP SERVICES 8.1 Procyon Wildlife lease renewal and capital project repairs Discussion regarding leaving the property vacant and costing out the demolition of the building concluded that the property will be better maintained and experience less vandalism if it is occupied. Page 86 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05113 June 28, 2013 Page 4 of 10 RES: #6 MOVED BY: Rob Keffer SECONDED BY: Alicia Savage RESOLVED THAT: the Board of Directors approve a revised lease renewal with Procyon Wildlife for the Beeton Creek property for a 5 year term at $257.50 per month for 2013 with an annual increase of 3% per year plus H ST. Carried; RES: #7 MOVED BY: Rob Keffer SECONDED BY: Alicia Savage RESOLVED THAT: the Board of Directors approve $14,000 in Capital project repairs, including road safety improvements and basement window replacement using the existing Beeton Creek property reserve amounts of $8,700 with a balance owing of $5,300 being paid off through monthly lease payments ending the first quarter of 2015. Carried; REPORT OF THE FORESTRY PROGRAM COORDINATOR 8.2 2014 Tree Planting Fee Schedule RES: #8 MOVED BY: Alicia Savage SECONDED BY: Rob Keffer RESOLVED THAT: the Board supports the proposed 2014 Tree Planting Fee Schedule and that staff incorporate the new Fee Schedule into the 2014 Budget and Business Plan. Carried; 9. REPORT OF THE DIRECTOR OF PLANNING 9.1 PERMITS FOR RATIFICATION FROM April 18, 2013 to RES: #9 MOVED BY: Michael Smith SECONDED BY: Alicia Savage RESOLVED THAT: the permits for ratification issued by staff for the period April 18, 2013 to June 17, 2013 be received. Carried; 9.2 NVCA PLANNING AND DEVELOPMENT FEE SCHEDULE AD HOC COMMITTEE RES: #10 MOVED BY: Walter Benotto SECONDED BY: Percy Way RESOLVED THAT: the Planning and Development Fee Schedule Ad -Hoc Committee term be extended; and THAT: staff bring a report on the results of the committee's work to the October 25, 2013 Board of Directors meeting. Carried; Page 87 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 5 of 10 10. REPORT OF THE DIRECTOR OF ENGIEERING AND TECHNICAL SERVICES AND THE HYDROGEOLOGIST /SOURCE PROTECTION COORDINATOR 10.1 A BUSINESS CASE FOR THE DEVELOPMENT OF A RISK MANAGEMENT PROGRAM AT THE NVCA The Board of Directors requested the motion be amended to read: Amended motion RES: #11 MOVED BY: Percy Way SECONDED BY: Walter Benotto RESOLVED THAT: the staff report entitled "A Business Case for Development of a Risk Management Program at the NVCA" dated June 28/13 be received; and FURTHER THAT: the NVCA Board of Directors endorses staff participation in the negotiating and development of agreements with our local Municipalities for the delivery of Risk Management Official services, utilizing a full cost recovery principle; and THAT staff be directed to bring back a report on how many municipalities will participate and what the cost to those municipalities will be by the September meeting of the Board of Directors. Defeated; The Original Motion was then reread: RES: #11 MOVED BY: Percy Way SECONDED BY: Walter Benotto RESOLVED THAT: the staff report entitled "A Business Case for Development of a Risk Management Program at the NVCA" dated June 28/13 be received; and FURTHER THAT: the NVCA Board of Directors endorses staff participation in the negotiating and development of agreements with our local Municipalities for the delivery of Risk Management Official services, utilizing a full cost recovery principle; and THAT staff be directed to present the draft agreement to the Board of Directors for review and approval In Favour - 13, Opposed - 7 Carried; Page 88 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 6 of 10 REPORT OF THE DIRECTOR OF ENGINEERING AND TECHNICAL SERVICES AND THE MANAGER OF GIS AND IT. 11.2 REGULATION MAPPING UPDATE Tina Desroches, Manager of GIS and IT provided a demonstration of the digital mapping. RES: #12 MOVED BY: Perry Ritchie SECONDED BY: Percy Way RESOLVED THAT: the staff report be received and the Board of Directors endorse the proposed "next steps" including: posting the revised regulations maps for public and Municipal review, hosting a public open house, and meeting with interested parties and municipalities, to facilitate communications and refinement of the minor revisions to the regulations mapping; and THAT: a final version of the mapping will be presented for Board endorsement at the October 25, 2013 meeting, Carried; REPORT OF THE DIRECTOR OF ENGINEERING AND THE WATER RESOURCE ENGINEER /FLOOD PROGRAM COORDINATOR 11.3 PRETTY RIVER DYKE EROSION CONTROL WORKS, SUMMER 2013 RES: #13 MOVED BY: Mel Coutanche SECONDED BY: Rick Webster WHEREAS: the NVCA has applied for matching funding under the Ministry of Natural Resources WECI program to repair erosion on the Pretty River dyke; and WHEREAS: the NVCA has included $15,000 in capital funding in the 2013 NVCA budget as matching funding for the WECI program; therefore BE IT RESOLVED: that the NVCA Board of Directors would support the use of up to $15,000 capital funding towards the Pretty River dyke repairs this year should the WECI funding not be secured; and FURTHER THAT: NVCA staff proceed with the project on the basis of the low quote. Carried; Page 89 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 7 of 10 12. REPORT OF THE DIRECTOR OF CORPORATE SERVICES AND THE COMMUNICATIONS PROGRAM COORDINATOR 12.1 COMMUNICATIONS REPORT — APRIL AND MAY, 2013 RES: #14 MOVED BY: Rick Webster SECONDED BY: Mel Coutanche RESOLVED THAT: The Communications report for April and May 2013 be received. Carried; 12.2 2014 International Plowing Match RES: #15 MOVED BY: Mel Coutanche SECONDED BY: Rick Webster RESOLVED THAT: The Board of Directors endorse the NVCA's participation in the 2014 International Plowing Match (IPM); and THAT: the Board endorse the creation of an IPM ad -hoc committee including the participation of at least two board members along with staff from all relevant programs to coordinate and plan the NVCA's contribution to the event; and THAT: the following board members have agreed to participate on the IPM Ad -hoc Committee : Michael Smith, Donna Jebb; and FURTHER THAT: the IPM ad -hoc committee prepare for the September 27/13 board meeting a report outlining the recommended NVCA IPM involvement with an associated 2014 budget request. Carried; 13. REPORT OF THE DIRECTOR OF CORPORATE SERVCIES 13.1 CUSTOMER SERVICE CHARTER AND SURVEYS RES: #16 MOVED BY: Rick Webster SECONDED BY: Mel Coutanche RESOLVED THAT: The Board of Directors endorse the Customer Service Charter dated June 28, 2013; and THAT: staff are directed to use the Charter as a basis for developing a Customer Service Strategy to be presented at the August 30/13 board meeting; and THAT: the Customer Feedback Form and Planning Client Surveys dated June 28, 2013 be approved for use. Carried; Page 90 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 8 of 10 13.2 ADMINISTRATION REPORT — NEW AND UPDATED NVCA POLICIES AND PROCEDURES RES: #17 MOVED BY: Percy Way SECONDED BY: Walter Benotto RESOLVED THAT: the • Information Technology • Confidentiality of Employee Files • Training Professional Development and Continuing Education • Jury Duty and Witness Appearance • Hours of Work • Maternity and Parental Leave Policies and Procedures • Vacation Entitlement • Employee Expenses Policies and Procedures dated June 28 2013, be approved by the Board of Directors effective June 28, 2013. Carried; 14. REPORT OF THE FINANCE ADMINISTRATIVE COORDINATOR AND THE CAO /SECRETARY- TREASURER Financial Activity Report Summary to April 30, 2013 a) Accounts Receivable Summary as at April 30, 2013 RES: #18 MOVED BY: Walter Benotto SECONDED BY: Percy Way RESOLVED THAT: The Chair be authorized to approve the Accounts Receivable as at 30 April, 2013 in the amount of $2,223,644.34 including Planning items of $513,383.00 Carried; b) Summary of Disbursements for the month of April, 2013 RES: #19 MOVED BY: Percy Way SECONDED BY: Walter Benotto RESOLVED THAT: The Chair be authorized to approve disbursements as at April 30, 2013 in the sum of $330,890.26 including wages (net of withholdings) of $113,719.67 Carried; c) Statement of Operations for Period Ending 30 April, 2013 RES: #20 MOVED BY: Walter Benotto SECONDED BY: Percy Way RESOLVED THAT: The Unaudited Combined Statement of Operations Program Summary as at 30 April, 2013 be received. Carried; Page 91 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 9 of 10 Financial Activity Report Summary to May 31, 2013 a) Accounts Receivable Summary as at May 31, 2013 RES: #21 MOVED BY: Perry Ritchie SECONDED BY: Walter Benotto RESOLVED THAT: The Chair be authorized to approve the Accounts Receivable as at 31 May, 2013 in the amount of $1,595,892.08 including Planning items of $459,983. Carried; b) Summary of Disbursements for the month of May, 2013 RES: #22 MOVED BY: Walter Benotto SECONDED BY: Perry Ritchie RESOLVED THAT: The Chair be authorized to approve disbursements as at May 31, 2013 in the sum of $334,013.07 including wages (net of withholdings) of $108,235.61 Carried; c) Statement of Operations for Period Ending 31 May, 2013 RES: #23 MOVED BY: Perry Ritchie SECONDED BY: Walter Benotto RESOLVED THAT: The Unaudited Combined Statement of Operations Program Summary as at 31, May, 2013 be received. Carried; 14. REPORT OF THE CAO /SECRETARY TREASURER AND THE DIRECTOR OF CORPORATE SERVICES 14.1 2013 FIVE MONTH BUDGET REPORT RES: #24 MOVED BY: Paul McQueen SECONDED BY: Walter Benotto RESOLVED THAT: the NVCA Board receive for information the 2013 five month budget report; and THAT: the Board of Directors approve the budget changes to Department 460, Source Water Protection Program; and FURTHER THAT: staff continue to monitor budget activities, and prepare a third quarter budget status report. Carried; 15. CORRESPONDENCE (a) Letter from the Honourable Kathleen Wynne, Premier to Chair Nina Bifolchi dated April 29/13 re: acknowledging NVCA supporting the federal Private Members Motion (M -400) regarding the establishment of an incentive program for private on -site wastewater treatment systems. Page 92 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... BOARD OF DIRECTORS MINUTES No: 05/13 June 28, 2013 Page 10 of 10 (b) Letter from the Angus Ratepayers Association dated April 22/13 re: Greenland Study and regulation mapping, Essa Township Council and the NVCA. (c) NVCA Chair Bifolchi letter dated May 7, 2013 to Angus Ratepayers Association (ARA) in response to April 22/13 letter from ARA. (d) Conservation Ontario letter to Deputy Minister, Fisheries and Oceans Canada dated May 15/13 re: Conservation Authority engagement to support conservation of fish habitat. (e) Ontario Municipal Board decision dated May 23, 2013 re: request for increase in per diem and mileage rate for NVCA Board Members. (f) NVCA Senior Planner letter to Brad Sokach, Director of Planning and Development, Township of Springwater dated May 29/13 re: Class Environmental Assessment (Phase 3 and 4) Water, Wastewater and Transportation Infrastructure Midhurst (Township of Springwater). (g) Ministry of Natural Resources Deputy Minister letter to Chair Bifolchi dated June 13/13 re: update on herbicide 2,4,5 -T investigation. (h) Email dated June 21/13 to W. Wilson, CAO /Secretary- Treasurer, Chair Bifolchi and Board of Directors from D. Berube re: Citizen's concerns regarding the Coldwater River and associated water courses on property known as 99 Mt. St. Louis Road East, Township of Oro - Medonte. RES: #25 MOVED BY: Walter Benotto SECONDED BY: Paul McQueen RESOLVED THAT: Correspondence not specifically dealt with be placed on file. Planning Ad -Hoc Committee Meeting 12:00 noon to 2:30 p.m. (working lunch) John L. Jose Learning Centre, Tiffin CA Board of Directors — August 30/13 9:00 a.m. to 12:00 noon John L. Jose Learning Centre, Tiffin CA RES: #26 MOVED BY: Paul McQueen SECONDED BY: Walter Benotto RESOLVED THAT: This meeting adjourn at 11:55 to meet again at the call of the Chair. Page 93 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... AAg4 `9f x Nottawasaga Valley Conservation Authority o' ys' sriox R`o� HIGHLIGHTS of the NVCA BOARD OF DIRECTORS MEETINGS - No. 07/13 - Aug. 30, 2013 NVCA ASSISTS ESSA, SIMCOE COUNTY WITH OFFICIAL PLAN AMENDMENT The NVCA provided input to the Township of Essa on an amendment to their Official Plan that would change the municipal designation on a specific piece of land from "Commercial Recreation" to "Institutional ". The amendment is intended to ensure that future development applications for the property take into consideration floodplain and erosion hazards, while allowing the existing institutional structures to continue to operate. It also gives the opportunity for existing permanent residences to seek consent or condominium application, if environmental and hazard issues are not aggravated and if servicing meets current standards. The County, the Township and the NVCA worked with the applicant on a satisfactory settlement, which was presented to the Ontario Municipal Board on August 6, 2013. Counsel for the County and Township suggested the NVCA also sign the agreement as a symbolic gesture, as the NVCA played a strong role in ensuring hazard and environmental policies were adhered to. The NVCA Board of Directors received Essa OP Amendment 14 at the August 30 meeting and directed the CAO to sign the OMB settlement agreement. AGRICULTURAL ORGANIZATIONS REQUEST GREATER VOICE The NVCA Board received written and in- person deputations from members of agricultural organizations including the Simcoe County Federation of Agriculture with regards to the role of the NVCA in agricultural matters, and establishing more regular and effective communication between the Conservation Authority and the agricultural community. Representatives of these groups will be meeting with the NVCA in September to determine the parameters for establishing an ongoing forum to discuss policy and decision making at the NVCA. NVCA TO COMMENCE PHASE 2 OF DROUGHT MANAGEMENT PROJECT In July 2013, the NVCA received a request from the Ministry of Natural Resources (MNR) to enter into an agreement to undertake Phase 2 of the Drought Management Pilot Project on Innisfil Creek. The total project budget would be $300,000, with $30,000 to be used to cover NVCA project management costs. This phase of the project will run from August 2013 to March 2014, and the results will be used by the NVCA and the Province to support the Ontario Low Water Response program, including developing a drought management strategy for the Innisfil Creek subwatershed. Due to an August 2 deadline to commit to the project, the request was presented to members of the NVCA Board via e-mail. Board members responded electronically, approving the Authority's participation (17 in favour and 0 opposed). This was Page 94 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... reviewed at the August 30 meeting to confirm the Board's direction and enter the decision into public record. MNR AWARDS ADDITIONAL GROUNDWATER PROJECTS TO NVCA The Board voted to endorse the NVCA's participation in three additional groundwater projects as awarded by the Ministry of Natural Resources, and directed the CAO /Secretary- Treasurer to sign the agreements on behalf of the NVCA. The projects will be completely funded by MNR, including administration and a contract staff position. Two projects are related to groundwater as a drought indicator in support of the Ontario Low Water Response Program, and one project is related to determining the role of groundwater with regards to the endangered Hines Emerald Dragonfly in the Minesing Wetlands. UNIVERSITY OF GUELPH STUDENTS SUBMIT ENVIRONMENTAL RESEARCH Each year, the University of Guelph's senior Environmental Sciences students examine a real -world environmental problem in order to obtain realistic research experience. This presents a unique opportunity for organizations like the NVCA - which endeavour to work with the best science possible but lack the funds to commission research - to work with the University to gain access to original research to help guide their environmental work. The NVCA submitted five research project proposals to the program, and three were chosen to be worked on in the 2012 -2013 school year. Over eight months, teams of students conducted comprehensive background research, visited sites to collect field data and analyzed existing collected data. At the end of the projects, the teams communicated their results orally, by report and by poster. These reports were presented to the Board and posted on the NVCA website. BOARD APPROVES PERMIT APPLICATION FOR DEVELOPMENT, WITH CONDITIONS The NVCA Board of Directors sat as a Hearing Board to consider an application submitted by Mr. Larry Smilsky for permission to construct a single family dwelling in the Town of New Tecumseth. The Board heard evidence regarding the development application, presented by NVCA technical staff and the applicant. After careful consideration and deliberation, the Board supported the proposal (11 in favour and 10 opposed). The Board provided the following direction: "That the Smilsky application be approved subject to a detailed site plan and permit application being submitted to the satisfaction of the NVCA." Mr. Smilsky and NVCA staff will discuss the required technical information to satisfy the direction of the NVCA Board in addressing flood related matters. NVCA staff will also consult with staff at the Town of New Tecumseth regarding this matter. 2 Page 95 of 417 12.b) Nottawasaga Valley Conservation Authority, minutes of ... Conservation Authorities work with member municipalities to ensure that development proceeds in a safe and environmentally sound manner. In regards to this application the NVCA will ensure that the proposed structure will be adequately protected from the flood hazards. For the full agenda including documents and reports, please visit our website: http: / /nvca.on.ca/ meetings /BoardofDirectors /Agendas/ Future meetinas and events: Board Meeting 08/13 - Sept.27, 2013 Festival at Fort Willow - Sept.14, 2013 For more information, please contact: Wayne Wilson, CAO /Secretary- Treasurer (705) 424 -1479 ext. 225 wwilson@nvca.on.ca Page 96 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING I SEP 16 2013 ORO- ME-DONTi E TOWNSHIP DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom PRESENT: U. Schmid, B. Desroches, V. Nihill, M. Pearce, Z. Pendlebury, B. Gorski, J. Swick, L. Campbell STAFF: G. Griffith, Recording Secretary, B. Molesworth, CEO ITEM 1. R 3 Call to Order J. Swick called the meeting to order at 7:00 PM. I Approval of the agenda Additions: 6. Reports of Board Committees 6.3 Policy Committee - Ronald McDonald 7. New Business 7.2 Advocacy 8. Information 8.2 Correspondence — Federation of Ontario Public Libraries Moved by: U. Schmid Seconded by: Z. Pendlebury That the agenda be approved, as amended. Approval of the minutes of the previous meeting J. Swick asked if there were any concerns or questions about the minutes. There being none, he asked for a motion of approval. Moved by: M. Pearce Seconded by: V. Nihill That the minutes of the Board meeting held on June 13, 2013 be approved. ACTION CARRIED CARRIED Page 97 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 2of8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 4. Business arising from the minutes 4.1 Budget 2014 B. Molesworth reported that he has not been able to obtain the final numbers that we need from the Town Office to input into the financial spreadsheet to produce a paper document for the Board to see. But three things are known: 1. Payroll increase of 2,7 %, 1 % of which was negotiated with the Town's unions and 1.7% due to Pay Equity adjustments. 2. Gas, Hydro & Insurance budget lines will all be increased by 5 %. 3. New saving in the Benefits area of $8,000.00 The saving in benefit costs will reduce what would have been an overall increase of 3.7% or $25,000.00, to around 2% or $17,000.00. B. Molesworth is meeting with the Town Treasurer and CAO on August 6t' and would like to take a motion from the Board asking for 2% based on the numbers as we know them now. Later in August we should have a clearer picture of the numbers. We do not present to Council until September. Z. Pendlebury stated that Pay Equity is the largest part of this increase and, as it is mandated provincially, there really isn't anything we can do about it. The Library's Pay Equity case should be taken into consideration. Her understanding is that budgets will be looked at on a case by case basis. The Library has met Council's budget requirements for the last two years, unlike some departments. J. Swick asked for a motion. Moved by: L. Campbell Seconded by: Z. Pendlebury That the Board directs Bill Molesworth to present a first draft Budget that will include the several projected increases, as discussed at the meeting of July 11, 2013, for review by the CAO and the Treasurer of the Town of Midland at the meeting of Aug. 6, 2013, along with the report on costs and consequences received and approved by the Board at the meeting of June 13, 2013. CARRIED Page 98 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 3 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 5. Approval of the accounts L The Cheque Distribution Report for the month of June 2013 was reviewed. B. Gorski asked B. Molesworth about the item for carpet cleaning. He wondered how many times it gets done in the year. The answer was once. The windows are being cleaned next week. B. Desroches enquired about the front entrance stairs and their state of disrepair. B. Molesworth said that he thought he had a firm commitment from a fellow who promised he would come right away. He still has not appeared and we are still looking for someone capable of doing the work. The north entrance stairs also need work. J. Swick asked for a motion of approval of the accounts. Moved by: B. Desroches Seconded by: B. Gorski That the accounts for the month of June 2013 totalling $23,295.66 be approved. Reports of Board Committees 6.1 Finance Committee B. Gorski distributed the Library Operating Financial Statement as of June 30, 2013. He declared that, at 47.63% spent, we are in very good shape for this time of year. B. Molesworth commented that there was still revenue to come in. The Building Maintenance and Elevator Repair lines are both where they are due to the burst valve and subsequent flood and the safety railing that had to be installed on the elevator roof. 6.2 Report from the Friends of the Midland Public Library B. Molesworth reported that the book store had its best month ever, breaking the $1000.00 mark. 6.3 Policy Committee — Ronald McDonald The first meeting of the new Policy Committee will be held on Thursday, July 18, 2013 at 2:15PM. At the beginning of the meeting, B. Molesworth distributed a copy of a post that was put on the Library's Facebook page from Peter & Jeanine Jankowski expressing their concerns about the Library having Ronald McDonald appear at the Library. Page 99 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 4 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 6. Reports of Board Committees - continued B. Molesworth drafted a response and distributed that, as well, for the Board's comment and discussion. U. Schmid started the discussion off by saying she agrees with the content of the post. The food at McDonald's is n otz good for children and that the Library should not be engaging in this type of corporate sponsorship. Z. Pendlebury responded by saying that corporate sponsorships are a fact of life. One positive sponsorship by McDonald's is Ronald McDonald House. It couldn't have been done without their support. J. Swick highlighted the point made in B. Molesworth's letter of response that coupons or promotional literature were not handed out the last time Ronald McDonald was here. U. Schmid asked that the record show that she is opposed to this type of corporate promotion by the Library. B. Molesworth asked but "are we promoting McDonald's ?" Kids see him as a clown. He read books on safety the last time he was here and brought 100 children into the Library, some of whom might not have come through the door. Z. Pendlebury stated that, if we are going to say no (to Ronald McDonald), then we are going to have to look carefully at every corporate sponsorship. B. Gorski stated that McDonald's is part of the community and should support good works. U. Schmid stated that when one person writes a letter you have to know that there are more people that feel -the same way. M. Pearce said she feels it raises the profile of the Library in the community and brings people in. B. Molesworth said he brought this to the Board because of the upcoming Policy Committee's review of our policies. He went on to say that Council is always stressing that the Library needs to reach out more to try to find ways to support our services. It's a matter of weighing the pros and cons. B. Desroches suggested that the letter of response include a comment that this issue of corporate sponsorship will be discussed by the Policy Committee. Page 100 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 5 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 6. Reports of Board Committees - continued 7. U. Schmid suggested that the letter should also say that Ronald McDonald was already booked and advertised so it couldn't be cancelled, but that the issue would be discussed before he is booked in the future. The majority felt this addition was not necessary and it should be sent with the line that the issue of corporate sponsorship would be discussed at the Policy Committee. U. Schmid wants the minutes to show that she is not in agreemer J. Swick asked for a motion. Moved by: Z. Pendlebury Seconded by: V. Nihill That the letter will be sent as written, with the added lines, "that the issue of corporate sponsorship will be referred to the Policy Committee." There was a show of hands in a counted vote. 7 in favor and 1 opposed. Let the minutes show that the opposing vote was U. Schmid. New business 7.1 IFOA (and maybe other ideas) The IFOA brought a new idea to B. Molesworth for this Fall's event. They are suggesting that they will bring all of the nominees for the Writers' Trust award on October 29, 2013. This would change the format and we might have to put the ticket prices up to help cover the cost. B. Molesworth will keep the Board informed. Also, author Susan Swan contacted B. Molesworth about another proposed literary event. Her publisher attended the recent Butter Tart Festival and suggested that next year we partner with them and create a literary event. He offered to help write grant applications. B. Molesworth stated that this could be a good partnership with the MCC (Midland Cultural Centre) since they hosted the Butter Tart Festival. He will keep the Board informed. CARRIED Page 101 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 6 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 7. New business - continued 8. 7.2 Advocacy B. Molesworth has been writing a column for the Midland Free Press, which is now defunct. D. Glynn suggested that B. Molesworth should keep writing the column but put it on the Library's website. Around the same time, B. Molesworth received a survey from the OLA about this topic of advocacy.. The Federation of Ontario Public Libraries has also struck a committee around this issue, so he called them both to ask if they were communicating with each other and now his name has been put on a Committee at the FOPL. He is willing, but thought he should bring the issue to the Board as it will mean spending time outside of his usual duties. Z. Pendlebury thinks it's a good idea if B. Molesworth has an interest in this area. M. Pearce also thought it was a good idea to raise our profile in the Library community. B. Molesworth did say that he will look into it further. He told the FOPL that he would need to know how much work was involved and does not want to have to drive to meetings very often. The Board will be kept informed. U. Schmid asked if The Midland Mirror might want B. Molesworth to write a column for them. He will ask them. Information 8.1 Chief Librarian's Report — Planning Workshop - Cultural Plan Committee Planning Workshop B. Molesworth, G. Griffith and S. Cooper attended a conference in Toronto put on by the Annual Institute on the Library as Place. This was the same conference B. Molesworth attended a couple of years ago to receive the architectural award for MPL's expansion. This year the programme included a number of items that were of interest to us. Makerspaces, the Service Desk in the Digital Age and Teen Territories were three of the sessions attended. B. Molesworth will research associated costs to implement any of these ideas. Page 102 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 7 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 8. Information - continued Cultural Plan Committee On August 1St, B. Molesworth will be taking part in an introductory conference call with this group and the new consultant that has been hired. 8.2 Correspondence - Town of Midland - Ontario Heritage Conference - Minister of Culture, Michael Chan - Federation of Ontario Public Libraries Town of Midland B. Molesworth received a letter from the Town Treasurer informing Department Heads of the dates for budget presentations to Council. The Library's will be on Thursday, Sept. 19th at 6:15 PM. The Board is invited to attend. Z. Pendlebury stated that she thinks the Board should hear what Council has to say. Ontario Heritage Conference B. Molesworth received a letter from the organizers of the Conference thanking us for the use of the Assembly Room, with a special thank you to the Library Staff for their support. Minister of Culture. Michael Chan B. Molesworth read a letter from the Province informing us of a one time grant of $1,000,000.00 that is being distributed to all Ontario public libraries. The money is being administered through SOLS. We will receive 3.04% of our annual grant and another $1,000.00. We will also receive a portion of the money sent to our contracting municipalities. Federation of Ontario Public Libraries Discussed under 7.2 Advocacy Page 103 of 417 12.c) Midland Public Library minutes of meeting held on July... MIDLAND PUBLIC LIBRARY BOARD MEETING Page 8 of 8 DATE: July 11, 2013 LOCATION: Midland Public Library Boardroom ITEM ISSUE ACTION 8. Information - continued 11 8.3 Trustees' Council — Nov. 2 at Tay Public Library B. Molesworth received notification from SOLS informing us of a Trustees' Council meeting to be held at the Tay Public Library. Our Library Board had decided that we would not take out a membership in the OLBA as it was too expensive, but there had been comments that attending this type of event could be useful for networking purposes. He is bringing it forward to see if anyone is interested. l Adjournment Moved by: V. Nihill That the meeting be adjourned at 8:10 P.M. ra� W. 1 F .r►r oard WPF fi J - 4CC Chief Librarian Page 104 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... Simcoe County Simcoe Muskoka Catholic District District School Board '+� School Board 1170 Hwy 26,x ° :> 4. 46 Alliance Boulevard Midhurst, On LOL 1X0 Barrie, Ontario Canada L4M 5K3 Tel: (705) 728 -7570 Fax: (705) 728 -2265 SIMCOE MUSHOHA CATHOLIC Tel: (705) 722 -3555 Fax: (705) 722 -6534 DISTRICT SCI 100L BOA&o EDUCATION DEVELOPMENT CHARGES Simeoe County NOTICE OF PUBLIC MEETINGS FIRST MEETING — POLICY REVIEW PUBLIC MEETING — MONDAY, SEPTEMBER 30, 2013 @ 7:00 P.M. Simcoe County District School Board, Education Centre 1170 Highway 26, Midhurst, Ontario TAKE NOTICE that on September 30, 2013, the Simcoe County District School Board and the Simcoe Muskoka Catholic District School Board will hold a joint public meeting pursuant to Section 257.60 of the Education Act. The purpose ofthe meeting will be to review the current education development charge policies of both Boards and to solicit public input. Any person who attends the meeting may make a representation to the Boards in respect of the policies. The Boards will also consider any written submissions. A Policy Review Document setting out the Boards' policies for the current education development charge by -laws will be available on or before September 16, 2013, at both Boards' administration offices during regular office hours and on the Boards' websites. IMMEDIATELY FOLLOWED BY: SECOND MEETING — SUCCESSOR BY -LAW PUBLIC MEETING — MONDAY, SEPTEMBER 30, 2013 @ 7:30 P.M. Simcoe County District School Board, Education Centre 1170 Highway 26, Midhurst, Ontario TAKE NOTICE that on September 30, 2013, the Simcoe County District School Board and the Simcoe Muskoka Catholic District School Board will hold a second joint public meeting pursuant to Section 257.63 of the Education Act. The purpose of the second public meeting is to consider the continued imposition of education development charges and successor by -laws and to inform the public generally about the education development charge proposal of each Board. Any person who attends the meeting may make a representation to theBoards in respect of the proposals. The Boards will also consider any written submissions. All submissions received in writing and those expressed at the public meeting will be considered prior to the enactment of an education development charge by -law. On Tuesday, October 29, 2013, each Board will consider the adoption ofa by- law imposing education development charges in Simcoe County. The education development charge background study required under Section 257.61 of the Education Act (including the proposed EDC by -laws) and setting out each Board's education development charge proposal will be available on or before September 16, 2013, at both Boards' administrative offices during regular office horns and on the Boards' websites. THIRD MEE'T'ING — PUBLIC MEETING IN CONSIDERATION OF BY -LAW ADOPTION — October 29, 2013 @ 7:00 PM Simcoe Muskoka Catholic District School Board, Catholic Education Centre 46 Alliance Boulevard, Barrie, Ontario TAKE NOTICE that on October 29, 2013, the Simcoe County District School Board and the Simeoe Muskoka Catholic District School Board will hold a tlurd joint public meeting. The purpose of this meeting is to consider the enactment of successor EDC by -laws in Simcoe County. Any person who attends the meeting may make representations to the Boards in respect of this matter. Written submissions, filed in advance of the meeting, will also be considered. All interested parties are invited to attend the public meetings. The Boards would appreciate receiving written submissions one week prior to the Public Meetings, so that they may be distributed to Trustees prior to the meetings. Submissions and requests to address the Boards as a delegation should be submitted to John Dance, Superintendent of Facility Services Simcoe County District School Board 1170 Highway 26, Midhurst, Ontario LOL 1 XO fel: (705) 734 -6363 Ext. 11375; Fax (705) 728 -2265 And Peter Derochie, Associate Director of Education Business & Finance) Simcoe Muskoka Catholic District School Board 16 Alliance Boulevard, Barrie, Ontario L4M 5K3 fel: (705) 722 -3555; Fax: (705) 722 -6534 Any comments or requests for further information regarding this matter may be directed to John Dance for the Simcoe County District School Board or Peter Derochie for the Simcoe Muskoka Catholic District School Board Page 105 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... Watson & Associates Plaza Three 701- 2000Argentia Rd. Mississauga, Ontario Canada L5N 7V9 Phone: (905) 272 -3600 Fax: (905) 272-3602 e -mail: into@watson econ.ca www.watsor- econ.ca Page 106 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... EXECUTIVE SUMMARY Watson & Associates Economists Ltd. C:IUserslehaze111Desktcp1Simcoe EDC 2013 REPORT.docx Page 107 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... EXECUTIVE SUMMARY The Simcoe County District School Board (SCDSB) and the Simcoe Muskoka Catholic District School Board (SMCDSB) currently have education development charge by -laws in force in Simcoe County which will expire in November of 2013. Both the current by -laws and the foregoing EDC background analysis relates solely to the County of Simcoe which represents SCDSB's entire jurisdiction and a portion of the SMCDSB's jurisdiction Education development charges (EDCs) are a revenue source, for school boards that qualify, to purchase and develop land for new schools. EDCs are meant as a funding mechanism for boards that are experiencing a growth - related accommodation need in their jurisdiction. In order to renew their by -laws, each Board must follow certain processes and guidelines as required by provincial legislation. This Background Study fulfills certain requirements while providing the background necessary to understand and determine the education development charge. The general authority for school boards to impose EDCs is provided by Division E of Part IX of the Education Act. Ontario Regulation 20/98, as amended, provides the requirements necessary to determine an EDC. In addition, the Ministry has published a set of EDC Guidelines to assist boards with the EDC process. Before an EDC by -law can be passed, school boards must ensure that they: • Demonstrate that their elementary or secondary enrolment on a jurisdiction -wide basis is greater than the elementary or secondary OTG- approved capacity or that their EDC reserve fund is in a deficit position; • Prepare a background study meeting the requirements of the legislation; • Hold required legislated public meetings; and • Receive written Ministry approval. SCDSB and SMCDSB are able to renew their existing by -laws on the basis of: 1. Reserve Fund Qualification — both Boards have a deficit in the EDC reserve fund and outstanding financial obligations; and 2. Capacity Trigger — SCDSB has an average projected enrolment exceeding the approved OTG capacity on the elementary panel only. SMCDSB does not meet the capacity trigger. The School Boards intend to hold joint public meetings for both the EDC policy review as well as the new proposed EDC by -law. The Boards will hold their first public meeting on Monday, September 30th, 2093 at SCDSB's offices. This first public meeting will actually satisfy the Watson & Associates Economists Ltd. S:1Simcoe EDC 20131ReportlSimcoe EDC 2013 Final Report.docx Page 108 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... legislative requirements of two required public meetings — the policy review public meeting and the proposed new bylaw public meeting. The policy review meeting will commence at 7 PM followed by the public meeting for the new proposed EDC by -law at 7:30 PM. The third legislatively required public meeting will be to consider passage of the new by laws. Both Boards plan to consider passage of the new EDC by -law on October 29th, 2013 at the SMCDSB's offices. The EDC analysis in this Background Study has been completed for both the SCDSB and the SMCDSB. This analysis relates solely to the County of Simcoe, which represents the entire jurisdiction of SCDSB and a portion of the jurisdiction for SMCDSB. Simcoe County is made up of many local municipalities including the Cities of Barrie and Orillia, the Towns of Bradford West Gwillimbury, Collingwood, Innisfil, Midland, New Tecumseth, Pentanguishene and Wasaga Beach and the Townships of Adjala - Tosorontio, Clearview, Essa, Oro - Medonte, Ramara, Severn, Springwater, Tay and Tiny, as well as Christian Island Indian Reserve and Mnjikaning First Nation Indian Reserve. This EDC study contemplates jurisdiction -wide by -laws, which includes all of the County of Simcoe for each respective Board. The Board's previous EDC by -laws were challenged on the basis of jurisdiction wide versus area specific application of the EDC. The Boards were successful on this issue at the Ontario Municipal Board and Divisional Court. While all policy decisions are still contemplated and considered by the Board's up until final passage of the by -law, it was decided, after consultation between the Boards, legal counsel and the consultant, that the approach presented in the Background Study would include only the jurisdiction wide approach at this time. Demographic projections form an important component of the EDC analysis. The residential dwelling unit forecast is used both to project pupils from new development as well as determining the final quantum of the residential charge. The residential forecasts used in this analysis are consistent with the most recent and available County of Simcoe forecasts that were available at the time of study preparation. The number of net new units projected in the County of Simcoe for the 15 years in the EDC analysis totals 74,676. The number of growth- related pupils is based on the aforementioned residential forecast and pupil yields have been derived from Statistics Canada custom tabulated data and historical board enrolment information. Pupil yields are mathematical representations of the number of school aged children that will be generated by particular dwellings. The total growth- related pupils must be offset by any available pupil places that are not required by existing pupils of the Boards. These calculations were done for both Boards on a review area basis to determine the total net growth- related pupil places. The 15 year growth projection analysis projects a total of 16,616 elementary net growth- related pupils and 3,711 secondary net growth- related pupils for the SCDSB. For the SMCDSB, a total of 3,263 elementary net growth - related pupils were projected while the secondary panel Watson & Associates Economists Ltd. S:1Simcoe EDC 20131ReportlSimcoe EDC 2013 Final Report.docx Page 109 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... projected a total of 1,338 net growth- related pupil places. Once the net growth- related pupil place requirements have been determined, it is necessary for boards to decide the number of new schools that will be built to accommodate that need. The EDC legislation provides a table which relates pupil place requirements to school site sizes. The table, as well as a description and methodology, are provided in the Background Study. The Study also provides information on the approximate timing, size and location of the proposed new schools /sites. The EDC analysis for Simcoe County projects that the SCDSB will require approximately 29 new elementary sites. 3 of the sites are owned by the Board, 21 are 100% EDC eligible and 5 are partially eligible to be funded through EDC's. The SCDSB will require 6 new secondary sites — 1 of which is 100% EDC eligible and the remaining 5 are partially eligible. The SMCDSB's EDC analysis projects a need for 10 new elementary sites. 1 of the sites is owned, 2 are 100% EDC eligible and 7 are partially eligible. On the secondary panel the Board will require 3 secondary sites all of which are partially eligible. A detailed summary of the site requirements can be found in Form G in Appendix A. One of the final steps of the EDC process involves translating the land requirements to actual land costs. Site acquisition costs are based on appraisals completed by the firm of Andrew, Thompson & Associates Ltd. The per acre acquisition values ranged from $185,000 to $430,000 for both the elementary and secondary sites. Similar to many areas in Ontario, the cost to acquire land has been increasing in the County. In the 2008 EDC study the land values ranged from approximately $147,500 to $344,700. The acquisition costs have been escalated for a period of 5 years (the by -law term) at a rate of 3.2% for North Simcoe and 4.5% for South Simcoe (including the City of Barrie) for each consecutive year until the end of the by- law term. The costs to prepare and develop the school site for school construction are also EDC eligible costs. The assumed site preparation costs are based on historical data provided by the School Boards and analyzed by the engineering firm Skelton Brumwell. A site preparation cost of $203,421 per acre has been assumed for both the SCDSB and SMCDSB in this study. The site preparation costs have increased from 2008 where a value of $110,000 per acre was used. Site preparation costs are escalated to the time of site purchase at a rate of 2.2% per year. The total land costs (acquisition and servicing costs) as well as study costs must be added to any outstanding financial obligations incurred by each Board under a previous EDC by -law to determine the final net education land costs. A deficit balance in the existing EDC reserve fund is considered to be an outstanding obligation and must be added to the existing land costs. If either Board has a surplus balance in the EDC reserve fund, this amount must be subtracted from the land costs and used to defray the net education land costs. Watson R Associates Economists Ltd. SASimcoe EDC 2013U2eportlSimcoe EDC 2013 Final Report.docx Page 110 of 417 12.d) Simcoe County District School Board and Simcoe Muskoka... (iv) The SCDSB's total net education land costs are estimated to be $113,024,459 which includes a deficit balance of - $580,669 in the existing EDC reserve fund that was added to the total costs. The SMCDSB's total net education land costs are estimated to be $38,383,985 which includes an existing EDC reserve fund deficit of $- 6,274,187 that was added to the total costs. On the basis of the aforementioned net education land costs and net new unit forecasts, the analysis resulted in a proposed EDC rate of $1,364 per dwelling unit for the SCDSB's residential charge and $0.36 per square foot for the non - residential charge. The new proposed EDC rate for the SMCDSB is $463 per dwelling unit for the residential component and $0.12 per square foot for the non - residential component. The charges contained herein are based on a uniform rate for all types of development, with a division of 90 % -10% residential to non - residential allocation and applicable jurisdiction -wide charge to the County of Simcoe. S C e2 l 17 C 15AI 96 A" ® f � ` / 7, f, . Watson & Associates Economists Ltd. S:ISimcoe EDC 20131RepottlSimcoe EDC 2013 Final Report.docx Page 111 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -162 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 100, Plan 51M -957, as in 58533 -0324 LT ROLL # 4346- 010 - 003 -26600 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 112 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 100, Plan 51M -957, as in 58533 -0324 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26600 By -Law No. 2013 -162 September 25', 2013 Page 113 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 114 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 115 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 116 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 2,998 square feet (278.53 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 117 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 100, Prepared by Valdor Engineering Inc dated April 8th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 118 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 119 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 120 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 100, Plan 51M -957 as in 58533 -0324 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26600 Page 121 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 100, Prepared by Valdor Engineering Inc dated April 8th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 122 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 123 of 417 15.a) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 124 of 417 15.b) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -163 A By -law to remove the Holding symbol On lands described as follows: Lot 100, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26600 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 100, Plan 51 M -957, Roll # 4346- 010 - 003 - 26600" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 125 of 417 15.b) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -163 This is Schedule 'A' to By -Law 2013 -163 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 126 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -164 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 101, Plan 51M -957, as in 58533 -0325 LT ROLL # 4346- 010 - 003 -26601 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 127 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 101, Plan 51M -957, as in 58533 -0325 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26601 By -Law No. 2013 -164 September 25', 2013 Page 128 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 129 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 130 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 131 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 3,714 square feet (345.04 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 132 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 101, Prepared by Valdor Engineering Inc dated April 8th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 133 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 134 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 135 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 101, Plan 51M -957 as in 58533 -0325 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26601 Page 136 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 101, Prepared by Valdor Engineering Inc dated April 8th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 137 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 138 of 417 15.c) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 139 of 417 15.d) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -165 A By -law to remove the Holding symbol On lands described as follows: Lot 101, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26601 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 101, Plan 51 M -957, Roll # 4346- 010 - 003 - 26601" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 140 of 417 15.d) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -165 This is Schedule 'A' to By -Law 2013 -165 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 141 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -166 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 102, Plan 51M -957, as in 58533 -0326 LT ROLL # 4346- 010 - 003 -26602 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 142 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 102, Plan 51M -957, as in 58533 -0326 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26602 By -Law No. 2013 -166 September 25', 2013 Page 143 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 144 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 145 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 146 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 3,671 square feet (341.05 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 147 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 102, Prepared by Valdor Engineering Inc dated April 9th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 148 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 149 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 150 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 102, Plan 51M -957 as in 58533 -0326 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26602 Page 151 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 102, Prepared by Valdor Engineering Inc dated April 9t ", 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 152 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 153 of 417 15.e) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 154 of 417 15J) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -167 A By -law to remove the Holding symbol On lands described as follows: Lot 102, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26602 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 102, Plan 51 M -957, Roll # 4346- 010 - 003 - 26602" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 155 of 417 15.f) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -167 This is Schedule 'A' to By -Law 2013 -167 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 156 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -168 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 104, Plan 51M -957, as in 58533 -0328 LT ROLL # 4346- 010 - 003 -26604 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 157 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 104, Plan 51M -957, as in 58533 -0328 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26604 By -Law No. 2013 -168 September 25', 2013 Page 158 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 159 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 160 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 161 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 2,783 square feet (258.54 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 162 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 104, Prepared by Valdor Engineering Inc dated July 4th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 163 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 164 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 165 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 104, Plan 51M -957 as in 58533 -0328 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26604 Page 166 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 104, Prepared by Valdor Engineering Inc dated July 4th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 167 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 168 of 417 15.g) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 169 of 417 15.h) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -169 A By -law to remove the Holding symbol On lands described as follows: Lot 104, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26604 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 104, Plan 51 M -957, Roll # 4346- 010 - 003 - 26604" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 170 of 417 15.h) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -169 This is Schedule 'A' to By -Law 2013 -169 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 171 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -170 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 107, Plan 51M -957, as in 58533 -0331 LT ROLL # 4346- 010 - 003 -26607 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 172 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 107, Plan 51M -957, as in 58533 -0331 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26607 By -Law No. 2013 -170 September 25', 2013 Page 173 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 174 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 25i1 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 175 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 176 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 2,528 square feet (234.87 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 177 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 107, Prepared by Valdor Engineering Inc dated June 13th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 178 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 179 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 180 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 107, Plan 51M -957 as in 58533 -0331 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26607 Page 181 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 107, Prepared by Valdor Engineering Inc dated June 13th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 182 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 183 of 417 15.i) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 184 of 417 15J) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -171 A By -law to remove the Holding symbol On lands described as follows: Lot 107, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26607 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 107, Plan 51 M -957, Roll # 4346- 010 - 003 - 26607" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 185 of 417 15.j) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -171 This is Schedule 'A' to By -Law 2013 -171 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 186 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -172 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 108, Plan 51M -957, as in 58533 -0332 LT ROLL # 4346- 010 - 003 -26608 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 187 of 417 15.k) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 108, Plan 51M -957, as in 58533 -0332 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26608 By -Law No. 2013 -172 September 25', 2013 Page 188 of 417 15.k) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 189 of 417 15.k) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 190 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 191 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 2,345 square feet (217.86 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 192 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 108, Prepared by Valdor Engineering Inc dated June 13th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 193 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 194 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 195 of 417 15.k) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 108, Plan 51M -957 as in 58533 -0332 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26608 Page 196 of 417 15.k) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 108, Prepared by Valdor Engineering Inc dated June 13th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 197 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 198 of 417 15A) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 199 of 417 15.1) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -173 A By -law to remove the Holding symbol On lands described as follows: Lot 108, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26608 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 108, Plan 51 M -957, Roll # 4346- 010 - 003 - 26608" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 200 of 417 15.1) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -173 This is Schedule 'A' to By -Law 2013 -173 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 201 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -174 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 112, Plan 51M -957, as in 58533 -0336 LT ROLL # 4346- 010 - 003 -26612 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 202 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 112, Plan 51M -957, as in 58533 -0336 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26612 By -Law No. 2013 -174 September 25', 2013 Page 203 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 204 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 205 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 206 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 2,689 square feet (249.82 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 207 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 112, Prepared by Valdor Engineering Inc dated June 24th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 208 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 209 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 210 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 112, Plan 51M -957 as in 58533 -0336 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26612 Page 211 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 112, Prepared by Valdor Engineering Inc dated June 24th, 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 212 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 213 of 417 15.m) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 214 of 417 15.n) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -175 A By -law to remove the Holding symbol On lands described as follows: Lot 112, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26612 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 112, Plan 51 M -957, Roll # 4346- 010 - 003 - 26612" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 215 of 417 15.n) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -175 This is Schedule 'A' to By -Law 2013 -175 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 216 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... 19: 1:90161 1aQXA 11 01Z1101 a9:I *1101TAZ&y:11107:901:10M A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -176 A By -law to Authorize the Execution of a Site Plan Control Agreement between The Corporation of the Township of Oro - Medonte and Democrat Maplewood Limited described as lands as follows: Lot 116, Plan 51M -957, as in 58533 -0340 LT ROLL # 4346- 010 - 003 -26616 TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE WHEREAS authority to enter into Site Plan Control Agreements is provided for in Section 41 of The Planning Act, R.S.O., 1990, c. P. 13, as amended, and Council deems it necessary to enter into a Site Plan Control Agreement on the lands described herein; AND WHEREAS By -Law No. 2009 -062, a By -Law to Designate Areas of the Township as Site Plan Control Areas, was passed by Council for the Township of Oro - Medonte, pursuant to the provisions of The Planning Act, R.S.O., 1990, c. P. 13, as amended; AND WHEREAS the lands referred to in this By -Law are subject to Site Plan Control, pursuant to By -Law No. 2009 -062; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. THAT the Township enter into the Site Plan Control Agreement attached hereto as Appendix "A ", on lands described on the attached Schedule "A "; 2. THAT the Mayor and Clerk are hereby authorized to execute the Site Plan Control Agreement on behalf of the Corporation of the Township of Oro - Medonte; 3. THAT the attached Appendix "A" and Schedules "A, B, C and D" shall form part of this By -Law; 4. THAT this By -Law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE MAYOR, H.S. HUGHES CLERK, J. DOUGLAS IRWIN Page 217 of 417 15.o) A By -law to Authorize the Execution of a Site Plan Con... APPENDIX "A" SITE PLAN AGREEMENT - between - DEMOCRAT MAPLEWOOD LIMITED - and - THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE DESCRIPTION OF LANDS Lot 116, Plan 51M -957, as in 58533 -0340 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26616 By -Law No. 2013 -176 September 25', 2013 Page 218 of 417 15.o) A By -law to Authorize the Execution of a Site Plan Con... THE TOWNSHIP OF ORO- MEDONTE SITE PLAN AGREEMENT TABLE OF CONTENTS Section 1 Covenants by the Owner Section 2 Covenants by the Township Section 3 Development Restrictions Section 4 Development Changes Section 5 Security Section 6 Compliance Section 7 Co- operation Section 8 Binding Effect Section 9 Severability of Clauses Section 10 Save Harmless I+Ya71 *11f111*1 Schedule "A" Legal Description of Lands Schedule "B" Site Plan Schedule "C" Deeds and Easements to be Conveyed Schedule "D" Itemized Estimate of Cost of Construction z Page 219 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... SITE PLAN CONTROL AGREEMENT This Agreement made, in triplicate, this 2511 day of September 2013, in accordance with Section 41 of the Planning Act. BETWEEN: Democrat Maplewood Limited Hereinafter called the "Owner" PARTY OF THE FIRST PART -and- rra -[•i•] 71•] 7_�r[•PH]�r:I�r•PJ1�69a11•7�•] Z•���d��LPrr� Hereinafter called the "Township" -1 4VK61ar :1:.9 role] ►L791 it WHEREAS the Owner has applied to the Township of Oro - Medonte to permit the construction of a single detached dwelling on lands described in Schedule "A ", attached hereto; AND WHEREAS the Township has enacted a By -law to provide for the designation of the lands as a "Site Plan Control Area "; AND WHEREAS the Owner intends to develop the lands in accordance with the Site Plan attached hereto as Schedule "B ": NOW THEREFORE This Agreement Witnesseth THAT in consideration of the mutual covenants hereinafter contained, the parties hereto hereby covenant and agree as follows: Page 220 of 417 15.o) A By -law to Authorize the Execution of a Site Plan Con... 1. COVENANTS BY THE OWNER The Owner covenants and agrees as follows: a) The Owner owns the subject lands described in Schedule "A ", attached hereto, and has provided the Township with a Registered Deed containing the legal description of the subject lands. b) This Agreement may be registered against title to these subject lands and shall take priority over any subsequent registrations against the title to the subject lands. C) No work shall be performed on the lands, nor any use made of the subject lands with respect to the proposed development, except in conformity with all the provisions of this Agreement. d) The Owner shall, prior to the execution of this Agreement, obtain all necessary permits and approvals from the Township and from all Ministries and Agencies, including, but not limited to, the County of Simcoe. e) The Owner shall, pursuant to Section 6.2.6 of the Subdivision Agreement adopted by Township of Oro - Medonte By -law 2010 -059, retain the services of a consulting archaeologist for their on -site presence and monitoring of any grading or ground alterations within 50 metres of a potential ossuary. f) The Owner shall assume all liability with respect to the discovery of any ossuary and /or archaeologically sensitive features or areas through the development of the subject lands. g) The Owner and /or their agent shall, during any grading or ground alterations, cease work immediately upon the discovery of a potential ossuary and /or archaeologically sensitive feature, and forthwith notify all appropriate Ministries and Agencies, including, but not limited to, the Registrar of Cemeteries and the Township. e) The Owner shall, prior to the execution of this Agreement, pay all municipal taxes and charges related to obtaining the approval of these lands for the intended use. f) The Owner shall pay a refundable deposit for such reasonable costs as may be involved to the Township in having its solicitor, engineer, planner and staff, perform any work in connection with this Agreement, including the preparation, drafting, execution, and registration of this Agreement. The Owner acknowledges and agrees that the Owner shall be responsible for the cost of performance of all the Owner's obligations hereunder, unless the context otherwise requires. Every provision of this Agreement, by which the Owner is obligated in any way, shall be deemed to include the words "at the expense of the Owner", unless specifically stated otherwise. The refundable deposit for expenses and actual cost shall be $1000.00. The Owner shall replenish the refundable deposit, to its full amount, when the expenses and actual costs are submitted by the Township. g) The Owner shall have delivered to the Township, all Transfers /Deeds, Discharges and Easements, or other documents required by Schedule "C, as well as certification from the Owner's solicitor that the Transfer /Deeds and Easements shall provide the Township with good title, free and clear from all encumbrances. h) The Owner agrees that prior to issuance of a Building Permit, a Sewage System Permit approval must be received by the Township /Ministry of the Environment. 2. COVENANTS BY THE TOWNSHIP Page 221 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... The Township covenants and agrees as follows: a) That the Township has enacted a By -law to permit the construction of a single detached dwelling with attached garage occupying 1,640 square feet (152.35 square metres), as described on the Site Plan. b) That the Township agrees that subject to compliance by the Owner with all relevant Municipal By -laws and Provincial Statutes and Regulations, the Owner may proceed to develop the subject lands, as indicated on the Site Plan attached hereto as Schedule "B ", subject to the development restrictions contained herein. 3. DEVELOPMENT RESTRICTIONS The Parties hereto acknowledge and agree that any use of the subject lands by the Owner shall be on and subject to the following terms and conditions: a) Site Plan The use and development of the subject lands shall be in accordance with and as set out on the Site Plan. attached hereto as Schedule "B ". b) Lighting All lighting systems installed outside, such as floodlights, shall be directed away from any adjacent residential use and /or roadway, not to cause interference in any way. C) Parking Areas and Driveways All parking areas and driveways shall be constructed in conformity with Sections 5.19 and 5.20 of By -law No. 97 -95, as amended, and the Ontario Building Code Regulation #419/86, and such parking areas, loading, and access areas shall be kept free and clear of snow and ice and kept adequately drained. All entrances shall be constructed, as in Schedule "B" attached. The Owner agrees to obtain all necessary approvals from the Ministry of Transportation, County of Simcoe and Township of Oro - Medonte. d) Outside Storage No outside storage shall be permitted between any buildings on the premises and any street. Any other outside storage shall be contained in the fenced compound, as identified on Schedule "B ". e) Garbage Storage The Owner agrees to provide suitable storage areas for garbage and waste, as shown on the Site Plan, and to install and maintain litter containers in and around development on the lands. All metal scrap and associated refuse contained in the fenced compound shall be removed on a weekly basis. Garbage Collection The Owner acknowledges and agrees that any Industrial, Commercial and Institutional (I. C. & 1) and multi -unit locations (six (6) units and over) will not receive curb side waste collection services from the County of Simcoe. Each I. C. & I location and multi -unit residential location will be responsible for their own garbage and recycling disposal. g) Landscaping The Owner shall complete all landscaping and landscaped areas shown on the Site Plan, attached as Schedule "B ", as soon as weather permits, and all grading and sodding required, according to any Engineering drawings submitted, shall be done on all lawn areas. h) Erosion and Siltation Control Page 222 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... The Owner must take all necessary precautions to prevent erosion and sedimentation of ditches and culverts, slopes, etc., within the Site Plan, and downstream prior to and during construction. The Owner agrees to maintain all erosion and siltation control devices in good repair until vegetative cover has been successfully established. Tree Cutting No trees shall be cut outside the immediate area surrounding the proposed dwelling, septic system, and driveway, as shown on approved Site Plan Drawing Diamond Valley Estates Lot 116, Prepared by Valdor Engineering Inc dated April 9th, 2013 unless dead or diseased. 4. DEVELOPMENT CHANGES The parties acknowledge and agree that there shall be no changes to this Agreement or the Schedules attached hereto, unless and until such changes have been approved by all parties. It is the intention of the parties that material amendments to this Agreement be properly recorded. Such amendments may take the form of a registered Amending Agreement, an unregistered Agreement, exchange of correspondence, Memorandum of Confirmation, or notations on Engineering drawings. The nature of such record of amendment shall depend on circumstances. 5. SECURITY Prior to signing the Agreement, the Owner will deposit, with the Treasurer of the Township, to cover the faithful performance of the obligations of the Owner arising under this Agreement, including but not limited to the construction of the works and services identified in Schedule "D" to this Agreement (the "said Work "), the following securities: a) Cash in the amount of one hundred percent (100 %) of the estimated cost of the said work, as approved by the Township Engineer and Township Council, or: b) A Certified Cheque in the amount of one hundred percent (100 %) of the estimated costs of the said works, and as approved by the Township Engineer. C) The Township reserves the right to accept or reject any of these alternative methods of providing securities. Prior to depositing the securities, the Owner's Engineer shall submit an estimate of the cost of the works to the Township Engineer for approval. When the cost estimate has been approved, it will be set out in Schedule "D" of this Agreement and will become the basis for the limits of the securities. d) Any Certified Cheque or security filed with the Township is based upon the estimated cost of completing the various matters prescribed by this Agreement. However, all Certified Cheque and security received by the Township may be used as security for any item or any other matter which, under the terms of this Agreement, is the responsibility of the Owner, including without limiting the generality of the foregoing, payment of engineering, legal, planning or other costs incurred by the Township, which are the responsibility of the Owner, under the terms of this Agreement. e) Upon written notification by the Owner's agent, certifying that all required works for which the Certified Cheque was submitted have been completed in accordance with the plans submitted and upon confirmation by the Township or its agent that the Owner's obligations under this Agreement have been completed, the Township will return said Certified Cheque. f) If in the event of default of the Owner under any of the provisions of this Agreement, it becomes necessary for the Township to realize on its security or Page 223 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... deposits, then the Township shall give, by registered mail, twenty -one (21) day's notice, its intent to draw down on the security or deposit. 6. COMPLIANCE Any action taken by the Township or on its behalf, pursuant to this Agreement, shall be in addition to and without prejudice to any security or other guarantee given on behalf of the Owner for the performance of its covenants and agreements herein, and upon default on the part of the Owner hereunder, the Township shall, in addition to any other remedy available to it, be at liberty to utilize the provisions of Section 466 of the Municipal Act, 2001, S.O. 2001, c. 25, as amended. The Owner consents to the registration of this Agreement by the Township, upon the title of the subject lands, at the expense of the Owner and agrees to execute such further and other documents, consents or applications, as required, for the purpose of securing registration and giving effect to the provisions of this Agreement. E:3111111111 - 31.191 Rq" =19 9 *01 This Agreement, and everything contained herein, shall be binding upon the successors and assigns of the parties hereto, and upon the lands described in Schedule "A ", attached hereto, such Schedule being a legal description of the lands, and it is further agreed that this Agreement shall be prepared, approved and registered on title. �1 llAVA:I:7_1- 31w11 rL•7 K _ \169* Should any section, subsection, clause, paragraph, or provision of this Agreement be declared by a Court of competent jurisdiction to be invalid, the same shall not affect the validity of the Agreement as a whole or any part thereof, other than the provision so declared to be invalid. iDAWAV /Q71_1:7�dll **, The Owner, on behalf of itself, its successors and assigns, agrees to indemnify and save harmless, the Township from and against any and all claims, suits, actions and demands whatsoever, which may arise either directly or indirectly by reason of any work or service performed by the Township, its servants or sub - contractors in order to complete the work or services required to be completed under this Agreement, provided the subject matter of such action, suits, claims or demands was not caused intentionally or through gross negligence on the part of the Township, its servants or agents or sub - contractors. Page 224 of 417 15.o) A By -law to Authorize the Execution of a Site Plan Con... IN WITNESS WHEREOF, the Parties hereunto have affixed their respective seals under the hands of their proper officers duly authorized in that behalf. SIGNED, SEALED AND DELIVERED Democrat Maplewood Limited per: Name: Enzo Palumbo Title: Authorized Signing Officer I have authority to bind the Corporation The Corporation of the Township of Oro - Medonte per: H.S. Hughes, Mayor J. Douglas Irwin, Clerk Page 225 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "A" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. LEGAL DESCRIPTION OF LANDS Lot 116, Plan 51M -957 as in 58533 -0340 LT TOWNSHIP OF ORO- MEDONTE COUNTY OF SIMCOE ROLL # 4346 - 010 - 003 -26616 Page 226 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "B" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. SITE PLAN Site Plan Drawing: Diamond Valley Estates Lot 116, Prepared by Valdor Engineering Inc dated April 9t ", 2013. Site Plan is not in a registerable form and is available from the Township of Oro - Medonte. to Page 227 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "C" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. DEEDS AND EASEMENTS TO BE CONVEYED All title documents shall be properly drawn and executed by the parties, with the appropriate Lot or Block Number inserted in the description of the document, and the registered Plan Number shall be left blank, to be inserted by the solicitors for the parties after the Plan is registered and a Plan Number assigned. The consideration for all conveyances shall be the sum of Two Dollars ($2.00) and the cost of preparation, execution and registration thereof, shall be borne by the Owner. All documents to be registered shall be prior approved by the solicitor for the Township The following land and easement shall be conveyed: 1.0 LANDS TO BE CONVEYED TO THE TOWNSHIP N/A 2.0 DRAINAGE EASEMENTS TO BE CONVEYED TO THE TOWNSHIP N/A m Page 228 of 417 15.0) A By -law to Authorize the Execution of a Site Plan Con... SCHEDULE "D" NOTE: It is understood and agreed that this Schedule forms part of the Site Plan Agreement between the Township of Oro - Medonte and Democrat Maplewood Limited. ITEMIZED ESTIMATE OF COST OF CONSTRUCTION ITEMIZE CONSTRUCTION ESTIMATE AMOUNT 2. LETTERS OF CREDIT AMOUNT Certified Cheque to be provided by the Owner $1000.00 to ensure completion of all works required under the terms of this Agreement, as noted in Section 5 herein. 12 Page 229 of 417 15.p) A By -law to remove the Holding symbol on lands describ... 19: 1:90161 1aQXA 11 01Z110]a9:I *1101TAZ&] :I1107:901:102 A 1:1 ITO] Z k 9:4 BY -LAW NO. 2013 -177 A By -law to remove the Holding symbol On lands described as follows: Lot 116, Plan 51M -957 Township of Oro - Medonte, County of Simcoe Roll # 4346- 010 - 003 -26616 WHEREAS the Council of the Corporation of the Township of Oro - Medonte is empowered to pass By -laws to remove a Holding provision pursuant to Section 36 of the Planning Act, R.S.O. 1990, c.P.13. AND WHEREAS Council deems it appropriate to remove the Holding provision applying to the subject lands; NOW THEREFORE the Council of the Corporation of the Township of Oro - Medonte enacts as follows: 1. Schedule 'A16', to Zoning By -law No. 97 -95 as amended, is hereby further amended by removing the Holding provision applying to lands known as "Lot 116, Plan 51 M -957, Roll # 4346- 010 - 003 - 26616" as shown on Schedule 'A' attached hereto and forming part of this By -law. 2. This By -law shall come into effect upon the date of passage hereof, subject to the provisions of the Planning Act, as amended. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 230 of 417 15.p) A By -law to remove the Holding symbol on lands describ... Schedule 'A' to By -Lave No. 2013 -177 This is Schedule 'A' to By -Law 2013 -177 passed the 25t' day of September, 2013. Mayor H.S. Hughes Clerk J. Douglas Irwin TOWNSHIP OF ORO- MEDONTE Page 231 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -178 A By -law to Adopt Engineering Standards and Drawings And to Repeal By -law No. 1995 -104 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 adopt Engineering Standards and Drawings pursuant to Motion No. C130717 -28; NOW THEREFORE the Council of the Township of Oro - Medonte hereby enacts as follows: 1. That the Engineering Design Criteria and Drawings attached hereto as Schedule "A" form part of this By -law and shall be the Engineering Standards and Drawings for the Township of Oro - Medonte; 2. That the Director of Transportation and Environmental Services, or his /her designate, is authorized to revise the Engineering Standards and Drawings as deemed appropriate. Such revisions shall be documented accordingly, and the revised document shall be publicly available; 3. That By -law No. 1995 -104 is hereby repealed in its entirety. 4. This by -law shall take effect on the final passing thereof. BY -LAW READ A FIRST, SECOND AND THIRD TIME, AND PASSED THIS 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 232 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Proud Heritage, Fxcithtg Future TOWNSHIP OF ORO- MEDONTE Engineering Design Criteria prepared by: C.C. Tatham & Associates Ltd. 50 Andrew Street South, Suite 100 Orillia, ON L3V 7T5 Tel: (705) 325 -1753 Fax: (705) 325 -7420 info @cctatham.com prepared for Township of Oro - Medonte May, 2013 CCTA File 312814 Page 233 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Revision Information Sheet The following table indicates all revisions including any additions, deletions and modifications to this manual subsequent to its issuance on 17 May, 2013. 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. Date Revision Details Initials 1 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 May, 2013 Page 234 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... TABLE 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 1.4 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 1.8 Administration Fees, Securities, Development Charges 9 1.9 Existing Infrastructure 9 2 Submission Requirements 2.1 Introduction 11 2.1.1 Engineering Requirements for Draft Plan Approval 11 2.2 First Engineering Submission 13 2.3 Subsequent Submissions 16 2.3.1 Second Engineering Submission 16 Township of Oro - Medonte Engineering Criteria Page ii May, 2013 Page 235 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 2.3.2 Final Engineering Submission 17 3 Drawing Requirements 3.1 Specifications for Engineering Drawings 18 3.2 General Drawing Requirements 18 3.3 Computer Aided Drawings (CAD) 19 3.4 General Servicing Plans 19 3.5 Storm Drainage Plans 21 3.6 Sanitary Drainage Plans 22 3.7 Grading Plans 22 3.8 Plan - Profile Drawings 24 3.9 Utility Coordination Plan 25 3.10 Detail Drawings 25 3.11 Parkland Development Drawings 26 3.12 Trails and Walkways 28 3.13 Landscaping 28 3.13.1 General Requirements 28 3.13.2 Notes for Streetscape Submission Drawings 29 3.13.3 Notes for Naturalization Submission Drawings 30 3.14 As- Constructed Drawings 30 3.14.1 General 30 3.14.2 "As- Constructed" Field Survey 31 3.14.3 Drawing Revisions 31 3.14.4 Storm Sewers 33 Township of Oro - Medonte Engineering Criteria Page iii May, 2013 Page 236 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3.14.5 Sanitary Sewers 33 3.14.6 Watermains 33 3.14.7 Roadways 34 4 Servicing Design Requirements 4.1 Introduction 35 4.2 Storm Drainage System 35 4.2.1 General Requirements 35 4.2.2 Stormwater Management 35 4.2.3 Storm Sewer Design 39 4.2.4 Channel, Culvert and Overland Flow 49 4.2.5 Watercourse Erosion and Bank Instability 50 4.2.6 Floodline Calculations 50 4.2.7 Overland Flow Routes 51 4.2.8 Inlet/Outlet and Special Structures 51 4.3 Sanitary Sewer System 52 4.3.1 General Requirements 52 4.3.2 Sanitary Drainage System 52 4.4 Water Distribution System Supply 62 4.4.1 General Requirements 62 4.4.2 Watermain Design Criteria 62 4.4.3 Pipe Sizing and Specifications 65 4.4.5 Meters 72 4.4.6 Testing and Acceptance 72 Township of Oro - Medonte Engineering Criteria Page iv May, 2013 Page 237 of 417 4.5 15.q) A By -law to Adopt Engineering Standards and Drawings A... Roadways 4.5.1 Street Classification Township of Oro - Medonte Engineering Criteria 73 73 74 75 76 78 78 79 80 80 80 80 80 81 82 82 82 82 83 83 84 84 85 85 Page v May, 2013 Page 238 of 417 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 4.9.4 Decorative Street Lighting 4.10 Pedestrian Ways 4.10.1 Sidewalks 4.10.2 Trailways 4.11 Fencing Township of Oro - Medonte Engineering Criteria 73 73 74 75 76 78 78 79 80 80 80 80 80 81 82 82 82 82 83 83 84 84 85 85 Page v May, 2013 Page 238 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.12 Lot Grading 86 4.12.1 General Requirements 86 4.12.2 Drawing Requirements - Residential 86 4.12.3 Certification 87 4.12.4 Lot Grading Design - Residential 88 4.12.5 Sodding 90 4.12.6 Retaining Walls 90 4.12.7 Area Grading 90 4.13 Easement and Block Requirements 91 4.13.1 General Requirements 91 4.13.2 Easement Width Requirements 92 4.13.3 Block Width Requirements 92 4.14 Erosion and Sediment Control 93 4.14.1 General Requirements 93 4.14.2 ESCP Measures and Requirements 94 4.14.3 Drawing and Report Requirements 96 4.15 Utilities 97 4.15.1 General Requirements 97 4.15.2 Electrical Design Requirements 97 4.15.3 Electrical Services Plan 97 4.16 Canada Post 97 4.17 Municipal Address Numbering 98 4.18 Landscaping 98 4.18.1 Tree Planting Requirements 98 Township of Oro - Medonte Engineering Criteria Page vi May, 2013 Page 239 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.19 Parkland Development 98 5 Geotechnical Report Requirements 100 6 Site Plan Developments 102 6.1 General Requirements 102 6.2 Submission Requirements 102 6.3 Drawing and Design Requirements 103 6.3.1 General Requirements 103 6.3.2 Site Servicing Plan and Design 104 6.3.3 Site Grading Plan and Design 106 6.3.4 Roadway Design 107 6.3.5 Landscaping Requirements 108 6.4 "As- Constructed" Drawings 108 6.5 Certification 108 6.6 Final Inspection 108 7 Landscaping Implementation Procedures 7.1 Streetscape Works 109 7.2 Naturalization Works 109 7.3 Maintenance Agreement for Naturalization Areas 109 8 Standard Drawings Index Township of Oro - Medonte Engineering Criteria Page vii May, 2013 Page 240 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 1 General Requirements 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 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. 11 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 May, 2013 Page 241 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Trails /Walkways shall also refer to sidewalks. Abbreviations "AWWK shall mean the American Water Works Association. "CSK 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. "OPSU 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: Township of Oro - Medonte Engineering Criteria Page 2 May, 2013 Page 242 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... a) Written acceptance from the Township for specific works for which pre - servicing can proceed. b) Engineering drawings have been accepted for construction of the works under consideration. c) Written approval of various agencies, e.g., LSRCA, NVCA, 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. 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 determined by the Township. j) 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. I) 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 r�i�or 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: Township of Oro - Medonte Engineering Criteria Page 3 May, 2013 Page 243 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Provision of a builder's road. 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 to 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 May, 2013 Page 244 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 and may be subject to review by the Township Solicitor. 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 May, 2013 Page 245 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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, in the format provided by the Township; 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, walkways and sidewalks, fencing, 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 and /or park development plan where necessary or required. P) Proposed phasing plans. Township of Oro - Medonte Engineering Criteria Page 6 May, 2013 Page 246 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... q) Other information as required for the Subdivision Agreement. 1.6.2 Requirements Prior to 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. f) Ministry of Natural Resources, NVCA, LSRCA and /or DFO work permits for works within water bodies. 1.7 Certificate of Substantial Completion and Final Acceptance The term "Underground Services" shall mean storm drainage works (including culverts, storm sewers and detention pond), waterworks, sanitary works, underground electrical distribution system and street lighting serving the development (as applicable). The term "Certificate of Substantial Completion and Acceptance (Municipal Underground Services)" shall mean a Certificate issued by the Township upon the recommendation of the Township Engineer confirming that the Municipal Underground Services to be installed by the Developer under the provisions of the Subdivision Agreement, have been substantially completed in accordance with plans and specifications reviewed and accepted by the Township Engineer. The issuance of a Certificate of Substantial Completion and Acceptance (Municipal Underground Services) shall not constitute an assumption of the Municipal Underground Services by the Township. Building Permits will not be issued until the Township Engineer has given the Certificate of Substantial Completion and Acceptance (Municipal Underground Services). The two (2) years maintenance period for the underground services will commence when this Certificate is issued. During the maintenance period, the Developer shall be responsible for the normal operation and maintenance, and all repairs for the services noted in the Certificate. If, during the two (2) year maintenance period, the Developer fails to carry out rectification and repair work as requested by the Township, then the Township may carry out the work and be reimbursed the cost of the work from the Developer's securities. The term "Certificate of Maintenance and Final Acceptance (Municipal Underground Services)" shall mean a Certificate issued by the Township upon the recommendation of the Township Engineer Township of Oro - Medonte Engineering Criteria Page 7 May, 2013 Page 247 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... confirming that the Municipal Underground Services constructed by the Developer, in accordance with the terms of the Subdivision Agreement, have been satisfactorily completed and maintained by the Developer during the two (2) year maintenance period, and issuance of the said Certificate shall constitute final acceptance and assumption of the Municipal Underground Services by the Township. On receipt of the Developer's request for a final inspection of the underground services, the Township Engineer will again inspect the work and if satisfied, will recommend to the Township that the Certificate of Maintenance and Final Acceptance (Municipal Underground Services) be issued. It should be noted that the Certificate of Maintenance and Final Acceptance (Municipal Underground Services) can be applied for by the Developer two (2) years after the receipt of the Certificate of Substantial Completion and Acceptance (Municipal Underground Services). Notwithstanding anything hereinafter set out, the Township shall not be obligated to assume the responsibility for and take over the subdivision services until fifty per cent (50 %) of the lots on the subdivision or stage of the subdivision have completed dwellings erected therein and Occupancy Permits have been issued. The Developer shall be responsible for the normal operation, maintenance and all repairs of the services in this case until the Township has assumed the responsibility of the services. The term "Aboveground Services" shall mean all Municipal services to be constructed by the Developer pursuant to the terms of the Subdivision Agreement, excluding Underground Services as previously defined. The term "Certificate of Substantial Completion and Acceptance (Aboveground Services)" shall mean a Certificate issued by the Township upon the recommendation of the Township Engineer confirming that the Aboveground Services to be installed by the Developer under the provisions of the Subdivision Agreement have been substantially completed, in accordance with plans and specifications reviewed and accepted by the Township Engineer. The issuance of a Certificate of Substantial Completion and Acceptance (Aboveground Services) shall constitute an assumption of the Aboveground Services by the Township for winter maintenance only. When all of the services have been completed, including the surface lift of asphalt, the Township Engineer and Public Works Official shall make an inspection to ensure that the Township will accept the road system. The Township Engineer shall issue a Certificate of Substantial Completion and Acceptance (Aboveground Services) when the works are accepted by the Township. This Certificate may contain a list of minor deficiencies, which have to be corrected by the Developer, but which are not considered of sufficient importance to delay the issuance of the Certificate and the acceptance of the services by the Township. The two (2) year maintenance period will commence when the Township Council approves the issuance of the Certificate. The Developer will be responsible for the repair and maintenance of all the subdivision services for a period of two (2) years from the date the Township Council approves the Certificate of Substantial Completion and Acceptance (Aboveground Services). This shall be called the Maintenance Period. Township of Oro - Medonte Engineering Criteria Page 8 May, 2013 Page 248 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... The maintenance shall include the maintaining and mowing of grass within the road allowances, as well as the parkland area and detention pond, on a regular basis. If the Township is requested to carry out this maintenance, the Developer shall pay all charges to the Township. The term "Certificate of Maintenance and Final Acceptance (Aboveground Services)" shall mean a Certificate issued by the Township upon the recommendation of the Township Engineer confirming that the Aboveground Services constructed by the Developer in accordance with the terms of the Subdivision Agreement have been satisfactorily completed and maintained by the Developer during the two (2) year maintenance period, and issuance of the said Certificate shall constitute final acceptance and assumption of the Aboveground Services by the Township. Upon receipt of the Developer's request for a final inspection of the Aboveground Services, the Township Engineer will again inspect the work and if satisfied, will recommend to the Township that the Certificate of Maintenance and Final Acceptance by issued. Note: Security for landscaping will be held by the Township for 12 months following Final Acceptance. 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. 1.9 Existing Infrastructure In general, the Owner may be required to design and construct upgrades to existing infrastructure or new infrastructure outside the limits of the proposed development, to support the development, including but not limited to sewer works, water works, drainage and stormwater management, parkland, roads and sidewalks. During construction the Owner will be responsible to protect all adjacent infrastructure and make repairs to any damage as a result of construction of the development. Township of Oro - Medonte Engineering Criteria Page 9 May, 2013 Page 249 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 rage iu May, 2013 Page 250 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 2 Submission Requirements 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 May, 2013 Page 251 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. All drainage designs shall be carried out in general compliance with the MOE, Stormwater Management Planning and Design Manual (March 2003) as amended. 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. If the overland flow route travels across downstream property not municipally owned, the Developer must obtain the necessary agreement(s) from downstream owner(s) accepting the increased quantity of runoff. Any proposed modifications to an existing channel and /or floodplain will (if applicable) require MNR, LSRCA, NVCA 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. Township of Oro - Medonte Engineering Criteria Page 12 May, 2013 Page 252 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 avoid buildings constructed below groundwater. 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. (h) Traffic Study A Traffic Study may be required at the sole discretion of the Township. 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. Township of Oro - Medonte Engineering Criteria Page 13 May, 2013 Page 253 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 2) Five complete 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 i. overall grading plan ii. rough grading plan k. Landscape and /or park development plan and streetscape plan I. Street light plan including electrical m. Grading plans for park blocks n. Grading plan for school blocks o. Copies of detail drawings for outlets and watercourse improvements p. Preliminary R Plan(s) showing proposed easements (if required) 3) Five copies of the Stormwater Management Report and storm sewer calculations on standard design sheets. 4) Five 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) Five copies of sanitary design calculations on standard design sheets. 6) Five copies of the Traffic Report (if required). 7) Five copies of the Acoustical Report (if required). 8) Five copies of the Arborist Report (if required). 9) Five 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. 13) Any other reports as required by the Draft Plan Conditions /Approval. Township of Oro - Medonte Engineering Criteria Page 14 May, 2013 Page 254 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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) Three 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) Three 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) Three 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) Three copies of the Geotechnical Report. 5) Three 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; 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) Three copies of the following drawings (where applicable): Existing Natural Features Assessment Tree SurveyNegetation Analysis and Tree Preservation Plan Streetscape and Buffer Planting Plans Detailed Park Development Plans Stormwater Management Pond Planting Plan Township of Oro - Medonte Engineering Criteria Page 15 May, 2013 Page 255 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Note: Developer may request jointly obtaining a Landscape Architect with the Township (costs to be borne by the Developer). 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: 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) Five 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) Five copies of Utility Coordination Plan. 8) Five 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. Township of Oro - Medonte Engineering Criteria Page 16 May, 2013 Page 256 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Parks and Landscaping Submission A covering letter from the Consulting Landscape Architect outlining the submission contents. Three sets of revised landscape drawings as per Township comments. Three complete sets 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. 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 By -law. Township of Oro - Medonte Engineering Criteria Page 17 May, 2013 Page 257 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3 Drawing Requirements 3.1 Specifications for Engineering Drawings Size: Drawings to be Metric Standard Al (594 mm x 841 mm) 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) 3.2 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 1983). 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 1983) note must appear in each drawing. Township of Oro - Medonte Engineering Criteria Page 18 May, 2013 Page 258 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 the Township version of 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 May, 2013 Page 259 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Township of Oro - Medonte Engineering Criteria Page 20 May, 2013 Page 260 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 May, 2013 Page 261 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 3.7 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 shall indicate, but not be limited to the following: elevations to be referenced to geodetic datum; Township of Oro - Medonte Engineering Criteria Page 22 May, 2013 Page 262 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 0.5 m 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 May, 2013 Page 263 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3.8 Plan - Profile Drawings Plan — profile drawings are required for all Township roadways, blocks and easements where services are proposed within the development, for all ouffalls 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.); Township of Oro - Medonte Engineering Criteria Page 24 May, 2013 Page 264 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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.V.I., B.H.C., E.H.C., B.V.C. and E.V.C. 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 names 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 May, 2013 Page 265 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Park 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. considering the guidelines included herein (Figure 1). A 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, playground equipment; perimeter fencing; park lighting; all surface treatments; all proposed plant materials. The developer may be required to design and construct some or all of the items identified in the Master Plan. Township of Oro - Medonte Engineering Criteria Page 26 May, 2013 Page 266 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 267 of 417 4J s N N y OJ N T -O ° m m N _ 0 L -E O N O = O o N N O II N O N 0 O N N LL O N m O N e 0 c y O R . 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M 6 O �O C a o t w a - O - U a� s -o m a O o c a m w ° _ o o 00-2 s o a% +(O L% + .V h m - E U - 0o CN o 3 W C 0G c m Page 267 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... A Park Development Cost Estimate based on estimated quantities with corresponding unit prices is required along with the drawing submission. 3.12 Trails 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 and 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 users); 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; and 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 may be required by the Township. Trails connecting through urban area located within the road right -of -way should be paved multi- purpose cycle ways. Entrance points to the trail system should be marked with signage co- ordinated with the Township. 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 SurveyNegetation Analysis; Tree Preservation Plan and Details; Streetscape and Buffer Planting Plans and Details; Township of Oro - Medonte Engineering Criteria Page 28 May, 2013 Page 268 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 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 Notes 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. Township of Oro - Medonte Engineering Criteria Page 29 May, 2013 Page 269 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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; 75.0 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; 78.0 m from face of all warning signs. NOTE 3 The tree pits and planting beds for all trees and shrubs located within 7.0 m of underground utilities are to be hand dug. NOTE 4 Minimum clearance for fences from fire hydrants is 2.0 m. NOTE 5 All plant material must conform to the Canadian Standards for Nursery Stock and must be guaranteed for a minimum period of 72 months following acceptance of the work by the Township. 3.13.3 Notes for Naturalization Submission Drawings The following layout note is to be included on the submission drawings for all areas to be naturalized: NOTE 1 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 Township of Oro - Medonte Engineering Criteria Page 30 May, 2013 Page 270 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 (ie, blow offs, etc.) (i) Road centreline elevations. 0) Site benchmarks. (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. (o) Park development plan. 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. Township of Oro - Medonte Engineering Criteria Page 31 May, 2013 Page 271 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 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. Township of Oro - Medonte Engineering Criteria Page 32 May, 2013 Page 272 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 corners and elevations for service laterals. 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 Watermains 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; Township of Oro - Medonte Engineering Criteria Page 33 May, 2013 Page 273 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 34 May, 2013 Page 274 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Storm 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 35 May, 2013 Page 275 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Quantity 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 (over /and) 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. 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 36 May, 2013 Page 276 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Plan 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. Township of Oro - Medonte Engineering Criteria Page 37 May, 2013 Page 277 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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, fencing may be required at the discretion of the Township. At a minimum, demarcation of property boundaries is required. Fencing, signage 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 38 May, 2013 Page 278 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Storm Sewer Design 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. Intensity of Rainfall The intensity of rainfall is to be determined from the Intensity- Duration - Frequency values from the Atmospheric Environment Services Orillia Station. Township of Oro - Medonte Engineering Criteria Page 39 May, 2013 Page 279 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 22.5 -0.728 5 year 29.9 -0.725 10 year 34.8 -0.724 25 year 40.9 -0.723 50 year 45.5 -0.722 100 year 50.0 -0.722 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 Paved Areas 0.95 *Parks with increased impermeable area will require a higher run -off coefficient. Township of Oro - Medonte Engineering Criteria Page 40 May, 2013 Page 280 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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: Township of Oro - Medonte Engineering Criteria Page 41 May, 2013 Page 281 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Sewer Size (diameter) !— 375 mm �Winimum Grade 0.40% 450 mm!— 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 42 May, 2013 Page 282 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Township of Oro - Medonte Engineering Criteria Page 43 May, 2013 Page 283 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 holes shall be as follows: Pipe Size (diameter) Maximum Maintenance Hole Spacing (m) •11 11 • 11 mm 1 11 1 Maintenance Hole Design a) Minimum size of maintenance holes to be 1500 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 44 May, 2013 Page 284 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 300 mm 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. Township of Oro - Medonte Engineering Criteria Page 45 May, 2013 Page 285 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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: Straight run 30 <— 45° 50 > 450 <— 900 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 or double 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. Generally, rear yard catch basins shall be eliminated whenever possible. Maximum spacing for catch basins including cul -de -sac gutters shall be as follows: Township of Oro - Medonte Engineering Criteria Page 46 May, 2013 Page 286 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Maximum Spacing (m) 4% Grade > 4% Grade 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. Catch basin leads may not exceed 30.0 m when connected to the maintenance hole or sewer. Alternatively, a longer 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. Township of Oro - Medonte Engineering Criteria Page 47 May, 2013 Page 287 of 417 <– Maximum Spacing (m) 4% Grade > 4% Grade 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. Catch basin leads may not exceed 30.0 m when connected to the maintenance hole or sewer. Alternatively, a longer 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. Township of Oro - Medonte Engineering Criteria Page 47 May, 2013 Page 287 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 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. 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. Township of Oro - Medonte Engineering Criteria Page 48 May, 2013 Page 288 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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, LSRCA, MNR, DFO and /or MOE. 4.2.4.1 Culverts and Bridges Culvert and Bridge Hydraulic Capacity 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. MNR, DFO, NVCA and /or LSRCA approval may be required for watercourse /valley crossings under their regulations. �... .. Agm ... - -. - 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. Driveway width to conform to Zoning By -law requirements, if applicable. Driveway to be minimum 2.0 m from hydro poles and utility boxes. 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. 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 Township of Oro - Medonte Engineering Criteria Page 49 May, 2013 Page 289 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 MNR, DFO, NVCA, LSRCA and the MOE, if the open channel concept is favourably considered. "Natural" channel design criteria will be determined on a site by site basis. The following guidelines must be considered: 4.2.5 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. 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 Township of Oro - Medonte Engineering Criteria Page 50 May, 2013 Page 290 of 417 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 4.2.5 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. 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 Township of Oro - Medonte Engineering Criteria Page 50 May, 2013 Page 290 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. If the overland flow route travels across downstream property not municipally owned, the developer must obtain the necessary agreement(s) from downstream owner(s) accepting the increased quantity of runoff. 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 0.3 m. 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. Township of Oro - Medonte Engineering Criteria Page 51 May, 2013 Page 291 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Township of Oro - Medonte Engineering Criteria Page 52 May, 2013 Page 292 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 design flow of 0.23 Us /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) = PgMM + IA 86.4 Where; Q (d) = Peak domestic flow plus extraneous flows, in L/s 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 Us /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. Township of Oro - Medonte Engineering Criteria Page 53 May, 2013 Page 293 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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, 2.2 Semi - detached & Duplex, Townhouse Apartment 2.2 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 L /s /ha shall be used for infiltration. Township of Oro - Medonte Engineering Criteria Page 54 May, 2013 Page 294 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... The area shall be calculated using the gross area included in the school or institutional site. 4.3.2.2 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. Township of Oro - Medonte Engineering Criteria Page 55 May, 2013 Page 295 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Township of Oro - Medonte Engineering Criteria Page 56 May, 2013 Page 296 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Township of Oro - Medonte Engineering Criteria Page 57 May, 2013 Page 297 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 4.3.2.3 Maintenance Hole Requirements Maintenance holes to 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 holes 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 holes 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 58 May, 2013 Page 298 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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: 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 applicable OPSS /OPSD. A minimum of two modular rings and a maximum of 300 mm of modular rings shall be permitted on maintenance holes in new subdivisions. Use Denso Re- instatement Tape Seam Seal Mastic or equivalent. 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 elevation. Township of Oro - Medonte Engineering Criteria Page 59 May, 2013 Page 299 of 417 Straight run 30 !— 45° 50 >45 °! -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 applicable OPSS /OPSD. A minimum of two modular rings and a maximum of 300 mm of modular rings shall be permitted on maintenance holes in new subdivisions. Use Denso Re- instatement Tape Seam Seal Mastic or equivalent. 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 elevation. Township of Oro - Medonte Engineering Criteria Page 59 May, 2013 Page 299 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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". 4.3.2.4 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 fitting, 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. Size Sanitary connections are to be sized as follows: Single family residential: Township of Oro - Medonte Engineering Criteria Page 60 May, 2013 Page 300 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 4.3.2.2.; 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: Joints and Bedding Joints and bedding for connections are to be equivalent to joints and bedding as specified for sanitary sewer pipe. Township of Oro - Medonte Engineering Criteria Page 61 May, 2013 Page 301 of 417 125 2.0 8.0 150 1.0 6.0 200 0.5 6.0 Joints and Bedding Joints and bedding for connections are to be equivalent to joints and bedding as specified for sanitary sewer pipe. Township of Oro - Medonte Engineering Criteria Page 61 May, 2013 Page 301 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. System 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. 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. Township of Oro - Medonte Engineering Criteria Page 62 May, 2013 Page 302 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Pipe Diameter (mm) C- Factor 150 100 200 to 300 110 400 to 600 120 Over600 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.e4 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. 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 Township of Oro - Medonte Engineering Criteria Page 63 May, 2013 Page 303 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 64 May, 2013 Page 304 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 150 mm diameter For Commercial areas 200 mm diameter For Industrial areas 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 65 May, 2013 Page 305 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Minimum pipe size and material for loops is 150 mm diameter PVC. 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. Extra fittings shall be installed at any point on the watermains requested by the Township to provide for future connections. Township of Oro - Medonte Engineering Criteria Page 66 May, 2013 Page 306 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.4.3.6 Pipe 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. Polyethylene pressure pipe shall be to OPSS 1842. 19 mm dia. residential services shall be polyethylene 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. Concrete thrust blocks will only be permitted with restraints to support hydrants. 4.4.3.8 Corrosion Resistance Denso Paste - Petrolatum Tape Primer shall be installed on every valve, hydrant and fitting connected to a non - ferrous watermain. 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 up and outside each valve box and drilled in at the top, including hydrant valves and shall Township of Oro - Medonte Engineering Criteria Page 67 May, 2013 Page 307 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 300 mm 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 C.V. Mueller 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 52 with a resilient seated gate valve shut off ( "Open Left' by Clow or Meuller) placed right after tee off main. 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 Hydrants 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 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. Township of Oro - Medonte Engineering Criteria Page 68 May, 2013 Page 308 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 All hydrants shall be factory painted as specified on the standard detail drawings. The hydrant body shall be painted reflectorized yellow. Bonnet and caps to be shipped in primer, then painted to indicate capacity after fire flow testing. Private hydrants are yellow. Hydrant Markers Each hydrant is to be provided with a standard marker for easy identification in the winter. Hydrant Appurtenances One hydrant wrench, valve key and seal kit must be provided per subdivision development. 4.4.3.11 Valves Type Gate valves shall be used on all watermains. Gate valves shall be an AVK, 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. All valves to be wrapped in Denso Paste — Petrolatum Tape Primer. Size All line valves shall be the same size as the watermain. Township of Oro - Medonte Engineering Criteria Page 69 May, 2013 Page 309 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 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. Township of Oro - Medonte Engineering Criteria Page 70 May, 2013 Page 310 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 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. 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. Township of Oro - Medonte Engineering Criteria Page 71 May, 2013 Page 311 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Township Standard Drawing No. 513. 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 Drawing No. 810. 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. Hydrostatic testing and disinfection of the entire watermain system, including service connections to the property line and hydrants, shall be performed in accordance with the Township document "Commissioning of Water Mains Information Sheet" as updated, 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 "). Township of Oro - Medonte Engineering Criteria Page 72 May, 2013 Page 312 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... The Contractor will assist the Township to obtain three consecutive successful tests (0 E -Coli, 0 coliform and 0 background) on three consecutive days before the watermain shall be considered passed. All sampling shall be done in accordance with the Drinking Water Systems O. Reg 170/03 under the supervision of the Township of Oro - Medonte representative. 4.5 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 73 May, 2013 Page 313 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.5.2 Geometric Design Requirements Table 1 - Township of Oro - Medonte Engineering Criteria Page 74 May, 2013 Page 314 of 417 Road Classification Residential Industrial Arterial Local Collector Local Collector 4 Lane 5 Lane Design Element ROW Width m 20.0 23.20 23.20 26.0 30.0 30.0 Road Width m face of curb 8.5 10.66 10.66 8.0 14.0 18.60 Design Speed (km /h) 50 60 50 60 80 100 Posted Speed (km /h) 50 60 60 Stoppinq Si ht Distance (SSD) 65 85 65 85 135 185 horizontal curve radius m 90 130 90 160 340 440 maximum grade % 6 6 6 6 6 6 minimum grade 0.5 0.5 0.5 0.5 0.5 0.5 vertical curve - minimum 'K' crest curve 6 1 6 6 1 6 6 6 sag curve - unlit 12 1 18 12 1 18 30 45 sag curve - illuminated 5 1 12 8 1 12 15 25 cross fall from centerline 2 0 Standards at Intersections Intersectin q Roads Design Element local local local collector collector collector collector arterial arterial arterial intersection angle (degrees) 70 -110 70 -110 70 -110 80 -100 80 -100 curb radius - minimum m 10 10 10 15 18 daylight rounding - min. m Note 1 5 5 " max grade for through road % 3.5 3 3 2 2 tangent on approach (from limit of da li htin - min m 30 50 60 75 75 NOTES: 1. Daylighting requirements for all other intersection types shall be designed by the Consultant according to each particular situation 2. Design must consider requirements of other Road Authorities (MTO, County) where applicable Township of Oro - Medonte Engineering Criteria Page 74 May, 2013 Page 314 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.5.1.1 Horizontal Curves Horizontal alignment is to conform to the requirements as outlined in Table 1. 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 Curves All points of grade change in excess of 1 % shall be designed with vertical curves as outlined in the current Ministry of Transportation of Ontario publications. The minimum visibility curves 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 Backfall 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 Curb 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 5.0 m x 5.0 m triangle. For Township roads intersecting County roads, the minimum daylighting requirements 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). 4.5.2 Cul -de -Sacs The use of cul -de -sacs in the design of new subdivisions shall be avoided whenever possible. Township of Oro - Medonte Engineering Criteria Page 75 May, 2013 Page 315 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Cul -de -sacs must be minimum 90.0 m and maximum 400.0 m in length. 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 Driveway entrances shall conform to the Township's Zoning By -law. For residential properties only one entrance is permitted per lot. Minimum Driveway Design with Curbs 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 - 225 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 76 May, 2013 Page 316 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 m and the minimum diameter shall be 400 mm. Residential driveway culverts larger than 7.0 m shall require Township approval. 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. All driveway culverts shall have ends protected with pre- manufactured galvanized metal end sections as provided by Armtec or similar. The construction of driveway headwalls at each end of the driveway culvert will not be permitted, unless otherwise approved by the Township. 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 6 %. 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. Rural entrances shall be in accordance with OPSD 301.010 and OPSD 301.020. Township of Oro - Medonte Engineering Criteria Page 77 May, 2013 Page 317 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Drivewav 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 1.5 m. 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. Joints between existing and new asphalt to be sealed with Denso Re- instatement Tape. Work shall not commence until the Township has been notified. Before making detours, permission is required from the Township of Oro - Medonte Transportation Services 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 Township of Oro - Medonte Engineering Criteria Page 78 May, 2013 Page 318 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... thickness of the pavement section shall be determined from: (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 OPSS 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 - OPSS HL3; - for Arterial Roads OPSS HL1. OPSS Granular `A' and Granular `B' materials shall be used for road construction. 4.5.6 Top 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) 50% of the dwellings have received provisional Occupancy Certificates. (3) all undeveloped lots are rough graded in accordance with the approved lot grading plans; Township of Oro - Medonte Engineering Criteria Page 79 May, 2013 Page 319 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... (4) all service connections for multiple - family, commercial, institutional or other blocks are installed; and (5) the approval of the Township is obtained in writing. 4.5.7 Curbs and Gutters In general all new Township streets shall be constructed to an urban cross - section, with mountable curb and gutter to OPSD 600.030 on local roadways and barrier curb and gutter to OPSD 600.010 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 `B' material compacted to 95% Standard Proctor Density will be required as a base for all curb installations. Provide a 0.9 m wide asphalt apron immediately behind the curb in all locations. Minimum grade on curb is 0.75% desirable, 0.5% absolute minimum. 4.6 Street Name 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 Name Signs All street name signs will be supplied and installed by the Developer, with all costs paid by 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 Township of Oro - Medonte Engineering Criteria Page 80 May, 2013 Page 320 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... drawings, the location must be in conformance with the Ontario Traffic Manual or the Highway Traffic Act Regulations for Ontario. 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 degrees 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. 4.7 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 81 May, 2013 Page 321 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.8 Traffic Signals Traffic Signals are to be designed on individual site - specific bases and in accordance with the 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 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. The maximum allowable spacing between lights shall be 60 m or as approved by the Township. Adequate illumination at all intersections must be provided. No street lights should be placed within 3.0 m of a transformer. Staggered arrangement of Iuminaire 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 CSA Standard C22.2 No. 9, "General Requirements for Luminaires ". For local roads, luminaires shall be a minimum 70 Watt high pressure sodium lamp (100 Watt at intersections), manufactured by Durastar (Series 20). Township of Oro - Medonte Engineering Criteria Page 82 May, 2013 Page 322 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 7.35 m mounting height are to be direct burial type round concrete stresscrete #TEC- 30- BPR -CSA "Concrete Poles" complete with 2.4 m aluminium 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 Drawing No. 703. 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. 4.9.4 Decorative Street Lighting Upon specific request to the Township, decorative streetlighing may be considered on a case -by- case basis. Decorative streetlighting is to generally conform with the requirements of Section 4.9 and all sub- sections as previously described, with the following revisions: Poles to be Stresscrete Octagonal Class B- Medium Duty Pole, Eclipse Black (S11) polished concrete finish; Luminaires to be Crouse -Hinds Springdale 100 Watt high pressure sodium lamp, 120V, CWI ballast, black colour; Arm to be Aluminous 72" Decorative Scroll Arm, black colour; Power pedestal to be Pedestal Solutions Inc. Part #SLS Short Street Lighting Pedestal equipped with Square D 12 Breaker 120/240 VAC Single Phase Panel. Township of Oro - Medonte Engineering Criteria Page 83 May, 2013 Page 323 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 4.10 Pedestrian Ways 4.10.1 Sidewalks The Developer may be required to design and construct 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 installed at locations as shown on the typical road cross sections. The width of sidewalks for streets is 1.25 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 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 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 at locations as shown on the Township's Road Cross - Section Standard Drawings. 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, 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. Township of Oro - Medonte Engineering Criteria Page 84 May, 2013 Page 324 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 may 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); 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 50 mm HL3 asphalt; 200 mm granular A base compacted to 95% SPDD. 4.11 Fencing Fencing shall be in accordance with the most recent requirements and specifications of the Township as shown on the standard drawings. Township of Oro - Medonte Engineering Criteria Page 85 May, 2013 Page 325 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Fencing is required: alongside 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 lands; 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: Adjacent Land Use Fence Height (m) Parklands /Woodlands 1.2 Public Walkways 1.2 in front of dwellings 1.8 between dwellings and rear yards Pools as per Township Pool By -law All chain link fencing shall be galvanized. 4.12 Lot Grading 4.12.1 General Requirements 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 Township of Oro - Medonte Engineering Criteria Page 86 May, 2013 Page 326 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 corners of the lot and intermediate 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 Township of Oro - Medonte Engineering Criteria Page 87 May, 2013 Page 327 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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; 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 1/6) 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. Township of Oro - Medonte Engineering Criteria Page 88 May, 2013 Page 328 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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%. 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; Township of Oro - Medonte Engineering Criteria Page 89 May, 2013 Page 329 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 and 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. 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 Walls 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 400 mm 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. Township of Oro - Medonte Engineering Criteria Page 90 May, 2013 Page 330 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. 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: Township of Oro - Medonte Engineering Criteria Page 91 May, 2013 Page 331 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Easement Dedications Rear and side yard swales designed to convey external or Township drainage. Block Conveyances 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). Where underground services are required beyond the limits of a subdivision or site plan. 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. 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. The minimum width of permanent easements for lot drainage swales shall be 6.0 m. 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 m 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 Township of Oro - Medonte Engineering Criteria Page 92 May, 2013 Page 332 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3.0 m platform widths on both sides. Blocks of land will not be considered as part of parkland dedication requirements. 4.13.3.1 Storm and Sanitary Sewer Mains The minimum width of blocks for storm and sanitary sewers shall be in accordance with the following: Size of Pipe Depth of Invert Minimum Width of Block 250 to 375 mm 3.0 m maximum 6.0 m 450 to 675 mm 3.0 m maximum 6.0 m 750 to 1500 mm 3.0 m maximum 6.0 m 1650 mm and up 4.0 m maximum 4.0 m plus 3 times O.D. of pipe Where two pipes are to be located on one block, the minimum width of block shall be the width of block required for the larger of the two pipes plus 1/2 the width of block for the smaller pipe, rounded to the next 1.0 m increment. Additional block width may be required to ensure adequate separation between the two pipes and a minimum separation of 3.0 metres between the block limit and the nearest pipe. 4.13.3.2 Storm Connections for Rear Yard Catch Basins The minimum width of blocks for leads to rear yard catch basins shall be 5.0 m 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 block. 4.13.3.3 Watermains The minimum width of blocks for watermains shall be in accordance with the following: Size of Pipe Depth of Invert Minimum Width of Block Up to 600 mm 3.7 m maximum 6.0 m 675 mm and up 3.7 m maximum 9.0 m 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 (ESCP) 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 Township of Oro - Medonte Engineering Criteria Page 93 May, 2013 Page 333 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... of silt, both overland and via the municipal storm sewer system, or into treed and / or 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, LSRCA, MNR and DFO, where applicable. 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 5 days of inspection. Typical accepted measures to mitigate erosion during construction are as follows: Township of Oro - Medonte Engineering Criteria Page 94 May, 2013 Page 334 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 300 mm of the outlet lead. Township of Oro - Medonte Engineering Criteria Page 95 May, 2013 Page 335 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 450 mm thick, 30 m long and 5 m wide. The first 15 m from the entrance /exit shall be constructed with 50 mm clear stone. The remaining 15 m shall be constructed with 150 mm 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 0.5 m 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 swales, 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. Township of Oro - Medonte Engineering Criteria Page 96 May, 2013 Page 336 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 augured 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). Electrical distribution systems shall not be constructed over the watermain. 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. All community mailbox facilities must be provided with a paved single lane layby and a streetlight. Any temporary placement of post boxes must be placed in accordance with the approved final location. Township of Oro - Medonte Engineering Criteria Page 97 May, 2013 Page 337 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 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 in each lot, 2.0 m from property line 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. 4.19 Parkland Development Services 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. Township of Oro - Medonte Engineering Criteria Page 98 May, 2013 Page 338 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Where required by the Township, underground primary or secondary electrical cables shall be placed from the road allowance to designated locations within parkland. 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 to Township Standards until "Final Acceptance ". Security for landscaping will be held by the Township for 12 months following "Final Acceptance ". Township of Oro - Medonte Engineering Criteria Page 99 May, 2013 Page 339 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 5 Geotechnical 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 hole -by -hole Township of Oro - Medonte Engineering Criteria Page 100 May, 2013 Page 340 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 1.0 m below finished grade and deeper has been sufficiently compacted to assure a minimum bearing capacity of 75 kPa and a 98% Standard Proctor Density. Township of Oro - Medonte Engineering Criteria Page 101 May, 2013 Page 341 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 6 Site 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 and Site Plan Bylaw, 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. Township of Oro - Medonte Engineering Criteria Page 102 May, 2013 Page 342 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Submission Sets Five (5) Site Plan drawing sets and supporting calculations shall be submitted to the Township, for approval, comprised of the following: 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 6.3.1 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 f) 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 Township of Oro - Medonte Engineering Criteria Page 103 May, 2013 Page 343 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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.) o) The reference benchmark (geodetic) used to establish vertical control and the site benchmarks to be used for construction. 6.3.2 Site Servicing Plan 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 tile -bed areas, including mantles (where required) 1) proposed wells and septic beds to be decommissioned; m) illumination standards 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: Township of Oro - Medonte Engineering Criteria Page 104 May, 2013 Page 344 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... a control device (orifice) must have a diameter of no less than 75 mm in order to prevent clogging of the opening; control devices shall be installed on the upstream side of the maintenance hole; 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 Servicing 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. Township of Oro - Medonte Engineering Criteria Page 105 May, 2013 Page 345 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... d) Where requested, easements for utilities shall be provided at no cost to the utility company. 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 106 May, 2013 Page 346 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 km /h 40 50 60 70 80 Township of Oro - Medonte Engineering Criteria Minimum Sight Distance metres 45 65 90 120 150 Page 107 May, 2013 Page 347 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 6.3.5 Landscaping Requirements A Landscaping Plan shall be prepared by a qualified Landscape Architect if required by the Township. The Developer may request jointly obtaining a Landscape Architect with the Township (costs to be borne by the Developer). 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. 6.5 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. 6.6 Final Inspection 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. Township of Oro - Medonte Engineering Criteria Page 108 May, 2013 Page 348 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 Streetscape 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 for 12 months after Final Acceptance and Assumption of the Subdivision. 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 for 12 months after Final Acceptance and Assumption of the Subdivision. 7.3 Maintenance Agreement for Naturalization Areas Carrying out a maintenance program 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; Township of Oro - Medonte Engineering Criteria Page 109 May, 2013 Page 349 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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 110 May, 2013 Page 350 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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. Revision Date 100 Miscellaneous 120 Service Location — Single Family Residential November, 2012 121 Service Location — Semi - detached Residential November, 2012 122 Service Location — Freehold Townhouse Units November, 2012 123 Service Location — Commercial, Industrial and Multi- Residential November, 2012 124 Supports for Water Mains and Sewers Crossing New Trenches November, 2012 125 Supports for House Connections and Catch Basin Leads November, 2012 126 Sanitary Sewer Cleanouts November, 2012 127 Municipal Address Number Sign Location November, 2012 200 Roadways 203 Rural (Paved) — Local Residential November, 2012 205 Rural — Residential Cul -De -Sac November, 2012 206 Rural — Temporary Turnaround — Residential November, 2012 208 Urban — Local Residential November, 2012 209 Urban — Collector Residential November, 2012 210 Urban — Major Collector — Residential and Industrial November, 2012 211 Urban — Local Industrial November, 2012 212 Urban — Residential Cul -De -Sac November, 2012 213 Urban — Industrial Cul -De -Sac November, 2012 214 Urban — Temporary Turnaround - Residential November, 2012 215 Urban - 900 Bulb Detail November, 2012 217 Standard Street Sign November, 2012 220 150 mm diameter Subdrain Detail November, 2012 Township of Oro - Medonte Engineering Criteria Page 111 May, 2013 Page 351 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 300 Walkways, Fencing 301 Chain Link Security Fence November, 2012 302 Wood Privacy Fence November, 2012 310 Concrete Sidewalk November, 2012 311 Pedestrian Walkway — Concrete November, 2012 312 Pedestrian Walkway —Asphalt & Limestone November, 2012 313 Vehicle Access / Pedestrian Walkway Gate November, 2012 320 Driveway Approach Paving for Residential Driveways November, 2012 321 Driveway Approach Paving for Commercial, Industrial and Apts. November, 2012 400 Lot Grading 401 Typical Legend for Lot Grading Plan November, 2012 402 Front Lot Drainage November, 2012 403 Rear Lot Drainage November, 2012 404 Rear Lot Drainage for Walkout or Back Split House November, 2012 405 Front Lot Drainage for Front Split House November, 2012 500 Drafting /Notes 501 Standard Plan Sheet November, 2012 510 General — Construction Notes November, 2012 511 Notes — Storm Sewers November, 2012 512 Notes — Sanitary Sewers November, 2012 513 Notes — Water Mains November, 2012 514 Notes — Roads November, 2012 600 Silt Control 602 Sediment Control Measure at Catchbasins and November, 2012 Catchbasin Manholes 603 Construction Entrance Mat November, 2012 700 Street Lighting, Utilities 701 Joint Utility Trench and Road Crossing Sections November, 2012 702 Horizontal Type Luminaire November, 2012 703 Street Light Pedestal November, 2012 705 Access Culverts for Fire Hydrants and Hydro Transformers November, 2012 Township of Oro - Medonte Engineering Criteria Page 112 May, 2013 Page 352 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 800 Water Main 801 Method of Insulating Water Main November, 2012 802 Hydrant Barrier November, 2012 803 Air Release Valve in Chamber November, 2012 804 Tracer Wire Arrangement at Valve Box for P.V.C. Water Mains November, 2012 805 Corrosion Protection for Tracer Wires on P.V.C. Water Mains November, 2012 810 Water Meter Installation Package November, 2012 820 Temporary Connection for Watermains November, 2012 821 Polyethylene Water Service Connection Detail November, 2012 822 -1 Heavy Duty Yard Hydrant November 2012 822 -2 Heavy Duty Yard Hydrant November 2012 1100 Landscaping 1101 Deciduous Tree Planting November, 2012 1102 Coniferous Tree Planting November, 2012 1103 Shrub Planting November, 2012 1110 Standard Park Sign November, 2012 1111 Park Safety and Regulation Sign November, 2012 1115 Removable Bollard November, 2012 1116 Timber Bollard November, 2012 Township of Oro - Medonte Engineering Criteria Page 113 May, 2013 Page 353 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... EI E �E N �O I N m U I O UI Z a a W E�EIE !(p l�pl� I wU > m I_•I 0i �W I f w c O VQ1 I l�l I CJ I al A I= �� I a Im Pl1 P/L __L —__ 1�L CLEAN OUT SHUT -OFF i I VALVE E yII 2.5m N �I STORM SEWER STM MH C L ROAD 11. SANITARY SEWER _._._._._ ♦ SAN MHI i WATERMAIN HYD & WV LOT PAL - - -- - -- -- -- - - - - -- U_ U w V1 K N FINISHED ORA[ W Z X 1 < 31 m Z a E E m 2.5m ^ m E E N O N n E 0.5m MIN. n 600mm MIN. SECTION A -A SCALE: NTS �[6i1*►0 1. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. 2. UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR STORM DRAIN CONNECTION SHALL BE 150m0 INSTALLED AT A MINIMUM GRADE OF 2% FROM THE STORM SEWER TO THE BUILDING ENVELOPE. 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.Om BELOW FINISHED GRADE AT LOTS. 5. CLEANOUT AND SHUT -OFF VALVES TO BE PLACED ON PROPERTY LINE. 6. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE DRAW: DRAWN: SERVICE LOCATION STD. No. SINGLE FAMILY RESIDENTIAL DATE: 2012 SCALE: NTS 120 Page 354 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... C L C L SEMI — ETACHED C/L SEMI— ETACHED L T LOT Lt T I E E El f col �o l E I E m ^E 0E I I U O I E I I o IN IN I UI Q tWj I I (WjI i I< ail a l m Lnn UQ� i m I<o! o I °I =I >cn I >`n I 010 fn ¢rw Fw I U Q IAA A A3 A P /L-- — -- --— I — - - -- CLEAN OUT SHUT —OFF CLEAN OUT SHUT —OFF i I VALVE VALVE I III II STORM SEWER ST C L ROAD ♦SAN MH SANITARY SEWER WATER MAIN 1 HYD T & WV P /L - - -- — - - - - — — TI -- - - - - -- C/ L SEMI—DETACHED °J U L T ti y FINISHED GRAD �11 m ? ¢ E E 2.5m 0 o N r E 0.5 MIN. n 600mm MIN. NOTES: SECTION A —A SCALE: NTS 1. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. 2. UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mO INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. P.V.C. PIPE TO BE WHITE. 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.Om BELOW FINISHED GRADE AT LOTS. 5. CLEANOUT AND SHUT —OFF VALVES TO BE PLACED ON PROPERTY LINE. 6. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE SERVICE LOCATION SEMI DETACHED RESIDENTIAL APR'D: DATE: 2012 DRAWN: SCALE: NTS STD. No. 121 Page 355 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... TOWNHOUSE TOWNHOUSE TOWNHOUSE TOWNHOUSE I UNIT UNIT UNIT I UNIT I I w } S ri . 1,P 00 o°I I a ° m 3 al gK a iU o° U W Q E n N M M DETAIL 'A' I a -- -1- - -- III I j SEE III yyyy I SEE DETAIL 'A' 'A' I 'A' Q 7 L .G. I II a DETAIL 'B' w w N w ? I I E E E Z of o ow I I E ° i � 2w I a ro o E O I I N N > N FINISHED GRADE I I O Q 7 L .G. I II a DETAIL 'B' LT -i—WATER MAINL HYD & WV SEE DETAIL 'B' R STM MH NEE.— 1. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. 2. UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mm0 INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. P.V.C. PIPE TO BE WHITE. 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.Om BELOW FINISHED GRADE AT LOTS. 5. CLEANOUT AND SHUT -OFF VALVES TO BE PLACED ON PROPERTY LINE. 6. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE DRAW DATE: 2012 DRAWN: SCALE: SERVICE LOCATION STD. No. 122 FREEHOLD TOWNHOUSE UNITS Page 356 of 417 E PAL E E E v E ° ° E U O N E O I I N N > N FINISHED GRADE I I �1 s w w N w ? a 31 E E N 2.5m n °� w F w °E ~ ZzQ Qza a 0.5 MIN. I I E " 600mm MIN. \ I I E 2 5m I�1.Om SECTION A —A PAL SHUT -OFFT CLEAN CLEAN SHUT -OFF VALVE I OUTS OUTI (VALVE SCALE: NTS NOTES: DETAIL 'C' SCALE: NTS 1. SERVICE TO EXTEND 1.5m INSIDE PROPERTY LINE. 2. UNDER NO CIRCUMSTANCE SHALL SERVICES CROSS ONE ANOTHER. 3. THE MINIMUM SIZE FOR SANITARY LATERALS SHALL BE 125mm0 INSTALLED AT A MINIMUM GRADE OF 2% FROM THE SANITARY SEWER TO THE BUILDING ENVELOPE. P.V.C. PIPE TO BE WHITE. 4. ALL UNDERGROUND SERVICE CABLES TO BE PLACED MINIMUM 1.Om BELOW FINISHED GRADE AT LOTS. 5. CLEANOUT AND SHUT -OFF VALVES TO BE PLACED ON PROPERTY LINE. 6. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE DRAW DATE: 2012 DRAWN: SCALE: SERVICE LOCATION STD. No. 122 FREEHOLD TOWNHOUSE UNITS Page 356 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... VALVE RESTRAINED BY ANCHOR TEE OR RESTRAINING RODS TO WATERMAII VALVE LOCATION FOR WATER SEF MORE THAN 50mm VALVE RESTRAINED BY ANCHOR TEE OR RESTRAINING RODS TO WATERMAIN SHORT SIDE CONNECTION LATERAL E M MAX. MAINTENANCE HOLES NARRANTED :RLINE OF LOT FOR WATER SERVICE -QUAL TO 50mm SERVICE MAINTENANCE HOLES WHERE WARRANTED �\4. FIRE E VALVE CENTERLINE OF LOT LIN I ¢ 1 Om of UI MINIMUM N I � � w w N 3 w N U LONG SIDE CONNECTION I1. SERVICE LOCATIONS TO BE CONFIRMED WITH THE TOWNSHIP OF ORO- MEDONTE. N0. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS SERVICE LOCATION - COMMERCIAL, STD. No. 123 INDUSTRIAL AND MULTI - RESIDENTIAL Page 357 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 0 ro O N Z 2 U = Z � Q w a U � c� 600 ' NEW SEWER OR WATER MAIN CLEARANCE GREATER THAN 1200 TIMBER OR STEEL BEAM - ± DTH OF OF ADEQUATE SIZE TRENCH GROUND ELEVATION I I TEMPORARY HANGERS RUN PACTED TO )ENSITY .._.. __.._.. _., WATER MAIN- I SECTION LONGITUDINAL SECTION CLEARANCE NOT GREATER THAN 1200 DO NOT REMOVE `HANGER UNTIL BACKFILLING OPERATIONS REACH - THIS POINT 1 d O S O.D. +600 +H NOTES: 1. THIS DETAIL TO BE USED IN DRY STABLE CONDITIONS ONLY. 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. N0. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE APR'D: DATE: DRAWN: SCALE: NTS NTS SUPPORTS FOR WATERMAINS AND STD. No. 124 SEWERS CROSSING NEW TRENCHES Page 358 of 417 TIMBER STE BEAM WIDTH OF TRENCH OF ADEQUATE Z SI GROUND ELEVATION TEMPORARY DO NOT REMOVE i HANGERS ANGER UNTIL ACKFILLING PERATIONS REACH IS POINT SAND 300 I EXISTING SEW MINIMUMi OR WATER M300 4JR 19mm CRUSHER RUN UNSHRI NKABLE FILL LIMESTONE COMPACTED 95% PROCTOR DENSITY Q = U Q Z OO 1 0 ro O N Z 2 U = Z � Q w a U � c� 600 ' NEW SEWER OR WATER MAIN CLEARANCE GREATER THAN 1200 TIMBER OR STEEL BEAM - ± DTH OF OF ADEQUATE SIZE TRENCH GROUND ELEVATION I I TEMPORARY HANGERS RUN PACTED TO )ENSITY .._.. __.._.. _., WATER MAIN- I SECTION LONGITUDINAL SECTION CLEARANCE NOT GREATER THAN 1200 DO NOT REMOVE `HANGER UNTIL BACKFILLING OPERATIONS REACH - THIS POINT 1 d O S O.D. +600 +H NOTES: 1. THIS DETAIL TO BE USED IN DRY STABLE CONDITIONS ONLY. 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. N0. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE APR'D: DATE: DRAWN: SCALE: NTS NTS SUPPORTS FOR WATERMAINS AND STD. No. 124 SEWERS CROSSING NEW TRENCHES Page 358 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 0.91m MIN. BEARING HOUSE CONNECTION OR CATCHBASIN LEAD TRENCH WIDTH NOT TO EXCEED 3.05m SEE NOTE NOTE: BEARING LEDGES TO BE HAND DUG m MIN. BEARING REINFORCED CONCRETE SLAB SEE DETAIL BELOW x 200mm PUNCHEONS U _200mm x SPREADERS BE IN THE PIPE BEDDING INSTALLED IN TRENCH UNDER CONNECTION NECTION BEFORE FORMING CONCRETE BEAM. WHEN DIRECTED BY THE ENGINEER. 0.10 WIDTH OF TRENCH + 1.83m MINIMUM - - - - -- O.D. + 150mm 20MPa CONCRETE 3 -20mmo BARS MINIMUM COVER 50mm 15mm0 300mm BOTTOM FORM TO O.C. MIN. COVER 40mm BE LEFT IN PLACE REINFORCED CONCRETE SUPPORT FOR HOUSE CONNECTIONS AND CATCHBASIN LEADS WHEN WIDTH OF TRENCH EXCEEDS 1.52m BUT LESS THAN 3.05m NOTES: NOTE: WHEN WIDTH OF TRENCH EXCEEDS 3.05m METHOD OF SUPPORTING HOUSE CONNECTIONS AND CATCHBASIN LEADS WILL BE AS DIRECTED BY THE ENGINEER. HOUSE CONNECTION OR CATCHBASIN LEAD UNSHRINKABLE FILL TO SPRINGLINE. WIDTH OF SUPPORT TO BE O.D. AT BELL + 100mm PIPE BEDDING HOUSE CONNECTION OR CATCHBASIN LEAD 0.91 m 0.91 m MIN, MIN. SHIMS NAILED IN PLACE 200mm x 200mm O TIMBER ON FLAT PIPE BEDDING SUPPORT FOR CONNECTION CROSSING TRENCH WHEN WIDTH OF TRENCH IS LESS THAN 1.52m 1 .WHERE HOUSE CONNECTIONS OR CATCHBASIN LEADS CROSS A SEWER TRENCH, THEY WILL BE SUPPORTED ON A NEW 20mm x 200mm TIMBER WHICH HAS A MINIMUM BEARING OF 0.91M AT EACH END ON UNDISTURBED GROUND. CONNECTION MUST BE PROPERLY SHIMMED OR BEDDED ON 20MP. CONCRETE FILL TO SPRINGLINE AS PER DETAILS. 2. TO BE USED WHEN INSTALLING SEWER OR WATERMAIN ON EXISTING R.O.W. 3. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS. 4. FOR ALL CROSSING OF GAS MAINS, CONTRACTOR TO CONTACT GAS COMPANY FOR LOCATES AND INSPECTIONS. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE IDRAW : SCALE: 20122012 DRAWN: SCALE: NTS SUPPORTS FOR HOUSE CONNECTIONS STD. No. 125 AND CATCH BASIN LEADS Page 359 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... SURFACE CLEANOUT I-'KUr ILL RUNNING CLEANOUT NInTCC. PIPE PLAN 162 ULAR 'A' RUBBER GASKET GALVANIZED m OR BRASS PROFILE TICTAII ° A 2, 1. ALL FITTINGS TO BE APPROVED CAST IRON OR EQUIVALENT FOR LID. SWEEPS AND TEES TO BE PVC. 2. WHEN CLEANOUT IS LOCATED IN A DRIVEWAY A BRASS CAP IS REQUIRED. 3. CONCRETE CRADLE SHALL NOT BE USED FOR P.V.C. PIPE. 4. SANITARY SEWER CLEANOUTS SHALL BE PLACED WHERE LATERAL SERVICES EXCEED 30m IN LENGTH WITHIN THE PUBLIC R.O.W. 5. WHERE PARTIAL BASEMENTS ARE CONSTRUCTED FOR DEVELOPMENT PROJECTS, ONE CLEANOUT SHALL BE PLACED AT PROPERTY LINE AND ONE PLACED 3.0 METERS FROM HOUSE. 6. CLEANOUTS SHALL NOT BE PLACED IN REGISTERED EASEMENTS. 7. ALL DIMENSIONS ARE IN MILLIMETERS EXCEPT WHERE NOTED. NO. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE IDRAW DATE: NTS DRAWN: SCALE: NTS SANITARY SEWER CLEANOUTS I STD. No. 126 Page 360 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... TOWNSHIP OF ORO— MEDONTE DRA'D: DATE: NTS DRAWN: SCALE: NTS MUNICIPAL ADDRESS NUMBER STD. No. 127 SIGN LOCATION Page 361 of 417 I I\ I I \\ I I \ I I \ wl \\ I I N a I E \. PROPERTY LINE I I I I \ 1 I I I f '1 I I I VARIES \ TYPICAL STRUCTURE (DWELLING) I o I °� I 4.Om I SIGN ZO JE w I ¢ I T f1.Om DRIVEWAY r / -- -- -- -- -- -- PROPERTY LINE II I I I I I % I E I I / Z NOTES. I wl JI I 1. SIGHT DISTANCE ZONE REQUIRES A MINIMUM DISTANCE I I w o OF 30m (100ft) EACH DIRECTION FROM SIGN ZS% INSTALLATION. I I 2. SIGN ZONE LOCATION PREFERRED TO BE CENTRAL TO FRONT OF HOUSE IE. LEFT OR RIGHT OF DRIVEWAYS. II 3. IF SIDEWALK EXISTING, THEN OFFSET t 1.Om I NO. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRA'D: DATE: NTS DRAWN: SCALE: NTS MUNICIPAL ADDRESS NUMBER STD. No. 127 SIGN LOCATION Page 361 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 362 of 417 N � O N Z M � Q o a w N 3N13 )dd3d02Jd o L Ja 1Sd3 b0 HinOS a Q 0 f -- > CO r i o wo ¢ E w mx z E O >W N uAd E � z J H Uo zx �.WL L Z M = O na iii Jz E E �u p = Q mw o� o o W a a o (!) w w x CD w W O o � o �• o (n o Q w a W r } E O z af U _Q 00 oQ Q 0 �JQm (n w w W E N = =QQQ b` " J a J W �_ z a-, IWn O (D W U O m 5 (n W W W < coof� w J J C.� CJ C, ° Lu D 0 Q� 3: of E E of o a z � OJ (n J O O O Q O QO Q S r7 N M W O > Q w � j O O J Q W - O E Z coil O H W O Q Q a_ OE O N O) CS OE rn E L(i O } O �\ W Z z E V/ z = Z O_ \w / E M b� O o >- z Ww I O Q r,j O UQO O O E W (n Q U wow W z O OfzQ H of J M, aw z of W f- = a =) w or U d z W W c n Q O O E Q 0 J Q w Q w � v 0 z N O KU E my L'i O �Z Z wO W'Q J p of rZ =� �a WW �NQU O � Z= O_ Z N p� Q H o w 0 M F- -d W m' OUaF- z^ w �O� z� (nZ 0 omNZ J U w U Q Z Q J in< 3/Cldn O~ z� W g _j m U U O F_ Q W<:z z Z E MJ wNZZOwNQOf cn 'n ula �oO wmQU `n ¢ "'� wQ ~Ow0Ld Q S _ J Q w w �O (n 2 ~Q W zoz¢��z> = E o 0 0E- wQ�O_w -Ow � Q Z U Q Q O z 0 z 3N13 )dd3dONd > z w a v ( J 1S3M 2i0 H12i0N E (,ZjwQjUw�om z H M o 0a °��� Q�OE.w� j (n Jz JO JMd'r W Q E z Q J Q Q H S H O , ZEN M ViA (fl I� Page 362 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 6.7 1 6.6 6.7 20.00 NOTES: 1. DETAIL OF GRADING OF BULB AREAS OF CUL -DE -SAC TO BE SHOWN ON PROFILE DRAWINGS 2. CUL -DE -SAC DRAINAGE TO BE DIRECTED TOWARDS THE BEGINNING OF THE BULB. MINIMUM DITCH GRADE TO BE 2% 3. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE DRAW IDATE: NTS DRAWN: SCALE: NTS RESIDENTIAL CUL —DE —SAC STD. No. 205 20.Om ROAD ALLOWANCE 6.6m ASPHALT SURFACE Page 363 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 10.Dm X 15.Om EASEMENT 15.0 FrF I o I o I I I STREET LINE C/L DITCH I I ill SHOULDER I L/ O N 1% II EDGE OF ASPHALT �6� ~ L I 1.0 I DEAD END BARRICADE PER OPSD 912.532 N _CZL ROAD EDGE OF ASPHALT SHOULDER 0.3 RESERVE L ------ I II STREET LINE I I I I I LIMIT OF SUBDIVISION OR PHASE II Ra1msal I 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. NO. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE IDRAW IDATE: NTS DRAWN: SCALE: NTS TEMPORARY TURNAROUND STD. No. 206 RESIDENTIAL — RURAL Page 364 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... M 0 3NIl Aid3dONd 1SV3 NO HinOS r o i i r xx¢¢ "L < �» O z of O _ J < _UJ O r¢ d O Ja ~ > J ¢(n \ w r p r (J J J > Cn U) w > O O m O O I rrQO� 0 z Q m� Ma U O M W M W m O f)f W M U O Z H p C)0(o Ld Q M 1� M I, Y CD J z N a' O } (n N O 3NR AlN3dONd 1S3M NO H1NON M 0 xx¢¢ U) < �» M ¢¢z¢< M 00 =_oo EE E 00 p o F- Q Q U L_L_L1 U o 0 z Q m� Ma U O M W M W m O f)f W M U O Z H p C)0(o Ld Q M 1� M I, Y CD J z N a' O } (n N O 3NR AlN3dONd 1S3M NO H1NON M 0 Page 365 of 417 N U) ° N Z 00 O w > O F- Q Q U U o U) E rn o � O N W z Q = O Z Q . a Q Q cn U' O> W o ~ z F__ (� \ } U z z O 2 Z F_: ZJ O U C) W C) O J W m U W F- Q C,Jj Q m o m � Ww w �_ w U = o o O w <� �� Z O = C)U) Ca � O O U� a z r o J w Ioc o a ~ LL Q= O a I0__ z o o a 0 J u? o w o o Q o — ~ Qa OI Q (1) i d z `n o a o � QW U) U) a Z OQL—`(� w z �m O O ¢ Q J N U wQ a I H U = J p= W J O (n Z> a Z O � j D V1 N U, � >0 < Z O w O C) UOO NSZ (nOof O r (Y- a w Q Z \ a O 0< pw :� �� c�� Q D M w g O a a m z w O p QIE f)f Z W U)O a -O LJ "( — Q — O > I- �ww L Q:zzM02 ¢ J z Q �i C.�z JQJ a"S a N W W U J a O U W W: O Q Q O Z Z = w H OM �O U) it a O N O LY O U U) W Z w v w O� Q a 0 z O O U N _ Z U r Q Z Z Z O cna a�o�o (n in (p C' Z O ~ H Cr > U J F_ O w O a 0 U O Q O a W m U m Z N U a of ZO— NZ > Z O U r U Q U o= azz< <LOo O W= U- W J Z OJ a Q z W W W I w Z U5 Q O 3: W m J :z o <of W oN >Fa m � W p�W UISm VI Li a H W z a Qao3:F cn _N M 4L6(0r Page 365 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 366 of 417 N Cn O N Z o 3NIl Aid3dONd 1SV3 o NO HirIOS o Q o a U N IF - -- E o rn L- N W z > Q to = M Z Hw n � OZ � a Q Q in c=aO a OO Q Q C J Q o LLJ J = J> U U W C) W >_j w m U z Ld � ~~ q �O, Q z �� �o ' Z O O Q Z w> o Q 02 O �j Q O rn m O O J _ 7 W Q W J s m z w � LK LLI U w ~ Q Q Q o w � _ w0 L l r W O J N ¢¢zz N to (n W 2 o Q H ��� a F- ° xxEE LL oa w w W Q E E E E L O U Z O Od 0:: N o Q p Q EEoo Q °v voi'r ov Lq p O J H- � LLJ w o N > w U O� O Ln H _ W ooc- w Q a o _j LO Q J z Q o U ,=04 Lu a 00 ° w z §i ° } =N o Or Qa Z r- cQ n n Elf � WU ° w r . Q F-- w I W~ � i Q'W m= QW ZLA w � W Wp :z O U) Ln ¢ > Q D 00 � :2 mC Z D D !n m � NO Hz0 V) QF7 Q Li wzw O CK rn Q_ W.Z lnz< ZZm tY O Q 2i W w v O O o Z W U J W U w W D Q Q 0 Z O r 0 z O !n LL] O WOO � w H J 0:: 2 Cr Q= a- it H O !n If Z > _ o� Q� w U 0 ZOO �OU(n Z� O r F- Q� z Z Z co J � O � O LCJ O CD :z 0 Of > Lo Q w C) _J � Q Cn 0 Q � U p Q N W' D Z w H w�> N wmU zchl/1�z0� r 6� �� U zQ � F- Q U O Q a�QLno O z W S U- W J L, Z NO H1NON z w w of N° a Q 3NR 1S3M AlN3dONd N I Q U U m O O W J LLJ w W W Q 0 >� o o Of m m Lj F__Q LLJ o w (n S LO LLJ LLJ W H W J W Q J z N J W = LY O r z Q QQO3:F- m= N M t Lfi t0 r Page 366 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 367 of 417 N � O N � Z O 3W Jlb3dObd 1SV3 b0 H18ON 0 C; = =J > U U Q " a U N N L' 4 E LC) U ?� I� Z (n Z O WU N m m O Q In M N 00 N Q Q �� HM OM W z M �J Z 4 > Q to LO _J UW 2 Z H Q - -- Q Q O cn W U W Z W 0 Z Q \ Q 0 in ' ° O r F_ F J J J = '0 F- :2 z W F_: Q 0 J = < Qa a' Q F_a W Q W E F- LJ Q J a J a a > Q m W J I H W Q Q Q Z Z Q Q m m U O (n U U Z Lai w JLX)00 �O Z W 0 0 O O�O�m t SSS EEEEE } �Of H Q w a O } �ZO� w E00 N O O W of a O Da JZpa OOU') 0 F_ LLJ U) M H to = O 0 Q.Q � z 0 Q LL_ U J � rn Q o ao Q Q of 0 Q O o o Ln W O z° L- J n p of O of o N w Q U) 0 0 } C O wLd� Ln O w C)�° Zoo � o o z E � a z a z UOU 0 } Z a�N > � QQO J o= W N O o O Z� ~ O °wUWm0 p w Z w mC) I Q Z O Q S Z O R r U a N M } J v'a Ow L''� ~ a Q OaZ O F_ H ZQ Zmz D Vl Vl(n0 aoo> D [=i J QW WQ~ WZw UQ a J m mm In Zp ZZm a' 2i UZ Q ° j H w UJ m= U) a nw W UJ a_ C) =aw � $3� U7 =���Z H �00(nmm V)i _10 LL OmO�Q ~a~ m a Cn z LL, ( J U z _j � a 0 w z - - - -I za°�ojzz QQc o ° p �u)ia U' Z p to �I r L -- - I a3noo wo L' m � Q (~n O Q z U} m F- � --- l' l w =J w U w S r o o Q a' > UJ (n U J � 'n D } > 0 Um ZQ Z zz- cnw�?> M N O a.0 QQ OSYp� m � tp N H� LLJ af rU ��Q U U a a O _J ° � 0=0 a- � Ow > O z N w J 3NIl .1b3dObd 1S3M b0 Hinos N Q °w m U o w z W - z a 5 W o w W= W N 0 a J z a J~ W w 0 0 _j z Q 000?iF- N M 4 Ln O Page 367 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 368 of 417 N V) O N Z o w > 3NIl Xi1J3dOdd 1SV3 dO H1f10S iT ° o N o o ° O w O JZ JL L r7 Q = O z 3 ° � � x � ~ d < = J of } > Q 00 UO Q Q° W _Od J QV) =J; U J W z W H W m U ° Q Of co O H z z} j O Z H O o Q O= Q O U DO o F F F- U W J U) W Ld w CQ� U p m z U Q N N ° a O oz QQJ r7 U) z z Ofa W W Z z x O < = J� o w w a LL ° (A EEEE EEoo w H O U Q ° 0 J Q ° Q w > ° Q c U v°��°n0o N O W H ° U1 U) n L U N I� ° m c3 O —L = O J N ° w Q Q o O w U) Q d ° Z ° m � m x Z Q (D Q Q N w Q V1 :S CK z m F- w ° O C) O O V! W Ld ° > Or 0> LLI m Q N F~ Ib� N] II+ z Q O L` Q w w Oz O p x VlS (n W H d'wQ N �W ZUOm H NQW ZQp U Z\ = H z o o m= Q g U° z O D a m~ J 4 0 �o C) CD fl vx i� �o n z �toodr ° °`n ° Of <r�� wQ ~W°zW 0¢ coq CO n zQZZ d Q _j ' z W U J d U Q z m = �O W > ° rn w O �UmQ r w Q ° N H��Up ° UI Z > JUZ _j � Q O W z Z o Ln F-Fa°� z (nQ Qm0O in o w °F�z N ¢ w Q UJ > F -0,zHU O Q W 0 Z w F- . :2 Ld m> N U) U g } N Ikf z °zNZ VI z > z w ~ °� wQao =JOr U Z° m HU�� Q U dO HiaON 02 Q zz Q m 2, Q ° W2 U1 W J Z V) QUO= ° d Q zo L" L, W J O Z 3NP Ail DdObd 1S3M ° a� w >° zoo m (n W �_ fkfww W ° W (1) = LL, U) a F w O w J zU)JLi x z Q �QQo x N M 't t1i (6 Page 368 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... PROPERTY LINE ROAD n m EDGE OF PAVEMENT BACK OF CURB N 1.0 1.5m CONCRETE tDIEWALKi TYPE 'A' Alternate s/w location if no walkway at end of Cul —de —sac PROPERTY LINE NOTES: 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. 2. MINIMUM GUTTER GRADE 0.75 %. NO. I REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS URBAN — RESIDENTIAL CUL —DE —SAC 20.Om ROAD ALLOWANCE STD. No. 212 8.5m ASPHALT SURFACE Page 369 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... SYMMETRICAL PROPERTY LINE NOTES: 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN 2. MINIMUM GUTTER GRADE 0.75% 3. CUL -DE -SAC DRAINAGE TO BE DIRECTED TOWARDS BEGINNING OF BULB. 1 NO. I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE IDRAW: IDATE: 2012 DRAWN: I SCALE: NTS INDUSTRIAL CUL —DE —SAC STD. No. 213 26.Om ROAD ALLOWANCE 7.Om ASPHALT SURFACE Page 370 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... ___STREET LINE __— CONCRETE SIDEWALK CONCRETE CURB ° n � CA ROAD CONCRETE SIDEWALK STREET LINE ° _10.0m 9.0m EASEMENT i I II 9.0 I I II II i I I d N 4)� N 1% �iN N 6� N 6.0 NOTES: 1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. 2. GUTTER TO BE DETAILED ON ENGINEERING DRAWINGS. MINIMUM GRADE TO BE 1%. 3. THE LOCATION OF SIDEWALK TO BE DETAILED ON THE ENGINEERING DRAWINGS. 4. ALL CURB RADII ARE TO FACE OF CURBS. I I II II •0 1.0 II rDEAD END BARRICADE IPER OPSD 912.532 II II II II 0.3 RESERVE FINAL REGISTERED LOT 1 NO. I REVISION I APR'D I DATE I LIMIT OF I � SUBDIVISION II I TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS TEMPORARY TURNAROUND STD. No. 214 RESIDENTIAL — URBAN Page 371 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 372 of 417 N O !n N z LO f Li N W H Q m Q U } Q N a W O Z z Q Z o� o W Q �/ J Q Q v , m W D O Q G.J Z 0 O H �I Q W H W Q UU W O w �of Z Df (n J o O Q m QQ 0' Z z a� J a = J LO J h LL D [ N 0 '9 0'9 OL'9 0 Q m E m 0 E O L Y W �} Q �Q c� Q °co I W W = L J W ~~ V/ ( n J Q a Q Q z W d Z H w U w n � 3' U O of I Z U = W Q — U w g o z U 1 Q Q Q to LO N � O Z N pr7 W N I Q M � a a O• I icy o OS` °d N w af z -3o25 Page 372 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 373 of 417 (Ra -1 ) STOP STOP SIGN E r REGULATORY SIGN w STREET NAME 0.3m SIGN Lq N o 2.0 TO 4.0 m LO P L J P L 0.3m ° TRAFFIC LANE MAJOR EDGE OF STREET ASPHALT P L PA 2.Om STREET NAME REGULATORY SIGN (YIELD W ° -3L) SIGN az STOP SIIGN) WARNING SIGN � Lq a N NOTE: FOR CUL —DE —SACS, A "NO EXIT" SIGN O F-- 2.0 TO 4.0 m � SHALL BE PLACED ON THE OPPOSITE SIDE OF THE ROAD AS THE REGULATORY SIGN POST, WITH 2.0m OFFSET FROM EDGE OF PAVEMENT TRAFFIC LANE NOTE: ALL REGULATORY SIGNS ARE TO CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS ARE TO UTILIZE HIGH INTENSITY REPRO— REFLECTIVE MATERIAL. TOWNSHIP OF ORO— MEDONTE 25mm 30mm ; a o 0 25mm LENGTH VARIES THE STREET NAME SIGN SHALL BE PAINTED GREEN WITH WHITE RETRO— REFLECTIVE LETTERING. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: DRAW: DRAWN: SCALE: NTS NTS STANDARD STREET NAME STD. No. 217 AND REGULATORY SIGNS Page 373 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... FINISHED ROAD SURFACE —\ 300 150 NOTES: ' 1. ALL CONNECTIONS TO BE MADE ON THE SLOTT ED P.E. PLASTIC D CORRUGATED UPSTREAM SIDE OF ALL CATCH BASINS. SLOTTED 150 MORTARED INSIDE AND OUTSIDE. PIPE WITH FACTORY 2. SUBDRAINS TO BE PLUGGED AT THE INSTALLED FILTER FABRIC 300 HIGH END WITH A MANUFACTURED PLUG. 1 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 �5 -150 um AND A MINIMUM \ THICKNESS OF 1mm. GEOTEXTILE OVERLAPPED TYPE 'B' MINIMUM 100mm \/ GRANULAR SUB— BASE �� COURSE 100 �\ i min..'..: GEOTEXTILE 19mm CLEAR STONE MAN 150mm 4 CORRUGATED SLOTTED P.E. PLASTIC 150 PIPE WITH FACTORY INSTALLED FILTER FABRIC 300 1 NO. I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE IDR IDATE: 2012 DRAAWW N: SCALE: NTS 1 50mm 0 SUBDRAIN DETAIL I STD. No. 220 Page 374 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3.Om BRACE PANEL 3.Om MAXIMUM 90mm O.D. END OR KNUCKLED TOP EDGE CORNER POST FASTENERS 460mm C —C 50.Omm O.D. PIPE RAIL E °w STEEL STRETCHER BAR m 60mm O.D. 5mx20mm LINE POST � XXX w (38mm) WIRE MESH E 09 GAUGE GALVANIZED L? w a_ 40.Omm D.D. BRACE u! N E ¢ FASTENERS 350mm C.C. o STRETCHER, BAR BANDS. -, 300mm C.C. ,3m mx20mm, MINIMUM SINGLE STRAND ALUMINUM — 5mmx20mm MINIMUM 6 I.W. N KNUCKLED N BOTTOM EDGE ".:_ €:y� 40mm .....x: x` CLEARANCE 20 MPa. CONCRETE IIL -/ - II 150mm IN M. TUBE 150mm 250mm TOP OF FOOTINGS TO BE 3DOmm SLOPED AT 85mm /m DROP TURNBUCKLE 20 MPa. CONCRETE IN SONO TUBE NOTES: 1. LENGTH OF POSTS 2. FASTENERS — 6 I.W.G. GALVANIZED STEEL OR ALUMINUM WIRE. 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.Omm DIA. STEEL WIRE, STYLE 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 STREETLINE AND THE FRONT OF THE DWELLING. FENCING HEIGHTS BEYOND THE FRONT OF THE DWELLING ARE TO 1.8m. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DRAW DATE: NTS DRAWN: SCALE: NTS CHAIN LINK SECURITY FENCE STD. No. 301 FENCE POST LOCATION 1.20m FENCE 1.50m FENCE 1.80m FENCE END, CORNER OR RESTAINING 2.30m 2.60m 2.90m LINE POST 2.D5m 2.36m 2.65m Page 375 of 417 LINE OF 15.q) A By -law to Adopt Engineering Standards and Drawings A... 50mm x 100mm ON EDGE n TOP AND BOTTOM _\ 2400 /"� on 150mm 25mm x 150mm SLATES WITH 25mm OVERLAPPED m 50mm x 100mm ON EDGE TOP AND BOTTOM 50mm x 100mm A TROWEL TO TOP OF FOOTING TO BE FASTENED TO WALL 150mm OPEN 100mm x 100mm SPACE POST SET IN CONCRETE FOOTING WITH SONO TUBE 25mm x 150mm TOP CAP a ° m 100mm ON EDGE 10�t i5D 100 1 25mm x 150mm -- SLATES OVERLAPPED of —T ° °° 50mm x 50mm 25mm x 150mm SLATES o m SEE NOTE 4 JI TO BE OVERLAPPED o TI 25mm C/L OF 100mm x 100mm POST SHOWN x 150mm ABOVE IN DASHED .n x 100mm &W,/,-50mm ON EDGE SECTION B -B 100mm x 100mm POST SET IN CONCRETE FOOTING WITH SONO TUBE t---] I__� NOTES: SECTION A -A 1. USE CONSTRUCTION GRADE 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 1.8m OR HIGHER 50mm x 50mm MUST BE USED AS SHOWN IN SECTION A -A. 5. USE GALVANIZED FENCE BRACKETS. 6. FOR WALKWAYS, THE FENCE HEIGHT SHOULD BE 1.2m HIGH BETWEEN STREETLINE AND FRONT WALL OF DWELLINGS ON ADJACENT LOTS AND 1.8m FOR THE REMAINDER. 7. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. NO. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS WOOD PRIVACY FENCE STD. No. 302 Page 376 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... STREET LINE 0 1.80m 1.80m CONTRACTIDN B B w JOINT SAW C E� E V A /� A UT w CUT PLAN VIEW 130mm .NORMAL 180mm "Ad°DRIV.EWA °Y$ LONGITUDINAL SECTION 131 mm SAW CUT ° ' 1 30m OR ... �•9.5m[n ° 180mm SECTION B —B SAW CUT JOINT DETAIL 130mm H < rim a °" .^ n 130mm OR 180mm ° SECTION A —A wl CONTRACTION JOINT DETAIL =kSO ROUND w 1.50m AS SPECIFIED 6mm ROUND v SOD SLOPE 20mm m 2Omm MINIMUM CURB m . 50mm /m MAXIMUM 90mm i i i i i TIC ......... SEE NOTE 2 �������. / ......... COMPACTED SUBGRADE TO 95% MINIMUM 100mm GRANULAR 'A' COMPACTED STANDARD PROCTOR DENSITY 100% STANDARD PROCTOR DENSITY BOULEVARD SECTION NOTES: 1. CONCRETE TO BE 25 MPc, 5 -7% 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 WIRE MESH. 3. SAW CUT JOINTS ARE ALSO REQUIRED WHERE SIDEWALK ABUTS OTHER CONCRETE STRUCTURES, WALKS, CURBS, UTILITY POLES, HYDRANTS, MAINTENANCE HOLES AND AT CERTAIN LOCATIONS AT DISCRETION OF THE TOWNSHIP OF ORO— MEDONTE. 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. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: DRAW DRAWN: NTS SCALE: NTS CONCRETE SIDEWALK STD. No. 310 E 0 1.80m 1.80m CONTRACTIDN B B w JOINT E� E V A /� A UT w SAW Page 377 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 1.2m TO 1.8m FENCE 150mm — 3( 150mm 3.0 n Ia PLAN NOTES: 1. ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. 2. SECURITY LIGHTING OF WALKWAYS MAY BE REQUIRED AT THE DISCRETION OF THE TOWNSHIP OF ORO— MEDONTE. 3. THIS DETAIL MAY BE USED FOR OVERLAND FLOW ROUTE. NO. I REVISION APR'D I DATE TOPSOIL (TYPICAL) TOWNSHIP OF ORO— MEDONTE IDRAW IDATE: NTS DRAWN: SCALE: NTS PEDESTRIAN WALKWAY — STD. No. 311 CONCRETE Page 378 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 3000mm 150mm LIMESTONE SCREENINGS COMPACTED TO 100% S.P.D. SLOPE TO DRAIN 2.0% MIN. vx SUBGRADE COMPACTED HEAVY GEO- TEXTILE TO 95% S.P.D. FABRIC LIMESTONE WALKWAYS 50mm HL3 ASPHALT COMPACTED TO 98% S.P.D. BLEND PATH EDGES TO 3000mm MEET WITH EXISTING GRADE. EDGE OF ASPHALT TO BE CROSS SLOPE MIN. 2.0% IN THE DIRECTION TAMPED TO 45' ANGLE OF THE NATURAL ON -SITE DRAINAGE `SUBGRADE COMPACTED 200mm GRANULAR A' TO 95% S.P.D. COMPACTED TO 95% S.P.D. ASPHALT WALKWAYS NOTES: 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED. 2. EXTEND GRANULAR 'A' TO ANGLE OF REPOSE, APPROX. 200mm BEYOND EDGE OF PAVED SURFACE. 3. ENSURE POSITIVE DRAINAGE ON ASPHALT PATHWAY. 4. SURFACE WATER MUST NOT BE COLLECTED ON PATHWAY. POSITIVE DRAINAGE FROM PATHWAY MUST BE GENERATED AND INTEGRATED INTO OVERALL DRAINAGE PLAN. I NO. I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS PEDESTRIAN WALKWAYS - STD. No. 312 ASPHALT & LIMESTONE Page 379 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... LOT LINE 3000 WELDED 25mmO NIPPLE TO PRE - DRILLED HOLES WITH PIN LOCKING DEVICE AND PADLOCK TO BE INSTALLED BY THE TOWNSHIP OF ORO- MEDONTE. 1200mm BOLLARD GATE FOR 3000mm PATHWAY / V BLOCK. GALVANIZED 50mmO TUBE FENCE AS SHOWN C/L LOT LINE COMPACTED T 0 95% SPD \ COMPACTED SUBBASE (95% S.P.D.) 75mmO GALVANIZED STEEL TUBE BOLLARD If I NOTES: 1. 200mm GRANULAR 'B' COMPACTED TO 100% S.P.D. TO BE PROVIDED ONLY WHEN MAINTENANCE OR EMERGENCY VEHICLE ACCESS. 2. 100mm GATE SLEEVE RESTS ON 75mmO GALVANIZED POST. 3. ADD SPURS (LAGS) TO BOTH GALVANIZED POLES TO PREVENT THE TUBING FROM TURNING IN THE CONCRETE FOOTING. 4. FOR 6.Om EMERGENCY ACCESS / WALKWAY TWO (2) STANDARD BOLLARD GATES ARE REQUIRED. 5. ALL SWING GATES TO BE INSTALLED ON RIGHT -HAND SIDE AT ENTRY AND AT LEAST 2500mm IN FROM SIDEWALK EDGE OR 6000mm IN FROM CURB EDGE. 6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED. NO. I REVISION I APR'D I DATE I GRANULAR 'B' LAYER SEE NOTE 1. TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS VEHICLE ACCESS / PEDESTRIAN STD. No. 313 WALKWAY GATE Page 380 of 417 U Q r 0 z 0 U W K 15.q) A By -law to Adopt Engineering Standards and Drawings A... PLAN I2% MINIMUM 2% MINIMUM - 5% MAXIMUM I6% MAXIMUM LIMIT OF az MINIMUM 50mm HL3 ASPHALT APPROACH PAVING MINIMUM 150mm GRANULAR 'A' a COMPACTED SUBGRADE TYPICAL SECTION ON STREETS WITHOUT SIDEWALKS 2% MINIMUM 2% MINIMUM 5% MAXIMUM 6% MAXIMUM 7UM 2% MINIMUM - 5% MAX IMUM CONCRETE SIDEWALK ? mm HL3 ASPHALT a 0mm GRANULAR 'A' LIMIT OF APPROACH PAVING COMPACTED SUBGRADE TYPICAL SECTION ON STREETS WITH SIDEWALKS NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. NO. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE IDRAW: DATE: NTS DRAWN: SCALE: NTS DRIVEWAY APPROACH PAVING STD. No. 320 FOR RESIDENTIAL DRIVEWAYS Page 381 of 417 a E c 0 c 4 V U 4 a 4 C 15.q) A By -law to Adopt Engineering Standards and Drawings A... PLAN BALK OF LESS THAN 180mm THE PROPOSED DRIVEWAY AND REPLACED WITH A EWALK. NEW SIDEWALK TO TH 150mm x 150mm 6/6 H. LIMITS OF APPROACH PAVING 2% MINIMUM - 5% MAXIMUM Z w w K HEAVY INDUSTRIAL COMMERCIAL. LIGHT INDUSTRIAL, APARTMENTS 40mm HL3 ASPHALT SURFACE COURSE 40mm HL3 ASPHALT SURFACE COURSE 75mm HL8 ASPHALT BASE COURSE 50mm HL8 ASPHALT BASE COURSE 150mm GRANULAR 'A' 150mm GRANULAR 'A' 300mm GRANULAR 'B' 300mm GRANULAR 'B' SECTION ON STREETS WITHOUT SIDEWALK E CONCRETE SIDEWALK E WIRE MESH LIMITS OF APPROACH PAVING REINFORCING 2% MINIMUM - 57 MAXIMUM w w HEAVY INDUSTRIAL 40mm HL3 ASPHALT SURFACE COURSE N 75mm HL8 ASPHALT BASE COURSE COMMERCIAL, LIGHT INDUSTRIAL, APARTMENTS 150mm GRANULAR 'A' SEE DRIVEWAY DESIGN ABOVE 300mm GRANULAR 'B' SECTION ON STREETS WITH SIDEWALK NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS OR METERS UNLESS OTHERWISE SPECIFIED. NO. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE IDRAW: DATE: NTS DRAWN: SCALE: NTS DRIVEWAY APPROACH PAVING STD. No. 321 COMMERCIAL, INDUSTRIAL AND APARTMENTS Page 382 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... PROPOSED ELEVATION TYPICAL) 83 20 REAR LOT DRAINAGE SWALE (IF APPLICABLE) -- 83_20 e2. 8 a2ao EXISTING I ELEVATION REAR LOT DRAINAGE SWALE (ALT.) - SEE NOTE 10 (TYPICAL) LOT NUMBER W J i-. Z Qo J 3 2 2 1 J Qo z 3: IJ LLJ o ~o DIRECTION OF REAR LOT DRAINAGE o ~o W J z J z W o '`' w SPECIFIED REAR LOT GRADE- o a ° � (IF APPLICABLE) \283.20)111100 2 20 �^�0a TOP OF 0 FOUNDATION x SPECIFIED UNDERSIDE OF WALL I BREAK POINT FOOTING ELEVATION 281 ELEVATION 5:�i (ALL LOCATIONS) EXISTING CONTOUR ELEVATION SPECIFIED 283.20 283.20 SET -BACK a SPECIFIED LOT GRADE m SPECIFIED a W °a I SET -BACK cWi� INDICATE APPROPRIATE Ld o GRADING STANDARD > W r L� 0 U W d N 283.20 283.20 CONCRETE SIDEWALK CENTERLINE OF ROAD ELEVATION OPPOSITE ALL LOT LINES AND DRIVEWAY LOCATION rygti .tiary �gti NOTES: 1. ALL CATCHBASIN LOCATIONS MUST BE SHOWN ON 8. SHOW SERVICE LATERAL INVERT ELEVATION AT GRADING PLAN. STREET LINE AND CURB STOP LOCATION 2. ALL EASEMENTS MUST BE SHOWN ON GRADING PLAN. (WHEN APPLICABLE) 9• SHOW ALL UTILITY INSTALLATIONS IN BOULEVARD. 3. PROVIDE MAIN FLOOR AND BASEMENT ELEVATIONS. 10. DRAINAGE SWALES TO BE ON PROPERTY LINE. 4. SPECIFY PROPOSED GRADES ON SWALES. SET SWALE ENTIRELY WITHIN LOT IF ABUTTING 5. IDENTIFY PROPOSED LOCATION AND DIMENSION OF PROPERTY NOT UNDERGOING DEVELOPMENT. SEPTIC TILE BED AND RESERVE BED AREA (WHERE REQUIRED). 6. PROVIDE REGISTERED PLAN NUMBER. 7. MAXIMUM DRIVEWAY GRADE TO BE 6 %. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: 2012 DRAW: DRAWN: SCALE: NTS TYPICAL LEGEND FOR STD. No. 401 LOT GRADING PLAN Page 383 of 417 J IL N Q 0 v o ao w � w z � w z w U U J 2 a Q 0 w c� U SPECIFIED LOT FRONT LOT ELEVATION OF CORNER 15.q) A By -law to Adopt Engineering Standards and Drawings A... I I w w, w NI I � I 2% MINIMUM 5% MAXIMUM 2% MINIMUM 5% MAXIMUM :1 PROPERTY LINE 2% MINIMUM SWALE GRADE BEHIND APRON LOCATION OF FLOW DIVISION POINT PLAN VIEW TORSUITWITH ROAD GRADE o I Q 0 Z SETBACK HOUSE DEPTH 3.0 MINIMUM 6.0 MINIMUM w I T T 1 U 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. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS FRONT LOT DRAINAGE STD. No. 402 Page 384 of 417 FLOWS TO BE CARRIED AROUND HOUSE IN DEFINED SWALES LOCATED ON LOT LINES. SEE NOTE 4. PROPERTY LINE I I w w, w NI I � I 2% MINIMUM 5% MAXIMUM 2% MINIMUM 5% MAXIMUM :1 PROPERTY LINE 2% MINIMUM SWALE GRADE BEHIND APRON LOCATION OF FLOW DIVISION POINT PLAN VIEW TORSUITWITH ROAD GRADE o I Q 0 Z SETBACK HOUSE DEPTH 3.0 MINIMUM 6.0 MINIMUM w I T T 1 U 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. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS FRONT LOT DRAINAGE STD. No. 402 Page 384 of 417 J Q IL w v O QO w U' � w w z z � w U U 15.q) A By -law to Adopt Engineering Standards and Drawings A... PROPERTY LINE - -� I J Q 2 a 0 o I w O w � 2 w U VI I ~I ~ I ~I ~ I I I SPECIFIED LOT FRONT LOT ELEVATION OF CORNER 2% MINIMUM 5% MAXIMUM f f f f f I L I � � -A-L-i i 2% MINIMUM J PROPERTY LINE 5% MAXIMUM PLAN VIEW DRAINAGE SWALE - IF REQUIRED. MINIMUM GRADE TO BE 2% ALTERNATIVE SWALE LOCATION SEE NOTE 5 I REAR LOT ELEVATION OF CORNER IINIMUM- - - - --\ E � -'' H SETBACK HOUSE DEPTH T 6.0 H5�M�M -F w r z NOTE: IF ATTACHED GARAGE IS CONSTRUCTED THEN w 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. N0. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS REAR LOT DRAINAGE STD. No. 403 Page 385 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... J Q = . — — I J Q 2 PROPERTY LINE IN I vai LO DRAINAGE SWALE - IF < < 2% MINIMUM REQUIRED. MINIMUM GRADE ° o a0 0 5% MAXIMUM TO BE 2% w o 0 w o — ALTERNATIVE SWALE LOCATION r SEE NOTE 5 U U U N I I I ~I ~ I � PROPERTY LINE 2% MINIMUM 5% MAXIMUM PLAN VIEW SPECIFIED LOT GRADE I I I FINISHED FLOOR EVATION 2.10m FOR WALKOUT MAXIMUM FRONT LOT ELEVATION 1.20m FOR BACKSPLIT MAXIMUM OF CORNER SPECIFIED REAR HOUSE GRADE REAR LOT ELEVATION I IMU OF CORNER I MAXIMUM — __ —_ -2% MINIMUM o O — y —_ —__— w �� 37 H z SETBACK HOUSE DEPTH 6.0 MINIMUM 1.5 M�1iy�M I U NOTES: ELEVATION 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. N0. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS REAR LOT DRAINAGE FOR STD. No. 404 WALKOUT OR BACK SPLIT HOUSE Page 386 of 417 J Q IL N Q w v o ao w � c� � w w z \ w z � w U U 15.q) A By -law to Adopt Engineering Standards and Drawings A... F Q PROPERTY LINE x a a o I w 2% MINIMUM SWALE GRADE w U z 0 BEHIND APRON LOCATION OF FLOW DIVISION POINT m w w � U V1 I � I FLOWS TO BE CARRIED AROUND HOUSE IN DEFINED SWALES LOCATED ON LOT LINES SEE NOTE 5 PROPERTY LINE 2% MINIMUM 5% MAXIMUM I � I I I � I I I I -- PROPERTY LINE 2% MINIMUM 5% MAXIMUM 2% MINIMUM SWALE GRADE BEHIND APRON LOCATION OF FLOW DIVISION POINT PLAN VIEW TORSUITWITH ROAD GRADE SPECIFIED LOT GRADE I I FRONT LOT ELEVATION 1 OF -- 2% MINIMUM 1.8m MAX. SPECIFED REAR HOUSE GRADE I 0 I 0 Z SETBACK DEPTH 3.0 MINIMUM 6.0 MINIMUM T 1 w 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. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS FRONT LOT DRAINAGE FOR STD. No. 405 FRONT SPLIT HOUSE Page 387 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... N � H � N z O w Ln 3 < Q z � Q U 5 5 a x o cn w Y O £ z t i Q o c~n o a w W iw� uaw 'J O ooh KCC K <° Q p °m I�I W M i W U� O O zm Qw F- O J r �~ LL < g O ° Z 6 � 0 <o z� = U z Un o Y W Q B zw x o �o Q Z O N O� 9 a� O Z Page 388 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 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O U' ° � ° W Q Z O m w O Q W w Q Q O Q O w ~ W J - ° U z W E Of O co d ° ° = J H U ¢ a ° ° a N ° = z w r in Q °I w � o Na J � w Q a OU m m w w ° U wN a Z L, z z W Q cr n > z Q mz z Q m Z o E ow � � N1 o0 ~_ w m X W o c.) w ° g E = m z o vi ~ w 0 O W a z° o� �� o z= N z J z vwi Q O O Q W= W O N N O Q w L: Uw r m° J= m Ow O ° m w w w~ U O w O o m U Z Z d Y p 0 ° Z z U Z ° H Z ~ U U N = m Q Q o W 2� w o w �O J H Lj N GO H d w > � ~ Q! m O w wa 0 U p > Q E z z N Ug Q J w Q z o E > o� Q a Z ° Q0 m� �° Q w w N °o m o U U ° m m °w a wN Q o °w < d aJ a ° m E fy E o zw U� cy o 0 m. E m E wJ ° ° w z °Z Qo W H Q Q co d Q z %w > m o °Q ° ow° Q O O °w O Z Q X W d W H 2 H m Q J O O U ° Q Z ° d N m J a W W U J~ _W Q °a Y H Z W Vl zOZ > w � ? Z o a w w m zN Q °� w� N W 0 ° Q z Now Q Q o ao � W 2_ ° U' ° w = D_• W O W J � a m w U O Z m = V w m N~ O U Ov m 0 d O_ 0 0 U7 N_ N O ~ U w Q c�z m Q LLI W W O m z w —0 z of m D - m O z z wa m Z� 0 p� F w OO O N O U Y U O W Q In w Q Z U z ° 0' U w ° ~ O Q 0 z Z W J m W W °U < ( Z w Q < Q Z U Y m ° Z H ON W w d r r Z Q Z ° H Z U LLJ N LLj O = J° m Q Ow �m O Qz ° U Wm z °m UO J z Y° cr M F- z J a mZ Q° w O Of D_ W (n W J Q O U o' r Q N m.1 - 0- 0- U J Q J Z QW == F- (n J Q J W Q O = r W° °W J Q° = O HU z w O Q m U ° w Lz 6 S — Y Z O d Page 389 of 417 / \ 3 G ]§.q)A By-law to Adopt Engineering Standards and Drawings A.. Page 390 of 417 / » } ( ( ) Ln $\ \\ <E § §t \ Lu z yr m \\ w\ a u C) Q:: ? \I S § 2 < _ C/� C, Lu E W . R { g \ Z } j < = z O a [ ~ O m + & w & w . \ z = z § } } 3 \ \ / LLJ % < ƒ / G \ O m R 3 » g g m E / \ I & < z \ O \ U) § § \ § a b / \ \ \ \ I \ \ Lu af Lou \ \ / \ w \ § E Z / $ ) <o ƒ \ > e < { O C-) > / a o <° o y a e Q / § g @ & § w 9 ° ° 5 f e< a z g O_ a- o o§ E y g< u ® 0 < j } < / 1 j 6($ E \ \@ c6© 7 G> j c \ z Ld \ ± k % \ § / \ / o } \ E a z e = < \ \ \ (6 / B \ \ § ) \ = r a- 6 } u e 7 $ p} .F p@ g{ j ° \ � ° ~ § j \ < ° } ` 0 / \ / ) � \ \ \ \ o 00 u F- \ j ®/ � V) 3: v,) § ( 3 9 E < J c:; S u) F 3 p ~ i% G Q j. S® e/ e° z/ §® c 2§ o LI) \ + o ° j $ ~ 5 w § R » a [ z © / 8 6 2 =, u 2@ o° L)_ j <® 5 z z 2 °® ) z§» < a ° i R )= E 7 y } _ 2 K o E 3 e z 9 y 7 g o t y « y c/< z = O o _ ° m / ° § 3 0 0 u °» < E! e g g$ e u g z u 3 & . ± » £ a g a» 6 S= e < 2 z = w [If e a G a d 5 d E dƒ 2 p /<% = 4 e m ?? S 3 W 2?? w 2 7 y\ Page 390 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 391 of 417 J Q N oN o w W a Z N Q Q U w ° 1^ CQ W 04 o) H Q W J u l `mow o a v o H Ld O W CO W X ° U) IL Z W O W Q H Q O (n CJ Ld W a VI O 0-' O a' 3: UO Q > z F- 0 w F- O = W W U z a O O z m w D m Q z E z ¢ Q z L) M o ° 2 N U Z Q C� Z w U o _ > zw w u) w o O d' < Q w d w cn J = N p z (/) O LL] Q Of ° w O7 U (n W o Of w d H oz z w F_ Q ° w Q vi W F- < as � w o a W o Q =� ~ a F-- �_ LO ° Z Of o 0 0 3: O J �° 1 w d U Q O F- W ° W w H Y w Z m w O W O Q Q Z H W ° W Q ° _ z U) a _Z O U Q Q N Q m O LL W O ~ W E w J /Q^ U] U w � E O ° U Q O ° O H 00 J Q W Q w Z U) ° co w Z z w O H uj U p w W z ° E Q m Uj o a 0° I U) w m } ° O W uj Q w mE = N W U7 wM w w o w W z o a a m ? °z (If ° `` z Z } � o Ld o N o o w o Q� o 2 U' O U O J Z Q H V) NO Ld W ° Z a O U F- Q O N z d Q 0O �\ � N ° Q Q W ° r, J W W Q u E Z OU U W O U) : ° O H J J Lu E U ¢ m U d o Z Q = a m Q a z g z w o m z a < w w `n ° N W O Q O v) Q m W m O Q U v W r d w U m a } J W H Z J J Q Q `--' O O N w m U K Or u) O W U N N O O N } m Q W U ON > 6 x Of O L� Ld LLI CL U cn LLI LLI O O O °� H Z J � N J x W CJ W Of O Z Q W W Z H Z D_ d Z J I r I I U) w J m w U) Nz O N N d ZO Q H z ~_ > ¢ ° ' o ? 0 a J w m ao Z o� = � CL cn= Z Z ° °� m o U V) O L� D w N w z x W m O w O ~ N z � Z H tfi w Q° w x I O J ~ m N� O o W O W~ ¢ O ZU U O J ¢ W O H Z H LLj O W m °W d = H W I ° I m w J > U Q O � Jw ~ w � ww ° d O O U OU w= r w O=� Z ¢w m Off N Z af Q H � O z p F- p Q z U z z0 � o Z 0 z U O O w Z N Ld O c� O ¢ m Q C-)� ~p w ¢� F_ zz d r —z 0 v) r z r V) O = U) w m J N N z 0 Q a } _ U) � Z U W U J N L� `� m' � (( N < < Q W U m (n ° z m > CD O_ Y} Q Z Q W W U_ � = W H � W? ° Q H J Q a J W L` z m (n w Ld m H w U) U m z U d ¢ C) w Q o N Y Z O Page 391 of 417 ]§.q)A By-law to Adopt Engineering Standards and Drawings A.. 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Page 393 of 417 J Q N ° O Q Z N z °LJ J ° 1 J C) L� �yj W J u , U Q H Q O 0 m O W O O Cn N � H J m Of LLJ J m a W O Z m x O U) m Z ~ O U m w o o a a a< Q X LO (7 w U a W O ? w U) 00 m N O Q Q w = v W m m tb O ° O W U 3: U x �' z = rn r7 w ^ � J a O `` ° Q p w O (n F_ °w LO a a Q N 0- E O W m m D 0 0 0 Ljz ° w o E w ° v W rn o� ~ cn ° aw ¢ < i° ¢ W Q Mw O ° o w U I Q ¢ ° °� �, z ° ° J O O a �m o ° z o Q Q J Z W OO ° Z ¢ J x U O > z O ° O z w LL a wa m O (n a c� = ¢ x O N v) p H Z w U a M Z ° a W m r n Z Q Q E E M O O N Z ¢ U O } Ul m= m¢ o 0 ° z } w — :L z o ¢ �o a r Z Q >U 0 0 Q O m H W 0 W W Q CD N Q ° Z w Of 0 w z z � o ° a� ? ¢ m _ Q O ¢ D to ¢ W r m J w M (D O n Of Z O Q H Q z O O a a Q OH O (r QU W~ �-' a W O O UD ii') to (n O U W H �N r ° Z ¢ Z Z ~ (n N Q ¢ U ° Z Q W W x ° m J ° o O U E Q ° U o Q� �' O �z Q Q w U Q z a O W ° Z O a U Z J Q Q 0 m N 0 Q Z a a W a OU p Z O < w ° � Z Un m oo M O M a O C) ? ¢ W U 2 C.J U Q U a Q O O w m Z m Q LJ Z� ° 2 3: _ > O O J Q ° ~ a j W K m U) Q ¢ Z J M J = J m 00 J' O xa O E W O U O D p r tw Q Q ~ cn � m m N o E _ rr � z O O Z E z Uz Q ~ �w _j z ~ p o oN LU > (if U W U m J— ¢ Q Ci H a' (n m H Q W ° (n Q W x x (n (/) W a U ° Of QO m �O �a a m J O w z0 ~a ¢ ¢ °° a_ ¢ a C) m o°z w _ M Q �n N Z Z O a m ° z W w0 Q r (n w ° Z ¢ Q w ? w U ¢ mm Qa0 M T< ° w w m m O Z � a O Q m Q O� c=n CD a J W ¢ W 0 Q O ~ ° J r m O W x Un m U ° N in a' ¢a Q J J ¢Q N tr Z w H E Z z CD ° z o� �_ °� CD v) cn w m W U E Q o of 0 N m W OQ wfn Z a O� w Z Z O m m Q Un U a m VI w ¢ Un a O O u') m N O w m Ur Page 393 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 1 NO. I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE IDRAW (DATE: NTS DRAWN: SCALE: NTS SEDIMENT CONTROL MEASURE AT CATCHBASINS AND CATCHBASIN MANHOLES STD. No. 602 Page 394 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 395 of 417 N � N Z 0 W QO Q U O a z w� E w z o in w E Of Q �o x a o Cn Ao W uwi ?O �m Z Q 0 :3i ° w w 5z� � w Q JW 0 °w 3NIl 1,1213d08d W w w z w o UO o 0 w z °z E Z ;o OQ 0 O OF jfI14 I U� wu) n L U �nw wN VIQ / n V 1 I uj Y N z V/ Q N Z o W O O o U Oo W I � Q ~ F_ Zwo � a E Q 0 0 Q ) w N z T T T T T T T T T T T Z f 3 Q 2 f � 2 w Q < W Q W 3o A o oa ° T xN�Q I N¢ N o T 0'0£ I T d'N F Q Z T a o� F -20w o wow wo No = W T T > Z °w w� 3 T T T T w wa - zN r w Nw OO T T T T QN OQ �i w o ¢¢ wz m T T T T w z Ow T T T T a� Z W VI ZU ~ Q - m N O O w m wW wa: ( T T T T Qw �UZ QZ ¢¢ Z �w fna� o I T T T T am mm NU U U T T T T W W °oNN �w z z � O O O Qa U U Page 395 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... MARKER TAPE — 300mm BELOW FINISHED GRADE, c T� C' HYDRO PRIMARY CABLES ED GRADE 1YDRO SECONDARY CABLES BELL AND TV CABLES COMPACTED UNIFORMLY GRADED SAND TYPICAL JOINT USE TRENCH MARKER TAPE — 300mm BELOW FINISHED GRADE BACKFILL MATERIAL TO MATCH ROAD BASE MATERIALS FINISF /.i E E 0 m 0 E E E 150mm 150mm 1 300m n 0 n 0 0 n Efl E E 0 LOE T� C' HYDRO PRIMARY CABLES ED GRADE 1YDRO SECONDARY CABLES BELL AND TV CABLES COMPACTED UNIFORMLY GRADED SAND TYPICAL JOINT USE TRENCH MARKER TAPE — 300mm BELOW FINISHED GRADE BACKFILL MATERIAL TO MATCH ROAD BASE MATERIALS ED GRADE a BACKFILL IN ROAD CROSSING TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY CABLE TV COAXIAL IN 75mm PLASTIC PIPE BELL CABLES ALL CABLES IN 75mm PLASTIC PIPE (MINIMUM) :XTEND PIPE 1.50m BEYOND PAVEMENT. PROVIDE )NE SPARE DUCT HYDRO CABLES 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 300 mm OF BACKFILL. 3. JOINT TRENCH ON OPPOSITE SIDE OF WATERMAIN. N0. I REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS JOINT UTILITY TRENCH STD. No. 701 AND ROAD CROSSING SECTIONS Page 396 of 417 FINISF /.i E I 0 E E n 0 n E E ED GRADE a BACKFILL IN ROAD CROSSING TO BE COMPACTED TO 95% STANDARD PROCTOR DENSITY CABLE TV COAXIAL IN 75mm PLASTIC PIPE BELL CABLES ALL CABLES IN 75mm PLASTIC PIPE (MINIMUM) :XTEND PIPE 1.50m BEYOND PAVEMENT. PROVIDE )NE SPARE DUCT HYDRO CABLES 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 300 mm OF BACKFILL. 3. JOINT TRENCH ON OPPOSITE SIDE OF WATERMAIN. N0. I REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS JOINT UTILITY TRENCH STD. No. 701 AND ROAD CROSSING SECTIONS Page 396 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 397 of 417 FRONT LOT ELEVATION OF CORNER 2,¢Q PHOTO ELECTRIC CONTROL FACING NORTH (FISHER PIERCE CA. NO. 6660) THOMAS & BETTS ROADWAY LIGHTING DURASTAR 2000 LUMINAIRE (HIGH PRESSURE SODIUM LAMP) TAPERED ELLIPTICAL ALUMINUM ARM OPSD 2420.01 H S c0 S H Z Q CONCRETE POLES TO CONFORM WITH Q OPSD 2225.01 OR SECTIONAL STEEL LIGHTING POLE OPSD 2232.01 Q G! m CROSS SECTION M n 100mm x 175mm HANDHOLE AND I= COVER PLATE FACING SIDEWALK E 0 L0 O GRADE 530mm NATIVE BACKFILL O UNDERGROUND THROUGH WIRING APERTURE u'1 O CONCRETE ENCASEMENT OR CRUSHED LIMESTONE COMPACTED TO 100% SPMDD 75mm 75mm 760mm MIN. NOTES 1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. SAL WIRING TO LOOP UP TO HANDHOLE CONNECTION TO LUMINAIRE WIRING BY MEANS OF ESNA FUSE AND CABLE CONNECTOR. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE APR'D: DATE: 2012 DRAWN: SCALE: NTS HORIZONTAL TYPE LUMINAIRE STD. No. 702 Page 397 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 398 of 417 FPE TYPE NA -220 2 POLE BREAKER IN FPE 101 -2 ENCLOSURE 4 HOLES 22mm 0 X511 279 L511, COPPER 4 FPE TYPE NC 015 1 POLE + '4 BREAKER IN A FPE 102 -4S 60 AMP LOAD CENTRE ENCLOSURE a OUTGOING FEED TO 0 N LIGHTING STANDARDS (ONE BREAKER PER POLE) 1 + + .n INCOMING SUPPLY FROM PADMOUNT TRANSFORMER TOP VIEW ROADWAY LIGHTING DISTRIBUTION J 381 x 381 x 6mm PLATE S. L. D. C/W 232 OCT. CUTOUT IN /OUT 50mm RIGID P.V.C. CONDUIT I I I I TO EXTEND TO CIRCUIT BREAKERS I I WEATHERPROOF DRIP COVER LOCKABLE (TWO LOCKS) 11GA. I I I GALVANIZED STEEL COVER PLATE o I I I C/W TAMPERPROOF COVER SCREWS I I I 11 GA. (MIN.) GALVANIZED STEEL HOUSING I I I LOCK LOCATION I I I TAMPERPROOF COVERS I I CHAMFER I I GRADE MARKER TAPE 150mm BELOW GRADE COMPACTED FILL TO 95% PROCTOR DENSITY REINFORCING STEEL °o N 3C #2 TWU IN 50mm RIGID P.V.C. CONDUIT TO PADMOUNT TRANSFORMER #8 NMU TO LIGHT STANDARD DIRECT BURIED STREETLIGHT PEDESTAL NOTES: 1. SUPPLY & INSTALL GALVANIZED STEEL 800mm PEDESTAL ON CONCRETE BASE. 2. PEDESTAL SHALL HAVE BREAKERS. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: DRAW: DRAWN: NTS SCALE: NTS STREET LIGHT PEDESTAL STD. No. 703 Page 398 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 399 of 417 III i w w wl w D 11 0!II I ° z — F-- I 0_'Z w I ADJACENT I = P' �Li I I ii CULVERT � zN cnLn .I II I I FIRE I I HYDRANT I o app I I Z_EE II -- LOT LINE _ �i I 0.3m ° 0 I — -- E ; ❑ LOT LINE M 0.3m = ZII I I = <II I I uiK 3.0m LONG I;I a I I CULVERT �; I cn 3.0m LONG � L CULVERT _ I' C/W END C/W END PROTECTION 20.Om R.O.W. PROTECTION r � P/L HYDRANT E E/P P/L FINISHED HYDRO FINISHED TRANSFORMER LOT o LOT GRADE GRADE _.*2.0% 2.07. III 3•7 I VALVE & BOX i WATERMAIN CULVERT CULVERT NOTE: THE CULVERTS END PROTECTION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH DRIVEWAY STANDARDS, WITH THE FOLLOWING EXCEPTIONS: THE CULVERT TO BE A MINIMUM LENGTH OF 3.0 METRES TO PROVIDE A PLATFORM TO ALLOW PEDESTRIAN TRAFFIC. THE CULVERT MAYBE INCREASED IN LENGTH BUT THE PLATFORM AREA SHOULD NOT BE LARGE ENOUGH TO ACCOMMODATE VEHICULAR TRAFFIC. THE DIAMETER OF THE CULVERTS WILL BE IN ACCORDANCE WITH THE STORM DRAINAGE PLAN. MINIMUM 3.0 METRE SEPARATION BETWEEN ACCESS CULVERT AND ADJACENT CULVERT. TOP OF VALVE BOX TO BE FLUSH WITH ACCESS SURFACE. THE VALVE STEM MAY REQUIRE AN EXTENSION TO ACCOMMODATE A STANDARD VALVE KEY. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: DRAWN: DRAW: SCALE: NTS NTS ACCESS CULVERTS FOR FIRE HYDRANTS STD. No. 705 AND HYDRO TRANSFORMERS Page 399 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 400 of 417 FINISHED GRADE APPROVED EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY 0 0 °m '°n SAND g g TR\WDTH. z z OD MINI M 60 100 EXTRUDED POLYSTYRENE 75 INSULATION (STYROFOAM H1 40 OR APPROVED EQUAL) 150 SAND BACKFILL COMPACTED TO 98% PROCTOR DENSITY WATER MAIN _ BEDDING MATERIAL AS SPECIFIED ON CONTRACT DRAWINGS INSULATION OF NEW SERVICES APPROVED EXCAVATED BACKFILL COMPACTED TO 95% PROCTOR DENSITY FINISHED GRADE EXTRUDED POLYSTYRENE o INSULATION (STYROFOAM H1 40 a OR APPROVED EQUAL) % W x W x j K SAND 1001 100' 75 75 Az SAND BACKFILL COMPA TED 150 150 TO 98% PROCTOR DEN I > EXISTING GROUND BELOW SPRINGLINE OF THE PIPE NOT TO BE DISTURBED MAW H > 1350 WATER MAIN H < 1350 INSULATION OF EXISTING SERVICES W = OD + 2(1500 —H) OR OD + 600mm WHICHEVER IS GREATER WHERE W = INSULATION WIDTH OD = OUTSIDE DIAMETER OF PIPE TO BE INSULATED H = DEPTH OF PIPE TO BE INSULATED (MINIMUM 1200mm) NOTE: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE DATE: DRAW: DRAWN: NTS SCALE: NTS METHOD OF INSULATING STD. No. 801 WATER MAIN Page 400 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... b $ / HYDRANT MARKER HYDRANT AS SPECIFIED �1 50mmO BLACK STEEL PIPE I I PAINTED YELLOW REAR VIEW FINISHED GRADE AUGER 150mm0 HOLE AND FILL WITH 15 MPa CONCRETE REAF SIDE ROAD SIDE LEFT SIDE VIEW NOTE: 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED. N0. I REVISION I APR'D I DATE ROAD SIDE TOWNSHIP OF ORO— MEDONTE IDRAW: DATE: NTS DRAWN: SCALE: NTS HYDRANT BARRIER I STD. No. 802 Page 401 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... OLE 75 AIR RELIEF CHAMBER TO BE DRAINED TO - STORM SEWERS WITH 100mm0 CONNECTIONS WHERE POSSIBLE 25mm0 COMBINATION AIR RELEASE / VACUUM VALVE 25mm GATE 25mm a300 I SQ POURED OR PRECAST CONCRETE BASE 650 850 20mm CRUSHER RUN LIMESTONE COMPACTED 75mm MINIMUM SECTION B —B GATE VALVE 3 NIPPLE WATERMAIN AIR RELEASE VALVE DETAIL 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 100% STANDARD PROCTOR DENSITY. NO. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS AIR RELEASE VALVE IN CHAMBER STD. No. 803 Page 402 of 417 MINIMUM 3 CONCRETE MODULAR RINGS, PARGE 300 OUTSIDE AND PAINT WITH BITUMINOUS SEALER MAX. 200 PRECAST FLAT TOP f ? APPROVED RUBBER GASKET JOINTS MORTAR INSIDE AND OUT °o m 1200mm0 PRECAST MAINTENANCE HOLE WITH ALUMINUM LADDER RUNGS 100 (TM 25mm0 AIR RELEASE / VACUUM VALVE (SEE DETAIL BELOW) 75 AIR RELIEF CHAMBER TO BE DRAINED TO - STORM SEWERS WITH 100mm0 CONNECTIONS WHERE POSSIBLE 25mm0 COMBINATION AIR RELEASE / VACUUM VALVE 25mm GATE 25mm a300 I SQ POURED OR PRECAST CONCRETE BASE 650 850 20mm CRUSHER RUN LIMESTONE COMPACTED 75mm MINIMUM SECTION B —B GATE VALVE 3 NIPPLE WATERMAIN AIR RELEASE VALVE DETAIL 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 100% STANDARD PROCTOR DENSITY. NO. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: NTS DRAWN: SCALE: NTS AIR RELEASE VALVE IN CHAMBER STD. No. 803 Page 402 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... SAWCUT SLOT IN VALVE BOX NOTES: 1. TRACER WIRE - #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 TO BE MINIMUM 450mm IN LENGTH. 3. CONNECTORS USED FOR SPLICING TRACER WIRE SHALL BE WING NUT TYPE, WITH NYLON SHELL AND NON- CORROSIVE STEEL WIRE SPRING. NO. REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE IDRAW: DATE: NTS DRAWN: SCALE: NTS TRACER WIRE ARRANGEMENT AT STD. No. 804 VALVE BOX FOR P.V.C. WATER MAIN Page 403 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... ASERVICE CONNECTOR (SEE NOTE 3) MASTIC MATERIAL (SEE NOTE 4)--,,, TRACER WIRE (SEE NOTE 1) P.V.C. WATERMAIN � 2.3kg ZINC ANODE (SEE NOTE 2) ^ ELEVATION MASTIC MATERIAL (SEE NOTE 4 COATED COPPER WIRE 2.319 ZINC ANODE (SEE NOTE 2) I 1000 MINIMUM NOTES: - SERVICE CONNECTOR (SEE NOTE 3) TRACER WIRE (SEE NOTE 1) SECTION A —A P.V.C. WATERMAIN 1. TRACER WIRE TO BE COATED No. 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 TOWNSHIP OF ORO— MEDONTE. ENGINEER FOR EVERY 500m OF TRACER WIRE INSTALLED. 3. SERVICE CONNECTOR TO BE A 'BURNDY SERVCT, 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 WIRE ANODE MUST BE DETAILED ON THE CONTRACT DRAWINGS. 1 NO.I REVISION I APR'D I DATE I APR'D: TOWNSHIP OF ORO— MEDONTE DRAWN: CORROSION PROTECTION FOR TRACER STD. No WIRES ON P.V.C. WATER MAINS DATE: 2012 SCALE: NTS :• Page 404 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 405 of 417 N E; F- O > O O a = N Z O 00 LLJ �w LLJ x¢ o aw Ur i w � Z Q O z IIII �� O �= w 0 w m I IIII I )L____IwILJI Z °v s J w !] 2i U Q 0 W D cD U) �' Q C1100 z °9. ;' UIWNZ o0 o a o Cn J Q v U =U) lY np Q U) 0 a w Oz 0= Z W xp O L� 0 <p_ Q Z W U W Z U) W W W_ _ W O (' Q d J= W QH U) e o a ~W a �L z D U Q W LL W . _fif v D O W Z O Ld I O a' O .. . O=Q UN Z F 00 D U) Q Q 0 r �. Q w o O J z O J w O J J Q N j OJ LL P:2 0� > Q F_ z I J ° ° �� W WY O Wd' W wmz � U) Zm U > OQ = ..� JO U) WIYHW O Z M Y Hm raw � .° Q� J N W >H Q LL] w x z FO- C) U' rU _ °' v. U) HF-! Ul x H W Q� W W LJ W w Z W Q ~ J CD�Ow >� :2 Q W 00 Q N Z Z � LLJ �Q ❑ N �Ov. �_ >W O ~NU L //!�� N > Q a Z W V/ s. `q LJ Z � W w O xaz — W)_ J� a �n EE :z _j �� U w W E E LLJ .. Q � W O H Z F- O N ° d W �i Z Z m W w O Q 0 F- CW W < U L, 2idfkf QC, U O . 0 w 0 K J E0 O U Q= U 0� Q Q g O O y U) W F- .. z Z W H z 0 z U .. W W O O N — J LL] v z~ w Q w r Q _ w N> U)OOmUL)UOLLII J O >U� OOwO O~ Lj F-OO O W ~ N- am LU Z UOZ W W � Q W Z W J w W Q LLJ W O N J H L H J E zj�w�j .. H H O= O M O MO °aQ > m OE In zE= :Cz U' w -RZ �JxO W _j Zm UrnU)m y p W— Q Q D Jmi Ld R: CIf UjOaH .q Q ON W 0 L IY�H W 7. Z Y Z �' m U Z m Z 0= w m W W �QH� ~�H o- 0 .. °v > UmWW W wJd I OM=> F-F- 5.. .. � wXZdF-mZ00WQ O mWLL QU)W WH- :zm �N M4MCt)r Page 405 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... GATE VALVE TO BE LEFT IN PLACE AND INCLUDED IN TEMPORARY CONNECTION TESTING AND DISINFECTION OF WATERMAIN ITEM SOLID SLEEVE — SAMPLE TAP (ALSO USED FOR CHLORINE INJECTION AND PRESSURE TESTING) REPLACEMENT SECTION AFTER _ COMPLETION OF TESTING, FLUSHING _ AND DISINFECTION OPERATIONS TO BE— LESS THAN ONE PIPE LENGTH TEMPORAY THRUST BLOCK CAP —\ /_ CAP DOUBLE CHECK VALVE ASSEMBLY OR TESTABLE BACKFLOW PREVENTER DEVICE SOLID SLEEVE OR BELL END NEW OR EXISTING GATE VALVE GATE VALVE (TYPICAL) FILL LINE /BY —PASS CONNECTION (MINIMUM SIZE AND NUMBER AS PER TABLE BELOW TYPICAL TEMPORARY CONNECTION FOR WATERMAINS NTS PIPE DIAMETER FLOW REQUIRED TO PRODUCE 0.76m /S (APPROX.) VELOCITY IN MAIN SIZE OF TAP (mm) NUMBER OF OPEN 64mm HYDRANT OUTLETS 25 38 51 mm I�S NUMBER ON p PETAPS 100 6.3 1 — — 1 150 12.6 — 1 — 1 200 25.2 — 2 1 1 250 37.9 — 2 2 1 300 56.8 3 2 400 109.9 1 — — 4 2 REQUIRED FLOW AND OPENINGS TO FLUSH PIPELINES (276kPa/40 PSI RESIDUAL PRESSURE IN WATERMAIN) 1 NO. I REVISION I APR'D I DATE I APR'D• TOWNSHIP OF ORO— MEDONTE I DRAWN: TEMPORARY CONNECTION STD. No. 820 FOR WATERMAINS Page 406 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 407 of 417 P/L P/L P/L i I 0.3m I i C/L LOT �--�- 100mm x 100mm BLUE MARKER CURB STOP i E I PROPOSED LOT GRADE 0 WATERMAIN 715m MINIMUM I SINGLE SERVICE CONNECTION VERTICAL MUELLER SADDLE GOOSENECK 4m1 20m1 m MUELLER A -726 20mm 0 POLYETHYLENE E CURB BOX WITH STAINLESS STEEL SERVICE TUBING ^. ROOS SERIES 160 i i i MUELLER 110 COMPRESSION CONCRETE :i. CONNECTION H15428 MUELLER STAINLESS STEEL BLOCKING LINER 504281 i MUELLER CURB STOP H10283 MUELLER INSTA -TITE WATERMAN CONNECTION H15426 � MUELLER MAIN STOP H -15009 i MUELLER STAINLESS STEEL LINER 504281 i i I VERTICAL GOOSENECK i PLAN VIEW NOTE: APPROVED CATHODIC PROTECTIOM SHALL BE USED WHERE REQUIRED BY ENGINEER. NO. REVISION APR'D DATE APR'D: TOWNSHIP OF ORO— MEDONTE DRAWN: POLYETHYLENE WATER SERVICE STD. No. 821 CONNECTION DETAIL Page 407 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 408 of 417 ®R 5451 HEAVY DUTY CLAYTON MARK C510 ® YARD HYDRANT 55NCE,gs>3 HEAVY DUTY -BUILT FOR YEARS OF RELIABLE USE HIGH STRENGTH STAND PIPE PROVIDES PROTECTION AGAINST DAMAGE s e STAND PIPE HAS SUPERIOR CORROSION RESISTANCE 2 • STEEL, ZINC PLATED ROD FOR LONG LIFE a DUAL BYPASS BRONZE BOTTOM VALVE ALLOWS BETTER FLOW WITH LESS RISK OF BLOCKAGE FROM DEBRIS s • COMPONENTS CAN BE REPLACED FROM ABOVE GROUND WITHOUT y _ +--_ DIGGING o LOCKING EYE HOLES ALLOW HYDRANT TO B£ PADLOCKED WHEN NOT IN USE. INLET 3/4" NPT, OUTLET 3/4" GARDEN HOSE THREAD. ITEM s DESCRIPTION __ _'. MAYL OF CONSTRCCTION _QTY HEAD CAST kRON 2 1 ! HA.NDLE _._.j CAST IRON COM ECTOR, ,, _..___. I BRASS ,. _.... 4' LINK ZINC FLAT cO _2 51 1 I FULCRUM BOLT _ STEEL -ZINC PLATED _ 31 1FULCRUM NUT _ ! STEEL-ZINC PLATED _ 7' 1 SQUARC HEAD SET SCREyy 51 ECLZINC P I AitU 8 " 1 PACKING NUT � BRASS Q + 1 PACKING �EFLON. FIL ED Gi2APFil E: 1O 1 HOSE ADAPTER 3/4� BRASS - _ 1201 TOM bALVF _ BRONZE 813 I ' 17_ 1 CLEVIS ROD /RO,D ASSEMBLY 6RASSr STEEL cIN(. PAI ELF _ .�;� 13 1 PIPE j STEM GAL.VANIZI] -� �' BONA N /BRASS L/ 14 * t PLUNGER * ITEMS ARE INCLUDED IN YRK1 REPAIR KIT. I HOW A FROST -PROOF HYDRANT WORKS S CLOSED OPEN a WATER R FLO ; G CLOSED - DR;AINIM -3 The hydrant is closed and no water is NJater Is made available by raisingthe Closing the handle pushes the plunger I in the riser pipe or head. Water is handle. Thls will lift the pfungeeallOwing down t0 Seal off the water and unco'v r stop }red by the ptunger Ivaive) below water to flow and the plunger to seal off the drain hole. This allows the water in tha frost line. Protected Ike this, he the drain hole. the head and riser pipe to drain back freezing can occur. �-� cloven into the gravel drain bed The hydrant is now empty and cannot •' X91 freeze. vIt �J _-T r- k y _ ft `FROST LINE FROST LINE ; FROSTLINE 3 LSE '`L' Ii WATER DRAINS i i § DRAIN PORI ••- OUT HERE 4, ✓✓✓ INTO GRAVEL I,.. WATER -.._., ., WATER • -.. w WATER ..., SUPPLY &LVALVP_P SUPPLY 3 I. ®e NO. REVISION APR'D DATE APR'D: TOWNSHIP OF ORO— MEDONTE DRAWN: CLAYTON MARK STD. No. 822 -1 HEAVY DUTY YARD HYDRANT Page 408 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... Page 409 of 417 5451 HYDRANT INSTALLATION 1. Dig hole for hydrant approximately 2 feet in diameter and 1 foot deeper than the bury depth. 2. FLC1PIpJJyS;- 6gFOR��ONteCTING THE NYi)RANT to clear any gravel or other debris that / may have collected in the piping during its installation and assembly. If not flushed out of the piping, this debris may jars the hydrant mechanism or clog the flow ports \`— 3. Make the piping connection but do not bury the hydrant vet. Operate the hydrant to be sure ~� a _� It is operating properly and the piping connections are not leaking. Open and close the hydrant and check for flow and drainage. If leakage continues from the drain port see "adjustment procedure" below. 4. Fill the hole around and below the hydrant with medium size gravel. This will provide a drain field for the hydrant. WtUmut a drain field the hydrant will not empty itself and awl 11 freeze in cold weather. This will cause damage to the hydrant and result in loss of water and possi- ble flooding damage. -3 HYDRANT INSTALLATION TIPS 4 Never leave G�hG) Dose aAgched to hvdmnt after Use. Thi will prevent the hydrant from drainmP properly and w 11 allsxv the hydrant to freeze. lj O o K barn hydrant is to be installed inside a ba or other structure, or if it is installed in asphalt r}�� �" "' or concrete such as a driveway, connect a 1/8" drain pipe ortube to the drain port and dig a m remote drain field the forthe drain to into. Without this r C, outside structure pipe empty remote { )4 �G piping and drain field, the water from the hydrant drainage will percolate up to the surface C' 4 p Q around or near the hydrant and will datp,Agettl7e flaori or cause muddy areas in stalls or 0 � aQ walkways. ELa� W � aY ' ELBOW '2 a -4 4 Water pressure to the hydrant should be regulated to not more than 80 psi. The higher pres- [} cures will accelerate wear and may cause leakage that will saturate the ground and drain q q field and prevent the hydrant from draining. If the hydrant is not allowed to drain, it can � d t Q h freeze and cause damage to itself and cause flooding and loss of water. High pressure will also cause you to have to replace parts and adjust the hydrant frequently. A normal operat_ i>ag oressure would be 20 to 40 • Saturated ground in the hydrant drain field can prevent the hydrant from draining and may result in freezing. If the area where your hydrant Is located is low laying or has a tendency to have standing water, a larger drain field or pit may be required to provide the hydrant a place to drain into. NOTE: Every 5451 Series hydrant Is tested and adjusted at the factory for shutoff at 20 to 40 psi. Adjustment should NOT be necessary upon normal Installation. If installed hydrant does not stop water flow use adjustment procedure below. 5451 HYDRANT ADJUSTMENT PROCEDURE r 1. Turn water supply OFF C 2. Open hydrant to relieve pressure. e 3. Loosen set screw. (item 1)' 4. Push brass rod down as far as it will go by hand to be sure the plunger is touching the seat 5. Open hand -ie (item 2) approximately 30• from closed position. ` 6. Tighten set screw snugly. /\ z 7. Turn water supply ON. 8. Operate hydrant and make sure the hydrant is shutting Off properly and flowing properly. a 9. if hydrant still does not shut off, repeat steps 1 through 8. ` o 10. Flow water through hydrant and then close completely to check for proper drainage by: a) listening for water draining down pipe or b) putting your hand over the hose connection to feel for a vacuum. If hydrant does not drain, see step 1L 11. To clear drain hole blockage, close off hydrant spout by using hose cap or by attaching and kinking a hose. Opan and ctose hydrant to allow water pressure to clear blockage. For anti- pollution models, make sure that the small hole in the vent valve is not blocked or plugged. Repeat step 10 to verify proper drainage. If hydrant still does not drain, repeat steps 1 through 10 to fully uncover drain hole. CAUTION: Do not try to make the shutoff adjustment in one attempt or you may overadjust and cause damage to the plunger and rods. For this reason adjust In multiple small increments. 7652 Morgan Road • Liverpool, New York 13090 (315) 451 -1100 • (800) 776 -2266 • Fax: (800) 729 -3299 www.americangranby.com NO. REVISION APR'D DATE TOWNSHIP OF ORO— MEDONTE APR'D: DRAWN: CLAYTON MARK STD. No. 822 -2 HEAVY DUTY YARD HYDRANT Page 409 of 417 TWO HEAVY —DUTY BARS PER TREE, LONG, LOCATED A\ ALL BRANCHES, 0 SIDE OF PREVAILIP THE OTHER ON Th OPPOSITE SIDE. DO NOT DRIVE ST, THROUGH ROOT B SO 15.q) A By -law to Adopt Engineering Standards and Drawings A... Al UNAUL 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 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 ............... �..... d.. 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. 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE I APR' I DRAW: DATE: 2012 DRAWN: SCALE: NTS DECIDUOUS TREE PLANTING I STD. No. 1 1 01 Page 410 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... NOTES 1. DO NOT ALLOW AIR POCKETS WHEN BACKFI LLI NG. 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 /_� I ljMHUr ON A SLOPE 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 DRIVE STAKES THROUGH ROOT BALL. 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 PLANTING SOIL MIXTURE CUT AND REMOVE 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 jj� mll& 1 NO.I REVISION I APR 'D I DATE I TOWNSHIP OF ORO— MEDONTE CONIFEROUS TREE PLANTING VARIES WITH SLOPE SLOPE PIT BOTTOM FOR DRAINAGE SUBGRADE DATE: 2012 SCALE: NTS STD. No. 1102 Page 411 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... 1 00m EARTH BERM AROUND EDGES OF PLANTING BED CLEAN SHARP EDGE - BETWEEN PLANTING BED AND SOD EXISTING GRADE BEYOND I -� � /\ " "MfN.. TYP''' LO IIIIIII %� \�. TYPICAL SHRUB PLANTING CLEAN SHARP EDGI BETWEEN PLANTING BED AND SOD EXISTING GRADE - BEYOND SODS ...TYP... - -- iI . —� PLANTING ON 3:1 SLOPE DETAIL 1 NO.I REVISION I APR "D I DATE I 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 Ya 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 NOTES 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 OF ORO— MEDONTE IDRAW DATE: 2012 DRAWN: SCALE: NTS SHRUB PLANTING STD. No. 1103 Page 412 of 417 E N E m 0 0 15.q) A By -law to Adopt Engineering Standards and Drawings A... SIGN BY OTHERS 30° BEVEL CUT POST TOPS 50mm x 50 mm RAIL WITH 100mm DIA. SEMI - CIRCLE CUT AS SHOWN 150mm x 150mm x 3m LENGTH WITH SLOT 10mm WIDE x 900mm LONG. TO ACCEPT SIGN FASTEN 50mm x 150mm RAIL w/ TWIN COUNTERSUNK SCREWS AND BUTT JOINT WITH GLUE FINISHED GRADE /--UNDISTURBED SOIL BACKFILL WITH NATIVE SOIL AND COMPACT GALVANIZED STEEL SPIKES 150mm DEPTH GRANULAR 'A' NOTES 1. ALL HARDWARE TO BE HOT DIPPED GALVANIZED. 2. ALL WOOD TO BE PRESSURE TREATED PINE. N0. I REVISION APR'D I DATE TOWNSHIP OF ORO— MEDONTE AP DR AWN R'D: PARK SAFETY & REGULATION SIGN I STD. No. DATE: 2012 SCALE: NTS Page 413 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... N o z O N � w m ® � ■ ■ a ° a � W z � o z LL CD I w ■ LL M i§■ El ■ O Q z z � cn cn z ICI � w IL 8 G� z 0 I W - o I z Page 414 of 417 15.q) A By -law to Adopt Engineering Standards and Drawings A... NOTE: 1. POST TO BE CENTERED IN MAJOR WALKWAYS. VELD; GRIND SMOOTH ). COATED ALUMINUM PIPE �. COATED ALUMINUM PIPE GALVANIZED STEEL NUT & BOLT EXISTING CONCRETE WALKWAY JOINT CAP TE 25MPa ® 28 DAYS 1 NO.I REVISION I APR'D I DATE I TOWNSHIP OF ORO— MEDONTE IDRAW: DATE: NTS DRAWN: SCALE: NTS REMOVABLE BOLLARD I STD. No. 1 1 1 5 Page 415 of 417 0 0 m 15.q) A By -law to Adopt Engineering Standards and Drawings A... EASE EDGE 20mm TO AVOID SPLINTERING CHAMFER POST END 45° TOWARDS PARK PROPERTY O 0 AND TREAT CUT END WITH PRESERVATIVE o� OPTIONAL 39mm DIA. HOLE FOR GALVANIZED CHAIN AS SPECIFIED. OPTIONAL 25mm DADO CUT SHADOWLINE 150 x 150mm PRESSURE TREATED TIMBER SET FACE 75mm INSIDE PARK PROPERTY. MINIMUM (1) ADJACENT TO EACH PROPERTY CORNER. AVOID DISTURBING SURVEY BARS. REFER TO LAYOUT DRAWING FOR BOLLARD SPACING. FINISHED GRADE III���III j III���III���III���III��� —_ 0/ —_ AUGERED HOLE WITH GRAVEL BASE AND 300mm DIA. BACKFILL, — i I COMPACTED TO 98% S.P.M.D.D. IIIIII- 300 MIN. NOTES 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE. N0. I REVISION I APR'D I DATE TOWNSHIP OF ORO— MEDONTE DRAW: DATE: 2012 DRAWN: SCALE: NTS TIMBER BOLLARD STD. IN 1116 Page 416 of 417 18.a) Being a By -Law to Confirm the Proceedings of the Counc... THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE BY -LAW NO. 2013 -160 Being a By -Law to Confirm the Proceedings of the Council Meeting held on Wednesday, September 25, 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, September 25, 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 25TH DAY OF SEPTEMBER, 2013. THE CORPORATION OF THE TOWNSHIP OF ORO- MEDONTE Mayor, H.S. Hughes Clerk, J. Douglas Irwin Page 417 of 417