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Home My WebLink AboutEGD-004-18Clarftwn Engineering Services Report If this information is required in an alternate accessible format, please contact the Accessibility Coordinator at 905-623-3379 ext. 2131. Report To: General Government Committee Date of Meeting: February 12, 2018 Report Number: EGD -004-18 File Number: Resolution: GG -013-18, GG -015-18 By-law Number: Report Subject: Bennett Road & Cobbledick Road Grade Level Crossings Train Whistle Cessation Studv Recommendations: That Report EGD -004-18 be received; EITHER 2. That Council direct staff to undertake Step 2 within the Transport Canada procedure for the elimination of train whistling at grade crossings, and review the findings of the WSP Group Canada Limited (WSP) report with the rail authority, provided that there is a willingness to assume the total potential cost of remediation which may be approximately $430,000; 3. That Council authorize staff to issue a $10,000 purchase order, funded from the Consulting/Professional Fees reserve account number 100-00-000-00000-2926, to Canadian National Railway for their review of the sites and the WSP Whistle Cessation Report; 4. That Staff report back to Council on the results of the Step 2 discussions with the Rail Authority; and 5. That all interested parties listed in Report EGD -004-18 and any delegations be advised of Council's decision. 6. That the request for whistle cessation at the Bennett Road and Cobbledick Road Level Crossings be formally denied; and Municipality of Clarington Report EGD -004-18 Page 2 That all interested parties listed in Report EGD -004-18 and any delegations be advised of Council's decision. Municipality of Clarington Report EGD -004-18 Report Overview Page 3 The purpose of this report is to present to Council the assessment, conclusions and recommendations of the Whistle Cessation Study conducted for the Bennett Road and Cobbledick Road grade level crossings and to seek Council direction either in moving forward to Step 2 in the Transport Canada Procedure or in denying the request for whistle cessation. 1. Background As per the direction of Council at the General Government Committee meeting on May 29, 2017, Staff have advanced a study for the cessation of train whistles at the grade level crossings at Bennett Road and Cobbledick Road due to concerns raised by area residents over "nuisance noise" caused by train whistling that occurs near and at these crossings. 1.1 Procedure for the Elimination of Train Whistling Transport Canada provides a procedure for eliminating train whistling at public grade crossings. The procedure is compliant with the Grade Crossing Standards. The procedure consists of eight steps which are listed below: 1.1.1. Step 1 An interest for whistling cessation exists when a municipality receives a request from a citizen or a community group to stop train whistling at a specific area (one crossing or multiple crossings) along a railway corridor. 1.1.2. Step 2 Municipality consults with Railway Company. The municipality consults with the railway company that operates the relevant line of railway to assess the feasibility of the whistling cessation request. 1.1.3. Step 3 Municipality issues notifications and public notice. Municipality of Clarington Report EGD -004-18 Page 4 The municipality notifies all relevant associations or organizations (http://www.tc.qc.ca/eng/railsafety/legislation-380.htm) and issues a public notice of its intention to pass a resolution declaring that it agrees that whistles should not be used at a specific area (crossing or multiple crossings) along a railway corridor. 1.1.4. Step 4 Municipality and railway assess the crossing(s) against the prescribed requirements in the Grade Crossings Regulations and Grade Crossing Standards. The municipality and the railway company assess whether or not the area (crossing or multiple crossings) meets the whistling cessation requirements specified in section 104 of the Grade Crossings Regulations and Appendix D of the Grade Crossing Standards. This may be done by engaging a professional engineer to determine if the area complies with the conditions in the regulations. 1.1.5. Step 5 Municipality and railway agree that the crossing(s) meets the prescribed requirements of the Grade Crossings Regulations and Standards. If the municipality and the railway company do not mutually agree that the crossing(s) meets the prescribed requirements, they should try to resolve the conflict. 1.1.6. Step 5A (optional) Municipality and railway request a final decision from Transport Canada. If disagreement between the municipality and the railway persists, the supporting documentation should be provided to Transport Canada (railsafety@tc.gc.ca) for further assessment. Transport Canada's decision on the issue is final. 1.1.7. Step 6 Municipality passes a resolution declaring that it agrees that whistles should not be used in that area, thereby prohibiting train whistling. Municipality of Clarington Report EGD -004-18 Page 5 Once it is deemed that the provisions of the Grade Crossings Regulations and Standards are satisfied, the municipality must declare, by resolution, that it agrees that train whistles should not be used at the prescribed crossing(s). A copy of the resolution should be sent to the Railway Company and all relevant associations or organizations, including the headquarters of Transport Canada's Rail Safety Directorate (railsafety(o)_tc.gc.ca). 1.1.8. Step 7 Railway Company notifies Transport Canada and informs the municipality within 30 days that it has arranged to have whistling ceased at the crossing(s). Upon receipt of the resolution, the railway company issues its special instructions, as per CROR 14(I)(iv), eliminating the application of CROR 14(I)(i), while providing for CROR 14(f). The railway company notifies the headquarters of Transport Canada's Rail Safety Directorate (railsafety(a-).tc.gc.ca) of the effective date of whistling cessation at the crossing(s), and provides a copy of its special instructions. The railway company notifies the municipality and/or the road authorities in writing of the whistling cessation not later than 30 days after the day whistling is ceased. 1.1.9. Step 8 Municipality and railway share the responsibility for monitoring and maintaining the conditions that support the cessation of train whistling at the crossing(s). A Transport Canada Railway Safety Inspector may order the reinstatement of whistling at the crossing(s) should the responsible authorities fail to maintain the area in a manner that meets the prescribed requirements of the Grade Crossings Regulations and section 23.1 of the Railway Safety Act. 1.1.10. Council Approvals It should be noted that prior to moving through from Step 1 to Step 2 and from Step 2 to Step 3, Municipal Council are required to make the decision to move forward with the process or not as there are financial implications in doing so. Municipality of Clarington Report EGD -004-18 1.2 Next Steps in the Transport Canada Procedure Page 6 In keeping with Transport Canada's procedure and in preparation for Step 2, WSP Group Canada Limited (WSP) was retained by the Municipality of Clarington in October, 2017 to complete the study. The scope of the study was to collect and provide related information to determine if train whistling could be eliminated at two active grade level crossings on the Canadian National Railway (CN) Kingston Subdivision within the Municipality in accordance with Transport Canada's Grade Crossings Regulations (GCR) and Grade Crossings Standards (GCS). WSP completed the study in January, 2018 and provided staff with a report detailing regulatory requirements, whistle cessation procedures, assessment of existing conditions at the crossings, recommendations for improvements at the crossings to meet the requirements of the GCR and GCS, and a high level, conceptual cost estimation for implementation of the required improvements. The next step, Step 2 in the Transport Canada guidelines, would be to review the study findings and recommendations with the rail authority and obtain their input on the feasibility of the whistle cessation request. 2. Study Findings 2.1 Study Findings An assessment was completed for both grade level crossings in accordance with Transport Canada's GCR for compliance with the requirements to enable exemption from the regulatory train whistling requirements. Both the Bennett Road and Cobbledick Road crossings complied with regulatory requirements pertaining to: x The location of the crossing within the rail corridor x The active warning system x No observed evidence of unauthorized access/trespass into the rail corridor x No adjacent crossings within a prescribed 400m distance 3. Financial Implications 3.1 Conceptual Cost Estimate 3.1.1 WSP has prepared a conceptual cost estimate based on the scope of the suggested actions for the remediation of the deficiencies observed at each crossing to ensure Municipality of Clarington Report EGD -004-18 Page 7 compliance with Transport Canada's GCR & GCS, should the Municipality wish to pursue whistle cessation. A detailed list of the estimated cost of each item can be found in Tables 3 & 4 (Bennett Road) and Tables 6 & 7 (Cobbledick Road), Attachment 1. Considering the works that WSP have recommended, staff have estimated a cost of approximately $55,000 for the Bennett Road level crossing, approximately $205,000, for the Cobbledick Road level crossing and possibly $170,000 for the potential cost of fencing, for a total cost of approximately $430,000. The details of this estimate can be found in Attachment 2. 3.1.2 It should be noted that several improvements at the Bennett Road crossing will be undertaken by Lakebreeze East Village Ltd. as a condition of the Lakebreeze subdivision currently being constructed west of Bennett Road. At the conclusion of works for the subdivision, the Bennett Road grade crossing will need to be re- assessed for compliance to the GCR and GCS and further remediation measures may be warranted. It is estimated that the subdivision related works of Bennett Road, will reduce the whistle cessation remediation works by roughly $123,900, including track crossing surfacing which has been factored into the $55,000 cost estimate. 3.1.3 It should be noted that in other municipalities where whistle cessation has been considered the fencing of the railway corridor has been raised as a requirement to increase safety and to mitigate trespass concerns. Although trespass has not been identified as an issue as part of this initial review it may become a concern as development of the area progresses. Currently a subdivision is under construction west of Bennett Road that would bring almost 4,000 new residents to the area. East of Bennett Road, north of the tracks a new Secondary Plan is being undertaken that would potentially see just over 1000 new residents. As these developments proceed trespass may become an issue and fencing installation may be required to maintain whistle cessation at these two crossings. The subdivision west of Bennett Road has fencing along the south side of the rail corridor as a requirement but trespass concerns may arise outside the subdivision limits. Future fencing requirements may add to the costs of maintaining whistle cessation. As potential for further development in the area around the Cobbledick Road level crossing is very low it is not anticipated that trespass issues will arise. Municipality of Clarington Report EGD -004-18 Page 8 With the pending future development in the area of the Bennett Road level crossing and considering the subdivision at the southwest quadrant of the crossing includes fencing there may be a potential for the requirement for fencing at the other 3 quadrants of the crossing with an estimated cost of roughly $170,000. Installation of the fencing would require approval of the landowners adjacent to the rail corridor, one of them is Clarington, as typically the rail authority does not permit the construction of fencing within the corridor. 3.1.4 The Canadian National Railway (CNR) has stated that it will require a purchase order in the amount of $10,000 to undertake a review of the whistle cessation request and the supporting report that Clarington retained WSP to complete. The $10,000 is an upset amount and CNR would bill for actual staff and consultant time spent on the review. Funding for this could be provided from the Consulting/Professional Fees reserve, account number 100-00-000-00000-2926. 3.2 Maintenance Further to the immediate improvements required, the Municipality and the rail authority would be required to maintain the grade level crossings to ensure continued compliance with the GCR and GCS. If a crossing falls below compliance, the rail authority may choose to reintroduce whistling at their discretion. 3.3 Liability The Municipality will be required to enter into a liability agreement with the railway and obtain additional liability insurance to protect the Municipality and the railway against third party claims for bodily injury and property damage arising out of or resulting from or connected with the issuance of an order to stop whistling at affected crossings. It is estimated that the cost of additional insurance premiums required with the implementation of whistle cessation would be approximately $500 per level crossing. 4. Available Options Both crossings are eligible for the implementation of whistle cessation, however, the assessment of the crossings revealed several deficiencies that would need to be remediated to ensure compliance with Transport Canada's GCR and GCS. These deficiencies include improvements to the grade level crossing surface and road approaches, signage, pavement markings and active warning system and are expected to cost approximately $430,000 if fencing costs are also factored in. A detailed list of the noted deficiencies and suggested immediate and future actions for remediation can Municipality of Clarington Report EGD -004-18 Page 9 be found in Tables 3 & 4 (Bennett Road) and Tables 6 & 7 (Cobbledick Road), of Attachment 1 to Report EGD -004-18. The detailed cost estimate including rail authority fees, design, administration and contingencies is provided as Attachment 2 to Report EGD -004-18. Council can choose to proceed in moving to Step 2 by authorizing staff to issue a $10,000 purchase order, funded from the Consulting/Professional Fees reserve account number 100-00-00000-2926, to the Canadian National Railway for their review of the sites and the Whistle Cessation Report. In doing so Council will be indicating a willingness to accept the total costs for the necessary improvement works which may be approximately $430,000. These costs will be included in a future budget. •o Council denies the request for whistle cessation at the Bennett Road & Cobbledick Road Level Crossings. 5. Concurrence This report has been reviewed by the Director of Finance/Treasurer who concurs with the recommendations. 6. Conclusion The whistle cessation study conducted concludes, based on WSP's review, that whistle cessation is possible at both the Bennett Road, and Cobbledick Road, grade level crossings subject to the implementation of recommended actions for safety improvements to ensure compliance with Transport Canada's GCR and GCS if Council is willing to assume the costs. Staff are of the opinion that cessation of whistling reduces the level of safety at the grade level crossings and increases potential risk and liability to the Municipality. Future intensive development of the surrounding areas will bring significant increases to traffic of all varieties at the crossings. The Municipality and rail authority will need to ensure strict maintenance of the crossings to limit risk and liability. With the findings of the whistle cessation report it would be feasible to move to Step 2 of Transport Canada's guidelines for whistle cessation if Council is willing to accept that there may be a financial impact of approximately $430,000 with respect to implementation that would require funding. The preliminary cost estimate would be refined through Step 2 of the process. Should the project move beyond Step 2, the future capital requirements would be referred for consideration to a future budget as appropriate based on timing. Municipality of Clarington Report EGD -004-18 7. Strategic Plan Application Not applicable. Submitted by. Anthony Cannella, Director of Engineering Services Page 10 Reviewed by: Andrew C. Allison, B. Comm, LL.B CAO Staff Contact: Ron Albright, Assistant Director, Engineering Services, (905) 623-3379, Ext. 2305 or ralbright@clarington.net ASC/ra/rb/jb Attachments: Attachment 1 — Train Whistle Cessation Study, CN Rail Crossing on Bennett Road and Cobbledick Road in Clarington, ON - WSP Attachment 2 — Detailed Cost Estimate List of interested parties to be notified of Council's decision is on file in the Engineering Services Department. Wilmot Creek Homeowners Association Lakebreeze East Village Ltd. 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■111111■■111■■111111111111111111111111111111 ■1111111111■■■■1111■111■111■11111 1111■111111111■■111■111 1111111 ■111■ ■■1111111■1111111111■■■ ■ 1111■111■1111■■1111111111■1111111111 ■111■■■ ■■11111111 ❑❑❑ID❑❑M== [I❑❑D❑❑D❑[IrTM❑] ❑ ❑ ❑Ffl]FVM❑ ❑®❑mm TM❑❑]❑❑lF]❑❑Mfl❑ ❑❑❑❑Ilm❑❑] ❑ EID m=❑m❑❑FM❑[T[❑❑m❑❑mem❑❑❑®mm❑ ❑®❑FFIT❑ =❑7M❑❑®T®m El ED EL❑❑MU❑ ❑❑E1111❑]❑UTI❑] 111❑❑E11❑❑ 1MITIE ❑❑❑ID❑❑]❑]❑❑M❑❑FFIFEHI❑] ❑ITIT❑❑ ❑❑FTTn❑❑❑[T[]Eu7F❑❑®❑ 11111 T] ❑oo® oMoM®o®®o® oo®o ❑ o ® o® ®®o®o® 0000® 000®oo® 000®o® 000® ®®®o® ®®® ❑ ❑o® 00000® ®oo®® ®o®❑®o®0000 ■❑ 1111111■■ mill III mill mill ■11111■11111■■■■1111■11111111 ■111111111■11111■MEN ■11111■11111■■111■1111111111111111■1111111111 ■■111111■■111■■■ ■■■■III■111■■■■■■■111■111111111111■111111■■■■■11111■■111■111■■■ ■■111111■111111111■■111111■■■■■111■■ ■■111■■■■111111111■ 1111111111111111 ■■■111111■■1111111111111■111111■■III■■11111111 ■■■■1111111 ■■■111■■111 ■■■111■111■111 ■■■111 ■111111■11111■■111■■■■ 11111111■111111■ ■11111 ■■ ■■■11111111111111111■■■■111■11111■1111111■111111■■111111■111 ■■111■■■111■111■11111■111■■■11111111■■111■IIIIIIII ■■■■■1111111■■I■■■■1111■111■1111■■111111111111111■I■■■■1111■1111■I ■1111■111■I ■■■I■1111111■111■■11111111■■■■111■■ ■■111■I■ ■111■■■ 1111111 111■■1111111111■111■1111111111111111■■■11111 ■111111■■III ■■11111111■1111111111111 ■111111111■■11111■11111 I ■111111111■111■■■■■■ ■■111111111■ 111■■■ ■ ■■■■■11111111■111■■ ■111111■111■■■11111■11111111111111■■■111■■ ■■11111■■111■■■111■■■11111■111■111 gym❑ ❑ ❑❑❑❑❑FF❑®❑TE] ❑❑®❑❑FUT❑FFM❑mT❑❑FM❑❑T®❑AFM ❑❑❑❑® ❑❑❑EE❑❑❑ ❑ ❑❑❑[Hl❑❑❑❑[EFTTH❑EH1❑HU❑SFU ❑MTMFFFF1=FflT❑[®® [Lll❑[k]FFM❑FVFM❑m❑[E❑HTI❑FIMIU[[[I mE[[]=❑m[TIFFMT❑❑❑®FM❑gym❑7M❑®F-M❑mom®❑❑❑7MM❑=❑M®FIM[I❑FM® ❑FUM®❑ET] ❑ ❑FFF❑FF[FflFrM❑mom[I❑❑MTPFTFH❑mLI]❑mFFH❑FTMI[I]EIEFM❑❑❑m❑m1111❑ ❑❑❑mm❑mEUm ®FUT❑❑EF❑MT][TIFTI❑® ®❑®EFI❑❑❑[T[I❑FM❑EFIF❑FF® ❑77F[17FMT] [IFTIFI❑❑EM®❑F-MET] [T[I❑®® ❑=M[1❑AFM❑= LLLIE LULLuLLuULLLuu LLLLu❑11111 u❑❑ ❑Uu❑❑lu ulu-L❑Llu -I❑L❑E ❑❑LU❑LU-IuL LILLU > :11] oFFM E10 -Moro® 000[IFMM oo® 000®] 1111 ® u ■■ ■ ■■ 111 ■111 ■ ■ ■■ ■ ■■ ■ ■■■■■■111■111■■ ■■■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII61 ■111171111■I■1■1■1■1■1■11111■111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111� ■1119 ■ ■■■111111■I■111 ■■■1111■■■■11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■1111119 ■ 111■■111111■■III■111 ■■■1111111■■111111 ■■1111■■111■■1111111■■11111111111111111111111111111111111111111111111111111111111111111111111119 ■1111119 ■ 111■■111111■■III■111111■■■111■111111■■111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■1118 ■ ■111■■111■111■■■■■111■111■■■■■■■■■1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■1118■■■■■■■■■■■1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■11117■11111■11111■1■II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II ■1119 ■ ■11111111111 ■■■■11111■111 ■■■111111■I■111 ■■■1111■■■■11111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■1111119 ■ ■■■■1111111 ■■■111111 IIIIIIII■■111■111 ■ 111111■■111■111 ■■■IIIIIIIII■11111111111111111111111111111111111111111111111111111111111119 ■1111119 ■ ■■■III■III■111 ■■■111111 11111111■■111■111 ■ 111111■■111■111 ■■■111111111■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■9 ❑MT?l ❑EFOEF[IFFF❑❑❑MM❑MM❑❑ m ❑MT?l ❑ ❑❑❑❑® ❑❑❑® ®®❑❑®❑® ❑ ® ®❑❑EE]❑®❑❑❑®®®❑ m ❑MT?l ❑ ❑❑❑®❑®❑® ❑❑❑® ®®❑❑®❑® ❑ ® ®❑❑®❑®❑❑❑®®®❑ 11 lfilfilfilfilfilfilfil m ❑FFFF?l ❑❑❑MM❑MM ❑MITI❑❑ ❑ ❑EIIm ■1119 ■■■■■■■111■■111■■■■■■111■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■9 a 0 1■11111■11111■11111■I■1■I■I■I■I ■I■I■IIIIIIIIIIIIIII■I■IIIIIIIIIIIIIIIIIIIIIII■1■1111111■I■I■1111111■1■I■IIIIIIIIIIIIIII■■IIIIIIIII■11111■■1111■1■1111111111■■IIIIIIIIIIIII■I■IIWIII■■1111■I■11111111111111111■I■I ■ 111■111 IIII■■1111 ■IIIIIIII■111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111119 ■■■IIIIII11111 ■■■■1111111 ■■■11111 1111111■■111■11111111 ■■■111111111111111 ■1111■111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111■9 ■■■11111111111 ■■■■1111111 ■■■11111 1111111■■111■11111111 ■■■111■1111■■111■■111 ■■■■ ■ ■■■■■111 ■1111■■11111111 ■ ■■111111■ ■ ■1111■■1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111■9 ■■■11111111111 ■■■■1111111 ■■■11111 1111111■■111■11111111 ■■■111■1111■■111■■111 ■■■■ ■ ■■■■■111 ■1111■■111111■111111111 ■1111■■ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■ 9 11110® 0E[D0E[O®11®®11®1111®11®® ®®o®o®®EID®® o®®moo®®11FM 1111® o® ®®11®11®11111111®111111®1111®111111®11®111111® ®®11TI11® ®®® 111111®1111111111® ®1111®® ®11®11®0®0111111 ■■ 0 ■■■11111111111 ■■■111■111■111 ■■■11111 1111111■■111■11111111 ■■■111111111111111 ■1111■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■8 ■■■IIIIII11111 ■■■111■III■111 ■■■11111 1111111■■111■11111111 ■■■111■1111■■111■■111 ■■■■ ■ ■■■■■111 ■1111■■11111111 ■ ■■111111■ ■ ■1111■■1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111■B ■■■11111111111 ■■■111■111■111 ■■■11111 1111111■■111■11111111 ■■■111■1111■■111■■111 ■■■■ ■ ■■■■■111 ■1111■■111■■111111111 ■1111■■ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■ 8 ■■■IIIIII11111 ■■11111 ■1111 ■111111 ■■ ■ ■11111111111 ■ ■■III111111 ■1111■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■B ■■■IIIIII11111 ■■11111 ■1111 ■111111 ■■ ■ ■111111111■111111111 ■1111■■1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111■B Fol ■■■■■■111■■■ ■ ■ ■ ■ ■ ■ 111111111111 ■■■■1111111 ■■■11111 11111111■■111■11111 ■11111111■111 ■111111111 ■■■■■■ ■■11111111111111 ■111■■ ■ ■ ■ ■ ■ ■ mm mm ■■■m■m■m ■■■n111 nllm■■m■■11 ■■Inln■m■mmm ■■■■■■ ■■■Ilmmm ■m■■ 11011®11®11®®0®®0®110®11®® ®®11®®®®® 0®®11=®0®®0® 0 0 ® 0® E[D=0FFITI0® 0000®000®00® 000®0 000® ®®®OFFM Im 0 00® ®11®11011=11011❑ R ■111■ 111■■■■■■■111■■ ❑ 1111 m 1111❑❑❑m 111❑❑m® ®11FTTT1 ❑ ❑ FM ❑=OT1®❑❑mom❑m ❑TI❑FTI®❑mom❑m 1117M❑ITO ❑ HFU❑LE[I❑FFU❑m ❑❑UH11 ®❑❑D❑❑mE[E❑ID❑FFfl[E]EM❑F-UEHIE[H ❑FIM❑111❑❑❑IDm❑ ❑ 1111❑❑11M❑m ❑❑m=ETI❑EMET] 1111 HET] ❑❑FFFI❑ED❑EU® M❑LFI❑ET1W ❑ E EITA❑❑FFMMMMM❑FU❑❑ ❑ 1111❑❑®❑TO ❑®1111® ❑® ❑FTIT ❑ FU ®❑=❑[1T1 ❑❑❑❑FTFI ®®®❑E111 ❑117FE] ®®❑TO❑®❑❑❑ EM ❑❑IID❑❑❑E1❑111H11111 ■■■I■I■I■I■IIIIIIIII■I■I■111111■■11111■IIIIIIIIIIIIIIIIIIIII■I■11111■1111111■111111111■I■1111■11111■I■I■IIIIIIIIIII■1111111■I■I■I ■■■1■I■I■11111■1111■1111■I■I■111111■■11111■IIIIIIIIIIIIIIIIIIIII■I■11111■1111111■111111111■I■1111■11111■I■I■IIIIIIIIIII■1111111■I■I■I ❑ ❑❑]❑❑❑]1111❑❑=ID❑❑]❑ [I❑]❑❑❑ =Llllllfl❑❑=EU❑❑❑]❑❑ HU❑❑❑]❑❑]❑❑ID❑ ❑❑❑❑❑SEL ❑ 11]11 EL❑❑❑ ❑ FITM❑EF ❑❑❑[E1®❑= ❑ ❑ FTF❑❑EF] TI❑❑EF] FITM❑EF OTI❑❑❑TTI= ❑ ❑ ®[T1F11❑®MTF1==❑FFn❑ ❑❑FM❑7M❑FI]❑®F7n❑[T[Im❑ ❑®❑®❑ 71 ❑®11®117F❑❑®❑ ❑❑FTFTnFFFFTTM❑ETI❑❑[TIIFM❑ETI ❑ ❑ ITI❑❑❑ ❑ ❑❑❑❑❑MM LE[I❑®❑LE[I ❑ ❑ ❑] ❑❑❑Q]❑❑] 1111❑] ■111■ ■ ■■■1111111■111 ■■■11111■ ■■111■ 0 ■1111111111■■■■1111■111 ■ mill ■111111 Ellin ■■111 Ellin 111111111■111111■■111■ mill 111Ilion ■11111■111111111111■■1111■Ills ■1111111111■■ 0 0 0 111■■111 ■■■■■1111111111111111■111 ■ ■ 11111 ■111■■■11111■■1111■■1111111111■111 ■ ■ 111■■111 ■ ■ 111111111111111■111■III■ 111 ///////■ ■■■■111 ■■111 111■■ ■■111■■■■■ ■111 ■■■1111■■ ■■111■ ■111 111■■ ■ ■11111 ■■■ ■ ■111111■ ■ ■11111 111■■ 11111111■ III■■ 111■■11111■ ■■111111111111111■■11111■■111 111111 111■111111■1II I■■11111■1111■■111■■ 1111111 0 11111111111111111111 ■■1111111■1111111111 ■■1 1111 II ■111 ■■■1 11111 II ■11111111111■■11111111111■■111111■■111■111 moons 1111111■■111■■■ ■11111■ ■111■■■■111111■■■■■■111111■■■111■■111■■■■11111■■111■■■ 11111 I1 ■■■■ ■1111111111■1111111111111111111■111 111■■111111■■III■■111111■■■111■11111■■■ 111111111 ■ IIIIIII11111■11111■■111■■111■■■111 111111 111■111111■111 ■■11111■■■111111■■IIIIIIIIIII■■111111■■III■11111■11111■■11111■111■■11111■■111111111111■1111■■ 11111111111■111111111111■■1111■■111■■11111111■■111 111111 111■111111■111 ■■11111■11111■■■11111■■■111■11111■III■■11111111111■■■111■11111■■111■■■■■1111111111■1111111■■ ■IIIIIIIIIIIIIII■I■111111■I■I■ TFTI ITI❑EFIT❑FT] ❑=❑®❑❑®EF] ❑®❑F7nFTFEFIT❑❑FFTT=❑®mFF[I❑FTI❑FM❑FM❑❑ [I11]❑[[[] El ❑❑❑❑[[[] ELFIM EI]❑[IMFTflLI]❑❑❑IID❑❑❑DMfl❑®TU❑)❑ ❑O DFU❑❑UEE LIKIMU❑EA LI❑❑EE LII❑FIM❑m ❑ [[[]❑❑❑❑]❑FIF]❑❑❑m❑][[[]❑FFflLEI❑LEIE[E❑FM❑]FM❑FflM❑m❑D❑r[M❑LEI[I❑EL ❑❑U]❑❑]❑❑❑]❑❑❑❑] TMD ITI❑F11 ❑TI®❑ ❑ TF®❑®T❑❑®FT] F111®❑®❑mFT] OTI❑❑❑FTIFFF❑FFTMFTMm❑❑❑FFFn❑ ❑]❑❑]1111 ❑❑FMM❑❑FFM❑❑ID®1111❑ LIFHLI❑M❑❑❑FFFI❑ID❑r[FF❑ID❑MIFI❑❑❑)MIFI❑❑FM❑❑ ❑ ❑TI®❑ ❑ [1E1 ❑F7F ❑❑®❑ETI❑❑MFFF]❑®FFTTn❑❑❑FTI=MF❑®E ❑FFA❑TIEUT] [T❑mOTI OTI❑❑❑SFT 11 11110® 0EID0U®11®®11®1111®11 110 ® o® ®®11®11®11111111®111111®1111®111111®11®111111® ®®®11® ®®® 111111®1111111111® ®111171E] ®11®11®11®11111111 ■■ ■❑ 11111111111111111■11111111111■1111111■111■111■111■111■111■11111■ milli ■11111111 ■ mill Ill MINIMUM mill 111■■111111■■111■■■ ■ 111■■■111■1111111111■■■■■111■111■■■111■■11111■■1111111■■■111■■■■111■■III■■■■11111■■■■■■■111■111■■ ■■■11111■■111111■■■11111■1111■■111■11111■1111111111111111111111111111111111■■■111111■■■111■111 11 ❑❑1111® TM [ITI❑❑®[11❑❑FFFFT=❑FM®❑®FTM®❑ ❑TI [ITI®❑❑®ETI [1][ITI®❑M M❑❑E111 111=❑1T] ❑ [[[]❑❑❑LflFFIFI❑❑FUflm[[[]❑FFflLEI❑LE]EIE❑FMEMFM❑Ff[MFUfl=Fr[M❑LEI❑❑EL ❑M❑EL1❑❑[ID❑❑❑ED null ITI❑E111 ❑TTI®❑ ❑ ®❑FFMFMm❑❑❑7F®❑[TFI❑❑ ❑❑M®❑❑®❑M® ❑FFM❑7M❑❑ m❑❑❑ETTIFTFI❑OTI®M[I❑UTI❑❑[EIFTF]❑❑FTM❑m ❑TTI®❑ ❑ m ❑= ❑❑RHI❑m❑❑TM❑®❑ FTfl❑❑❑EU=MM❑F1FM[[[1 ❑FIFEM❑LE[IFHFM❑mIIII IIII❑❑❑EIEFFM El EU EL❑T ❑M[Ffl❑[SEM❑ELFTTrl❑[E]❑FflP❑❑TFI❑FFEIH❑❑[IDS ELEUM❑EL EU❑❑ED [AFM❑m ❑ DTI❑❑❑[TIF7n®M❑❑❑❑DTI[I®FF17FI]❑❑®❑[I®OT]❑❑❑FII❑❑❑F-M=❑❑mFMm❑❑❑mOTI❑OTI❑❑ ❑❑❑RTFI❑®=11 EI=®❑®[T[I®[TOOTIOTI®❑mom IT11❑❑❑111= 11 T®FTI 1111]®❑ ❑ FTI ®1111®M❑OT]®❑FFFFI®❑[T]F-M❑®❑®❑❑®❑®[ITI❑❑[EIT MEET] EM❑m EU❑❑m LflFM❑FFF [ID❑❑❑LflFMT-]❑[ID❑FTFH❑FH❑ELI ❑FM❑F-UFTfl]®❑FFFHL:EI❑L[[IFFr❑=❑m FW❑ F1rMFF1M❑rFM❑F11M❑[ID[W® ❑FrM[E[I❑MFM❑❑LE[IFHFM❑[IDE[E❑❑F[rMFFIM❑LL[I El E®1111 11LUE111 ❑ FTFrM❑[W❑TTI[ID❑EHIFTM❑[E]❑Mfl❑❑Mfl❑WFTP[ID❑ [ILEILEIMM❑❑MEHI MLE11111 IT11111TO T❑❑ITI MFFUT❑FFF ITI]❑❑❑[TIFFF❑®❑®❑FUT❑[ITI ❑FM[1®=®❑®FFF ❑®FTMOTI❑®FT] [ID❑ [FI❑❑❑❑[UFM❑ LE[ID❑FIM❑[M❑❑Lfl❑mMMFFM❑[IDS❑❑FIFMFFIM❑LE❑❑FFMLE❑m❑Lfl❑❑❑ ❑[[[1❑=❑MMS❑FrM❑[IDS ❑=❑[[[]LflMM[M❑MM❑[IDS❑❑FTFIII=❑LL[I El 1111❑❑ ID ❑ ❑mom=Fr[M❑=❑❑m❑❑m❑❑❑FFF❑❑[ID❑ 111IMT-1 ❑❑m❑LE[]E[EmLflm❑❑[ID❑❑ ❑F-M=FTI❑❑MTFI[l]❑❑=FM❑®❑®mom❑®FTI[IEFIFI]❑FM[T[IFM❑®®FMFM❑EFI❑❑❑ ❑❑❑MM❑gym❑[IDS ❑LETRUIUMM ELED ❑1[] ❑[L[ID❑ ❑ [ID TMFFFMm[ID❑®❑MTfl❑❑L[I❑TFM ❑FMfl[I[FFTfl]®❑L[IrPM❑E[EEI]❑❑❑ ■111■■111 mill ■■III ■■11111 ■■1111111■NINE ■11111■■111111111■■■111■111■11111■1111111111111111111■111■11111111■■ ■1111111■111 1INN ■111111■■III■■1HIM 1■■■111■11111111 111111 111■1111111111 ■■111■■ ■■■■111 ■■11111 ■■■■11111111111111■1111111■111111■■111111■■111■111 ❑ ❑ 11011®11®11®®0®®0®110®❑®® ®®❑®®®®® =1111 11=711T ®0® D D ® D® E[ODDIDDFFITID® DE]DD® EIDE]®DD® DDD®DEIE]EIFTTM ®®®D® ®®[[E ELI D D D ® EIDE]❑❑❑ ®DE]❑❑ ®o®❑❑E10❑❑zm❑❑❑❑ ■❑ ❑❑❑TITF®❑❑1FUT11 Tom® ❑ ❑® ❑❑❑M❑ ❑❑111®® Ell-11IF11❑1TO❑❑FTI❑ ❑fl®❑❑®ITI] I -I❑❑❑ ❑EFI❑❑[[[]❑❑[L[I FM[[[][[]❑[[[] [EI❑[[[] FMFI❑❑FH ❑[[[IFMTH❑❑ ❑❑❑FIM®❑ [HI❑EL❑M❑❑❑❑FM❑=❑❑M❑FFFM ❑FTIF ❑❑EUM®UTH❑ EU ❑ ❑ ❑1111❑ m❑❑❑ W ••■ ■ 111■■111■■■ ■111111■■■■■111■ ■■■■■■III■■■■■■■III■III■111■■■■■■■■111■■ 111■■111111■■■ ■ ■ ■■■■■ ■■I■1■1111111■IIIIIIIIIIIIIIIIIIIIIIIIII■1111■IIIIIIIIIII■IIIIIIIIIIIII■11111■1■11111 ••■ ■ ■11111 ■■■ 11111■1111111111 ■■■ ■ ■■111 ■■111 ■■■■■ ■■III■■■■■ ■111 111■■■111■■ ■■■■111■11111■■■ ■■■■■■■ 11111111■■I■I■■1111■11111111111111111111■I■I■11111■IIIIIIIIII■IIIIIIIIII■IIIIIIIIIIIII■IIIIIIII■■1111■11111 ••■ ■■■■11111111111■■IIIIIIIII■■111■11111111111■■■■■■■111■■■■■■■■■■■■■■■111■■■111111■■■■111■■■■■1111■■111 ■11111■■ ■111■■■■1111■■■■IIIIIIIII■ III■111■■■■11111111■111 IIIIIII111■■■■111111■ ■■■■■111111111111111111111■ 111 ■IIIIIIIII■■ I ■ ■■■■■■■■111 111111■■■■111 ■■■■111■■■■■111■■111■■■■■■■■■■■■■111111■■1111111 ■111■ ■■ ■■■111111■■ ■111111■1111■11111■■11111■ ■■111111■■■111111■11111■111■■ ■111■■1111■■■11111■■11111■1111111111111■111■■11111 ■IIIIIIIII■■ 111111111111111 ••■ ■ ■III■1111111■■■■1111■11111■111■■■■111■111111111■■■ ■1111■111■1111111111■■■IIIIIIIIIIIIIII■■11111111 ••■ ■ ■■111111111111■■III■111■■111■■■11111■■■■11111 ■11111111 ■111111■■111■■1111111111111■111■■11111111■111■■11111111■■■111111 111■■111■■11111■ ■■111■111111■■■111111■■■■111■■ 111■■111■■ ■11111111■■111■■■■■111111■■■111■1111111■■■■■■111■ ■■■■11111■■11111111■111■■■111■11111111111■111■ 111 ❑ ❑ 11 ❑❑❑® ❑ED❑E[O®o®®❑® ❑❑®❑®® ®®❑®❑®®EU®® ❑®®I I I I I I I I ❑®®oma 1111 ®11® ®®11®11®111111❑®1111❑®11❑® ❑11❑®11®11❑11® ®®®o® ®®® 11 ❑ [ICE 11❑11❑11® ®1111®® ®11®11®0®0111111 ■■ ❑❑1111❑ ❑LEIC ❑❑ml❑ ❑UF ■ 111■■111111■■III■■1111111111111■■ ■111■111 ■ ■111■111111111111111111111 HOUR Ellin ■1111111111■■ ■ 111■■111111■■III■■1111111111 ■■IIIIIIIII ■■■ ■11111 ■■111 ■■III■■ ■■111111■■1111111■■111111■ 11111■1111111111111111■ ■ ■111111■111111■■IIIIIIIIIII■■111111■■ ■ ■■■■■ ■ ■1111111111111■■■■ ■ ■1111111111111■■■■ ■■ 1111111111■111■ ■■ ■11111111 NONE ■ ■111■ ■111■ ■ ■111■ ■111■ ■ ■111■ ■111■ ■ 01110 ■111■ ■ ■111■ ■111■ ■ ■111 ■111111■■ ■ ■111 ■111111■■ 111111■111■ 111111 ■■■■ ■■■■ ■■■111■ ■ ■■■ 111■ ■ 111■111 ■■111 111■■11111■ ■■111 111■■11111■ ■■111 ■■111111■111■ 111111 ■■■■ ■■■111111 ■ ■■■■ ■■■111111 ■ 111■11111■111 ■■111 ■ ■■11111■111■ 111111 ■■■1 ■■■111111 ■ ■■■111111 ■ ■■111111 ■ 111010 ■■111 PENN111111■111■■111■ 111■■■1111111■11111111111■■III■111111■111111■■111111■111111 ■■■1111111111111111■111111■111■■111■ 111■■■1111111■11111111111■■III■111111■11111111111■111111■■111■111■111 ❑❑❑TITF®❑❑1FUT11 Tom® ❑ ❑® ❑❑❑M❑ ❑❑111®® Ell-11IF11❑1TO❑❑FTI❑ ❑fl®❑❑®ITI] I -I❑❑❑ ❑EFI❑❑[[[]❑❑[L[I FM[[[][[]❑[[[] [EI❑[[[] FMFI❑❑FH ❑[[[IFMTH❑❑ ❑❑❑FIM®❑ [HI❑EL❑M❑❑❑❑FM❑=❑❑M❑FFFM ❑FTIF ❑❑EUM®UTH❑ EU ❑ ❑ ❑1111❑ m❑❑❑ W ••■ ■ 111■■111■■■ ■111111■■■■■111■ ■■■■■■III■■■■■■■III■III■111■■■■■■■■111■■ 111■■111111■■■ ■ ■ ■■■■■ ■■I■1■1111111■IIIIIIIIIIIIIIIIIIIIIIIIII■1111■IIIIIIIIIII■IIIIIIIIIIIII■11111■1■11111 ••■ ■ ■11111 ■■■ 11111■1111111111 ■■■ ■ ■■111 ■■111 ■■■■■ ■■III■■■■■ ■111 111■■■111■■ ■■■■111■11111■■■ ■■■■■■■ 11111111■■I■I■■1111■11111111111111111111■I■I■11111■IIIIIIIIII■IIIIIIIIII■IIIIIIIIIIIII■IIIIIIII■■1111■11111 ••■ ■■■■11111111111■■IIIIIIIII■■111■11111111111■■■■■■■111■■■■■■■■■■■■■■■111■■■111111■■■■111■■■■■1111■■111 ■11111■■ ■111■■■■1111■■■■IIIIIIIII■ III■111■■■■11111111■111 IIIIIII111■■■■111111■ ■■■■■111111111111111111111■ 111 ■IIIIIIIII■■ I ■ ■■■■■■■■111 111111■■■■111 ■■■■111■■■■■111■■111■■■■■■■■■■■■■111111■■1111111 ■111■ ■■ ■■■111111■■ ■111111■1111■11111■■11111■ ■■111111■■■111111■11111■111■■ ■111■■1111■■■11111■■11111■1111111111111■111■■11111 ■IIIIIIIII■■ 111111111111111 ••■ ■ ■III■1111111■■■■1111■11111■111■■■■111■111111111■■■ ■1111■111■1111111111■■■IIIIIIIIIIIIIII■■11111111 ••■ ■ ■■111111111111■■III■111■■111■■■11111■■■■11111 ■11111111 ■111111■■111■■1111111111111■111■■11111111■111■■11111111■■■111111 111■■111■■11111■ ■■111■111111■■■111111■■■■111■■ 111■■111■■ ■11111111■■111■■■■■111111■■■111■1111111■■■■■■111■ ■■■■11111■■11111111■111■■■111■11111111111■111■ 111 ❑ ❑ 11 ❑❑❑® ❑ED❑E[O®o®®❑® ❑❑®❑®® ®®❑®❑®®EU®® ❑®®I I I I I I I I ❑®®oma 1111 ®11® ®®11®11®111111❑®1111❑®11❑® ❑11❑®11®11❑11® ®®®o® ®®® 11 ❑ [ICE 11❑11❑11® ®1111®® ®11®11®0®0111111 ■■ ■❑ ■111■ ■ ■111■■111■111■■■■■111■111■■■■■■■■■■ ❑LII❑m[IFMF 1111❑❑❑EIHLIIFFM❑FMEIHLI]m❑❑EIEFU❑ID® H❑r1M❑❑MHE1H ❑❑SMF❑❑❑TF[HE[E❑❑❑FFIII❑M❑m ❑❑❑ DTI❑® ❑ ❑❑7U❑ FII®MFM ❑ ❑ FFFFFM=[T[I❑❑®®[ITIFFTPTME[[IFFFFT❑❑[T[I[T[I ® ❑ ❑❑❑ ❑gym❑❑TI❑ M m❑ ❑®❑DTI❑ ®❑OTI❑❑❑ FI❑❑❑❑ FTI=❑❑❑ TIm❑❑TTI❑❑ ❑ ❑ ❑❑❑M❑mEHIE[H❑ ® H❑FIM❑❑❑ ❑ ❑❑❑H❑ ❑❑MFFFI❑ LA❑FI❑m1111 1111TI®11❑❑ ❑UTI❑❑ID❑ ❑111111ELm11❑UH❑ m❑®❑=❑F7n ❑FFFFI[T[IFT]®❑TI❑®❑ ITO ■nn mmm■■m■■m ■nmm�n■nn■■■■mn■ninnn■■■n■■■■nn EiII111■11111111■� ■nlllllll■■1■■■■1llimili■1111111■ ■■■■��■ ■■nllll■111111�II11■■111■■■l■IE■■■■111111111■ ■m■■■nminnin■■ ■ ■■mmm��■■mn■nm■nni■m■n■mmin■ninminnin■■■m■mm■■m■■mm■■m■mm ■ ■mmm�nm■■m■■nmm■■mmnnln ■■m■miln■nm ■m ■ ■■mm■nun�m■■■■nn�m mnm ■nln ■■m ■■ ■■■■nin moons ■■111111■111111■■■■■■1111■■ nn mill ■■111■■ ■■■I■■■ MEN ■■1111million ■111111■■111■■IIIIIlion 1111III■■I■111 m■n ■■mIlion ■Unit ■nin■nn■m■■■■■ninn I■Inn■�m■mnnmm�un� nim■i■i■minn■■nnn�mlmnmmnnlm■mn■mmu�inn■■nnl■Inim ❑❑❑[1 ❑ ❑❑❑H❑❑M ❑❑gym ❑® ELIMm❑11 ❑=FHW❑m 11E1H ❑EU1111TIF]W❑m T®® ❑ ❑ MTFFn=[T[I❑❑®TMS=❑ffTFF®[IFI]❑❑®[T[I FTM❑❑❑gym❑❑TFFM❑=EE1� [[fl[[[]❑r[M❑❑IDS❑❑FFIDFMFIm[HIFIM❑E[E❑❑IDFU❑❑ID❑❑E[H❑❑W❑FIM ❑❑M❑11D❑❑[EIEIH❑FU❑ET]m❑EIELI[I ❑rmll Lill] ❑[[[I❑ID ❑M[[flMTfl❑FTFfl❑❑W[[fl❑❑EM❑ID® ❑❑fMFMTfl[I❑ID ■m ■ ■■mm■nun�■ ■■■■ ■■nun ■■■ ■■■■■■■ m■■ ■■■■■m■mm ■■■mom m■■ ■n■■■mn■■■ ■n■■m■■ ■■moinm■■nun nin■■m n■■■m■■m ■■■nnmun■■m■■nn n■■■nn ■n■■nn■mm■■■n■■nun ❑❑❑FT] ❑❑TTF❑❑❑FU❑FM® ❑=❑ ❑❑❑�F-M= ❑❑[T[1❑FMFM❑®❑[-E1FI1❑❑TEIFII ❑ ❑®®AFM❑= ❑❑=❑FT] ❑®❑FTM71-I®❑EM❑❑®❑ ❑❑❑FM❑®FMFM❑FT1❑❑❑ 11MU11LI1 EL❑❑ED EIE❑ IMII= ❑❑❑MUM❑❑M❑❑LE [I❑❑❑❑MT[F] L❑M❑ED LI111❑110 LA❑FIFTIED 111]❑❑❑LAS ❑❑TTM ❑=❑DTI❑❑❑DTI=❑❑❑❑®❑IT[IOTIFII[T[I=❑❑®❑❑®❑❑®OTI❑OTIFII ®❑®❑TTIF11=1 ❑®m ❑ HUMM❑❑D❑❑M❑❑AMM❑❑ID❑❑[[flr[M❑FFM ■m ■ ■■mm■nun�■ ■■■■ ■nolo ■■■ ■■■n■■ mom m■■ ■n■■■m■mm ■ ■■m■ m■■ ■■n■■mn■■■ ■■m■mn■I■■m■■■Immm■minn■nlmmnn■■■Imnn■minn■Immminnnmmnnlm■mnmmmml■■■Inn ninnn■nin ■■mm■nlnn■n■■nim■nimnln ■■■■■■ ■■■■■n■nin■nn■ ■m■nln■n■m■nim■HIM mill ■m■mm ■ ■■mmn■mm■■■in■■m■■■ni■■ ■■■mann■■m■■■mnimminm■■■m■nin■nn■■minnin ■■ nini■ ■mn■■nn� ■ ■■mm■mm�■ ■■■■ ■noun ■■■ m■■■■m ■■ mn■m ■■■mm■■ min■ ■ ■■n■■■■■m ■ ■■■■■m 11011®11®11®®❑®®0®110®❑®® ®®❑®®®®® ❑®111111=®0® ®07F 0 0 ® 0® E[O0LE0FFITI0® 0000®[][][IFTTM ®S®Soo® ®®® m 000[[0 ❑❑®®1111®❑®11S®110E[0[1=111111❑ ■❑ 11111■III■■111■■ MEIN ■■111 NONE Ilion ■ ■■111111■111111■■■■■111■■11111111 1111■111111111111Ilion ■■■■■111111■■ ■■■■■ ■■1111111■111■■mill 111■111111■111■■11111111111■■■■1111111 1111■111111111111■111111■ 111111■111■1111111111111111111■111 1111■■■ ■■1111111111■■■■1111111 1111�, ■111111■■111111■111■11111■1111■■■1111111111■1111 ■111 ■ ■■111111■1111111111■■■■■1111111■■■11111111■111■■11111111■11111■11111111111■111■■11111■11111 ■11111111■111■■■111111■111 ■■111■■■1111111111■11111111■1111111■111■■111111■1111111111■1111111111111 ■1111111111■111 ❑ ❑m❑ FFM FM -1 ❑❑❑❑ ❑❑❑ EM❑LE[I [[[]❑❑ [ILI] ❑m ❑[[[] [[[I❑❑ ❑ EU❑❑❑ ❑ LAS[U] ❑ ❑❑❑1111FIT❑m ❑❑[❑ ❑ TI❑❑❑1111-171111-M ❑®❑TE] ❑❑TFU❑® ❑FF7n❑FUTFIIFFMFFMm®®❑®❑®❑1111=❑1TO ®®111 ❑FFM=❑❑®ITI❑®❑FIIm❑FII®❑ITIITI ❑❑F1FFTFTTF❑=❑7T®❑gym®®❑❑ m❑❑1J1E11❑=❑FMFFH❑FM® ❑❑ [I❑[IFFIF]❑❑EL]Mfffl[EIm❑FMPFMFHr[M[I=FUFILI]❑❑FUFIM❑FTflI ®FUT❑®❑❑ OTI❑❑ ❑❑❑❑❑ ❑❑❑®FTIT ❑TO ❑TI❑m❑® ❑ ❑❑❑❑❑TF ❑ ❑® ❑ ❑TTIFFFF ❑ ®=17111TI❑ FMMFFFI[[[]rM r[FFMFFTFIF" ■111 ■ ■11111 ■■111 ■■ 1111111■111111111■111111■■■■1111111 1111■111■■11111111111 ■11111■111 ■■111111■1111111111 11111111■ ■■111■■■11111■11111111111■■11111111■■■■11111111■■■111 ■1111111111■111■■■■■1111111111■111111■■111■11111111 ■ ■■■11111■■111111111111111■11111■■1111111■1111111■1111111111 ■■111■■ 11111111■■■■11111111■■■11111111■11111■1111■■11111■111■111 ■ ■ ■ 0 0 ■■ 1111111111111111 ■11111 111■1111■■ 111■■ ■■■11111■1111■■ ■111 ■ ■ ■ ■ ■ ■■111111111111111 0 ■11111■ ■111■111111■■ 111111 ■ ■ ■ 0 111■11111111111■■1111111111 ■■111■■ ■■■■111oil 11111■11111■111■■■■■■1111111111111111111■■■■1111111 1111■111111 ■1111 ■ ■111111111 IIIII■111111111111111111111■111111■ 111111■111■111111111111■11111111■1111■111■11111111111 ■IIIIIIIII■111■■■■1111■1111111111■■ ■111■■111■1111111111■■111111■III■■111111■■■1111111111111■■■IIIIIIII■11111■1111■■11111 ■■■1111111111 ■■111■■ ■■■■111■111111■11111■111 ■■111111■IIIIIIIII■■1111111111■11111■■111■111■1111111■11111111111111■1111111111■■ 0 ■111111111 Ellin ■■■1111■111■1111111111111111■■111■111■■■111111111111111■111■■111 ■111111111■1111111■■■■■111 wm ■111111■1111111111■■■111111111 ■■111■■11111111■11111■■■■■111111111111■11111111■ ■■1111111111■111■■111 ■111■■■1111111■■11111■11111■■■■111111111■111■■■■11111■111111111111111111 ■1111111111■1111111111■111111■■111■11111111 ❑ FETI❑m❑® ❑❑❑❑❑T] ❑® ❑FM ❑FF11 m❑F7nF7 ❑F-M[1❑®❑F7®=[T[1❑ ❑❑FFIT® ❑®❑❑ ❑FITM❑ITTIF1=1 ❑❑[[flFIM❑FWm❑❑FIM[[fl[[[I❑EM❑FFIMFFIM®LE[I ❑[L11EM[L11F1M❑EH1E[H❑WEH1H ❑❑❑❑EIH ITI❑® ❑❑77M❑T11111 ❑❑®❑❑®❑ ❑❑FFTFI®❑IT] FITI❑❑ O FIIFM❑= ❑❑❑®®❑=❑❑==❑❑ ❑❑EMLETITM❑EM ❑® ❑FF[fl ❑EMHU FrIl" 11 ❑ ❑ 11110® 0ED0E[O®11®1W11®1111®0 110 ® o® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®o® ®®® 111111®1111111111® ®1111®® ®0®11®0®0000 ■■ ■❑ ■111■ ■■■■■■■■■■■■ III lii111■IllllllMONSIEUR Illlun■n1■■11111■1111mill n1■■■■11111■ oil 1INN 111■111■ 1111111111■11111111111111 ■1111111111■■■■1111■1111111111■■ ■■■m■ninm■■m■■nn ■ ■ m■■nn ■m■ ■■m■nin■nunin■ m■m ■nm�m■m ■111 ■ ■■111111■Ilion ■■n■■■■■11111■ IlllEllinOn 0■111111■11111■I■■■n■ ■ ■IIII■IIII■IIIIIIIIIlion ■I■■111■I■1111■I■I■11111■MEN ■■■■11111111■■ ■11111111■■■ ■■■■ ■■111111 ■111■■111■■ ■111■■111 nl■■■ ■111 ■111■■111■■ ■mm■nn■m m■■■ ■m■■■ ■■■■ ■■■■■ ■■m ■ ■mm■■m ■m■miiiin■■m ■■■■ ■m■m ■■nnu■■m mimim�■inns■inuinu■i■i■■ni■in■inini■■uni■inni■inn ■m ■■mm■■■■nin■m■■n�■■■■■m■■mm■■■n�■■m■■■nn�■ ■m■■■m■■■■mnn■■■■ ■mm■■ ■■m■ m■■nn■mlill i■ ■m ■ ■mmnmmm ■nn■n■■■■mim■■■ ■■n■■■mm�n ■■n■■■m■n■■■■■■mim■■■m■■m■■■m■■ ■m■■ ■ ■■mm■mnm■■m ■ nn�■■■■nn■mm�n■■m■■m ■■m■ ■■un■m■■■nnu ■m ■ ■■■■■m■■nnm■in■■■mi■mi■m■■mi■mim■mm■■m■m■m ■■■■ ■■mn■m■■■■m■■m■■■■m■ ❑❑EM❑❑❑EM ❑FF1F1ffMFH❑[1FrM oc❑ ❑ FFFF]❑MTMm❑ ®®❑®❑®® ❑❑ITI]❑❑®❑❑[ITI❑❑III❑m❑FTT oc❑ EM❑❑❑EM❑❑MUmLfl[EI❑EM❑=❑IMFIM❑EMMMm❑FFTFfl❑AMM❑EMS❑= oc❑ ITI❑❑❑❑ m■■m■minin■mm■■m ..� m■■nnnn■nm■nm■■nn■mm�in■■■■ni■■■■nim�■nn■■■■■n■m■m■m■■mm■■■ ■m■n■ ■■■■■■ mm■■■nin oc❑ EM❑❑❑FUH❑FFmffM❑LflFIFFFEEMLflFMEM❑❑FTTP THEIEL❑❑❑ FW❑❑MMFIF ®FM❑m❑ FU❑EM ■ ■m■■■■m■■■m■■m■■■ ■■■■■nin■m■mm�■■■■m■■■■■■ m�■■■ m■■ ■■■■m■■■ ■■■m ■nin ■■■ ■ M1■■nl 111■■111■111 ■11111111■111 ■111111111 ■■■■■■ ■■unnlllllll ■III■Illn ■111111111■■■1111111 ■■nln■ ■IIIIII111■■■ ■■■■111■■■111■111IIIIIIIII■■1111111■111■■ 111 111■■111111■■III■111111■■■111■11111 ■■■■ ■■111■■■■■E ■m ■ m■■m■■■■n�■■un■■mnuin■■m■■nn■m■■■■nun■■nnm■m■■■nn■nn■m■■munn■■nnnn■■m■■ ■ mn■nn■m ■■■■m■m■■■■■■nmuun■nuimmun■m■mnn ■m■ ■■mnn■mnin■min ■mmin■nin■■■ ■m■mm■m■■■■mm■m■■u■■mi ■m■m ❑ ❑ 11011®11®11®®0®®0®110®0®® ®®❑®®®®® 0®®11=®0® ®07F 0 0 ® 0® E=0FFITI0® 000[IFMM oo® 000®0[][][IFTTM ®®®0® ®®® m 0 00®00000®®oo®❑ ®0®00E[00m1m000❑ ■❑ ■111■ ■111■111■■■ ■111■ ■ ■11111111111 ■■■■11111■111 ■■■111111■111 ■■■111■■ ■■III■ ❑ ❑mFTFFTn ❑❑7T-1FFFF1❑[I[1==❑FM ❑❑ ❑®[T❑7T-1❑FM❑❑®m ❑ ❑ F-rM=❑ ❑®❑mm ®FM❑❑ EUI❑MU❑ ❑❑gym❑FrW❑❑❑ HU1111mFffM❑❑1111111111EM11111111111EI❑❑m11 ❑FIM❑❑W❑ ❑EM❑❑LI1❑❑HEMIMFW[[fl❑ ❑ ❑®❑TM❑❑®❑ ❑❑MTTM FTI❑❑T1®FMTFFFFTn ❑❑®❑❑ METME❑®❑ ❑❑ ❑=❑FT] ®®❑ mFffM❑[[[]❑❑[[[IFIF❑mF[rMFFU❑rEffflLI]Ffffl❑❑[[[]❑[El❑ [[[I ■ ■■1111■111■■111111 0 ■111111■■1111 ■ NINE 111111■■11111■111111 mill 1111111111 ■III■111 ■1111111111■■■■1111■111 ■■111111■11111 ■111■ ■ mill ■1111111111111■111■■■■ NONE 1111111111■11111111111■1111111■11111■1111111■11111111■1111111111■111111■■III■11111■111 ■111111■11111111■■■11111■111111■■111■11111■IIIIIIII■■■ 11111111 ■■111111■■111■11111111 ■■■■1111111 ■■■11111111■■111■111 IIII III1111111111111 ■■1111111■1111111111 ■■111■111■■■ ■1111111In1111111111■ ■1111111■111 ■ ■ 11111■111■11111111■111111111■111■ 11111■■1111111 IIIIIII1NINE III Ili 111■■111■■■111 Nearest egde of the crossing surface ! I .A s • S�opp`n� Roadway Right -of- ay Railway Right-of-way AD- aryc@ /S � SQI El ■III II■I1111111111111IIII III■11111111111111111111111■1■11111111111■I■1111111■I■II III■111■II I IIII11II11■III III II II III■11111■I■I■I■1111111■I■I ■ ■■1111■111■■111111 0 ■111■ I i■■■1111■■ ■■111111■■■ 111■iil■ 111■■11111■■ ■111■■111■■ ■111111■1111■■ 111111111■■ 111 ■111■ ■■1111111■■ ■111 ■ ■1111111■ NOON■1111■11111 III■■111 ■■■■1111111 ■■■1111111111 ■■IIIIIIII111 ■■ 111111■■III■111111■■11111■1111111111■■IIIIIIIII■■111■■111■■■111■111 ■■■1111��11■■ IIII■■■111111■■■■■■■111■■■■■■111■■■■11111111■ ■■1111■■■■■■■IIIIIIIII■■111■■111■■11111■■■111111■1111■■111 lill ■ ■■1111■111■■11111■111■111■11111■11111111■■111■■111 ■■11111 ■■1111111■11111■■11111■ ■■11111111111■■1111111111111111111■111 ■ ■ 111■■ ■■11111 ■■IIIIIIIIII111 ■■1111■111111111111■■■■111 ■ ■■111111■■111111■■111■11111111 ■■■■1111111 ■■■111■■11111 ■1111111■■■111■■1111111111 ■■111■■■■111■■11111■■■ 11111111■■ ■■11111 ■ ■111■11111 ■■1111111111111111■111 ■111111■111■■111■ 11111111 ■■■■1111111 ■■■111 ■■11111■■■1111111111111111■■III■111111■11111111111■111111■■■ ■■111■11111■■111■HIM 11■111 ■111111■111■■111■ 11111111 OEM ■1111111 ■■■111 ■IBM 111111■■■MIKE ■Hill ■ ■■111111 ❑oo® oEIDoED®o®®o® oo®o®® ®®o®o®®EU®® o®®moo®®oFM ❑ o ® o® ®®o®o® 0000® 000®oo® 000®o® 000® ®®®o® ®®® ❑ ❑o® 00000® ®oo®® ®o®❑®o®oETT] ■■ ■❑ 0 ■■1111MEN ■■ Emilio Ellin milli ■■111■111111■■■ ■111111■■■■■111■ on ■■1111111MEN ■■11111■■111■■111■■ mill ■■■■111■■111111■ ■ 111111111■111■11111111■1111111111■111 111■■111111■■111■111111■■■111■11111 ■ ■■■■■■ ■■111 ■111 ■ ■■■■11111 ■ ■■■■ 111111 ■■■ ■11111■■■■ 111■ ■ ■ ■ ■ ■ ■■1111■■ ■■■■ 111■■11111■■ M111111111 ■1111■1111111■ 111■ 11111111■111■■ ■111111■11111 ■■11111■■11111111111 ■1111■111■■111■■■11111■■■■111■11111111■■ ■111■■111■■111■111■11111 ■ ■ 111 ■■1111■111■■11111111■■ili1111■III■■■111 a❑ ❑ =❑®❑❑T❑mom ❑III®❑® ❑® a❑ 111111111111111 11111][E)Fmn 1111 oc❑ ❑ ❑1111=❑11EM❑ oc❑ ❑ ❑TIS❑®❑®❑❑mTM❑ ❑U®❑®❑❑❑ a❑ ❑ 7T❑mFFE❑FF11 ❑❑❑®❑®❑UPT❑®❑®❑ITI]ITI]FITI ❑ ■ ■■1111■111■■111111 ❑❑❑FTF❑❑®=❑®❑EF] ❑® ❑F7n ❑❑ ❑❑❑TM❑❑EF] ❑❑❑1-11 ❑FFE❑�❑m��❑®❑��❑❑ FI]❑❑❑OTI❑FTM=❑mFTFITT-I❑❑❑DTI❑FTTF❑mFF17 ❑=❑= ®®=❑mFI]❑mFTI❑❑m❑=FTI ❑ ❑1-rFF1M=FFM❑❑ID [IMM ❑❑1]FFFFFfl❑❑FM❑ID❑❑❑IID ❑IIID❑EFI1]❑❑FF❑❑ID❑IUM❑flF❑❑ID[I❑ T11 TI® ❑F7n®m®❑=DTI❑®❑❑FITIFI]❑❑==❑FM 1111❑❑❑][EI❑Ifl❑❑❑]❑]❑ID❑❑❑❑]❑FHM❑❑ I= [I❑ID❑❑❑❑ID M❑RM111E] 1111❑]EL❑TIF7 ❑❑FH❑IF❑❑FFTI❑M❑❑ ❑1]❑❑MM❑HU❑1111][E❑®❑MF❑Im❑UF❑❑U]❑I 7 ❑®❑II]❑[[[1I1M❑ ❑❑IIM❑❑FIM❑ ❑ ❑❑❑IIID❑❑❑]IID❑❑]❑]❑❑]❑ m [TOOTI❑❑FT] m❑=❑❑FTT ❑ ❑D❑ID❑]ELELI❑mU❑❑ ❑❑❑ID[IFW❑❑]❑]❑1111]❑=❑❑111DID[ILE] ❑❑❑]❑]IUM❑❑FID❑FTFD❑❑]MTFI ❑❑❑❑FHM ❑ ❑❑❑FM=❑1JID❑®FM❑mFMFFM❑EEI❑❑❑®®❑[IEI ®®FFM❑mFTI❑ET] ❑7M❑ETIm❑FTM❑FTFI❑®❑� []== ❑❑❑ZIDELFUI❑]❑ ❑❑❑❑❑❑rFMLE[]❑❑I7FUM❑FIP❑TM ❑❑]❑11FRIEM❑m1]❑❑ ❑❑IU❑]ID❑F7EU❑❑ ❑❑FF❑❑]❑❑L[OMM❑Im❑❑IID❑❑ D❑❑ HL[D=FF-M❑❑]❑r[M❑®❑]❑=❑AEU❑❑❑❑ID❑❑]❑❑]❑❑]❑ ❑❑ = ITI❑❑❑❑®®®[ITI❑mFFF®❑FTTn❑❑FFFI❑❑❑FTTn❑[]TlFM❑7U®❑®=®®❑[T[I®❑FUT❑[T[I❑[T[I❑m❑ ❑❑❑❑EU❑rFM❑[M❑MTfl❑M❑FIM❑]r[M❑l[[]❑❑II]❑❑❑❑]MM❑M❑r[M❑] ❑1111 D❑LE[I❑][[[I ❑ ❑®❑FFn❑=❑FTI ❑m11 ❑❑Fim❑ETI❑❑❑FTI[I❑FM❑❑❑=❑ET]❑❑❑MTI Ell] FTI®ET❑MIF❑mFFFETI❑m ❑�❑❑mom®m❑�❑� ®®FT❑❑11 EII]❑FITI®❑MM❑E[[I®❑[T[IFT]❑❑FFFMF7M❑® ❑❑ITIIFMFITI❑❑FITIFITI❑®❑ ❑ m❑❑ 1111 [IFFFnFHM❑❑]❑I<D❑❑❑W❑ImIMTfl❑❑IDS 1111❑11❑® ❑❑1111] El ■ ■■1111■111■■111111 ❑❑❑IIm❑❑ D❑IIFTI❑DLE[I❑F]❑MIF] ❑MIM❑ FI=FID❑❑FF7❑❑❑❑ID❑Illfl [1111 ❑❑❑]❑❑] HU1]LUIOEU❑❑MIFIEU❑❑ FI]❑❑®01] ❑®❑DTI❑❑®[ITI❑1]❑[EIm❑®1]❑❑1FF=❑[ITI ❑❑❑E[EE[EE[EE[E❑[E❑]❑❑FFFM❑FTFD❑❑ fl ❑D1]❑]❑❑❑ MUI❑❑❑IDM ®FIM❑E[E1D❑❑E[Er[UM❑E[EE[E❑❑FFFM❑M❑[E❑] ❑ ❑❑❑❑® ❑❑❑® 0 11011®11®11®®❑®®0®110®❑®® ®®❑®®®®® ❑®111111057®0® ®117F 0 0 ® 0® E[O0LE0FFITI0® 0000®000®oo®000®om>sm [][][IFTTM ®®®0® ®®® m 0 00®00000®®oo®❑ ®0®00E[00=000❑ f ICA ■❑ ■ ■■1111■111■■111111 ■ ■111111■■1111■111■111111■■11111■111111■1111111111111 ■III■111 ■1111111111■■■■1111■111 ■■111111■11111 ■111■ ■■111■1111111111111■111■■■■ 1111 1111111111■11111111111■1111111■11111■1111111■11111111■1111111111■111111■■III■11111■111 ■111111■11111111■■■11111■111111■■III■11111■IIIIIIII■■■ 11111111 ■■111111■■111■11111111 ■■■111■111■111 ■■■1111111111■■111 mill 11111111111111111111 ■■1111111■1111111111 ■■111■111■■■ ■11111111111■111■ 0 1111111111111■111 ■ ■ 11111■111■11111111■1111111111111 ■■1111■111Mill 11111■■■■11111■■1111111111111111111■11111■■111■■111■■■111 ■ ■■1111■111■■111111 ❑❑M mom❑❑ ❑❑®❑m FIT❑❑ T❑❑®1111 AFM❑❑ ❑T[T[IF7M❑❑ ETIT 711711 ® ❑®❑ 171❑TI®1111 ❑FFE ❑ ❑MTrM❑ m=FIM❑FIW H❑]EHI 1111❑111 ❑❑❑❑1FMEHI❑❑TIFFMEIE❑❑F[rM❑FIM❑FUM ❑FIWFUM❑FEEHIm❑]❑❑EHI❑❑m ❑11FUT❑EU❑❑FU❑IMUFFU ❑❑FTIH ❑FM ❑❑UM[I❑ID❑❑MP❑ [I❑FTHF]MfF]❑❑[[fl❑ IELFEW❑❑] ❑❑❑]m ❑❑=❑111EHITLE[I [I❑❑TEEMEJEEEM❑❑m❑] ❑❑❑❑❑�❑❑❑��❑❑❑�❑ 1111❑®❑FFFM❑ ❑❑❑❑❑❑mFITFI❑❑®❑❑❑FT-fl® ❑mm❑❑❑❑❑mom❑❑m FITI❑ E11]❑11 ❑❑❑ F FTIF❑FIT ❑❑11flEll EEFFITM❑EII 11EHU111 ❑ EFIFMH ❑❑❑EU 11 11 mT1111❑ ®❑FFTM❑❑❑❑®❑❑❑❑❑❑TTI=❑❑❑❑❑1111❑❑TI®1111 ❑ ❑❑FITI❑ ❑❑❑❑❑❑ 171❑FF7 OTI❑m❑ EL❑❑MP❑ [11M ❑ ❑FTTM❑m❑❑mFM-I❑FI[]❑❑Mfl❑FFM❑FUM❑m [I❑]111]❑❑ m ❑❑MTFH❑m❑❑MFFFI❑[E]FrTfll❑❑❑❑ I [IFM[I ❑ ❑®IT111711TO®❑IT] 1711❑❑TT] 17111-7M❑ITO OTI❑❑❑ITM ❑I== 11111H❑EHI❑ 11❑111[fl❑M-F❑ 1111❑❑1TI❑]m❑ ❑®❑m❑LE111 ❑ [I[][] LIFTTMLI[1[1[1[]LILI]LILIMUE[ILI[ILIFFIMLI[I[EI [UTITIT ❑®❑®❑ Ell] ❑ ®IITI❑Fn❑ ❑®TO❑® ❑❑®1111®ETTIT] ❑®❑[ITI❑F-FT❑❑❑®❑❑❑=❑®E[[]F-M=❑[ITI❑ F-FTFM❑FTTnFTTn❑® ❑ ❑ OT] ❑FM❑[T[I❑❑DTI®❑❑®FUT❑❑= oc❑ ❑ ❑II]❑HU❑❑EU❑❑]1111 ❑❑]1111❑1TIT ❑FflT oc❑ ❑ ❑DTIOTIFI] OTI❑®Fffm 1111 oc❑ ❑ ❑TTI®❑❑TO❑ oc❑ ❑ ❑LE[ILE[]❑[E]❑rFM❑❑mom❑ ❑[[1rHU[1❑ID[1❑❑ a❑ ❑ UFF]❑mOTI❑TT] ❑❑❑®❑®❑TFFFFn❑®❑®❑[T[I[T[][]TI ❑ In ■■1111■111■■111111 ❑❑❑❑ID❑❑MU❑ ULIFM❑❑] ❑® [IFFF] 1111 ❑❑❑FM[1❑❑ 1 ❑❑❑LE] ❑[[[]❑❑❑]EL❑ID❑TM❑EL❑]EL❑]❑❑ El= FFMIEI=FIFTITE]ITIFTIFIE]EEIEI=FTI ❑ ❑MTMF1M=F1T❑❑ID [IMM ❑❑❑]FF❑Ifl❑❑FM❑ID❑❑❑IID ❑❑II]❑❑][Lll❑❑FFn❑❑IDS❑ F[IFM ❑❑ID❑❑ EU®1111❑ ]MIM❑]r[M❑❑II][[[]❑MFM❑❑❑]EU❑❑MTflFM❑FIIU ❑ ❑❑❑®FIEIFTM❑❑mETIFTP❑❑❑[T[I[IFM❑ETIFF17 ❑FTM❑❑❑FTM ®❑®❑FIE] ❑❑mTIFT-17 ❑FMS❑❑FTM❑7M❑❑ ❑[Lll❑❑MFn❑HU❑1111][E❑®❑MFHM❑UF❑❑UM❑I 711®11❑ ]❑[[[1F17❑ ❑❑FIM❑❑FM❑ ❑ ❑❑flFFFH❑❑❑]FIM❑❑]❑]❑❑]❑ m [TOOTI❑11111 m❑1=11 11FTT ■ ■ Mill ■ milli ■■1■IIII■1■11111111■■oil NONE ■■II 1111■■■1■■■■■1■■■■1■■■■■11111■■■1■■■■111■ ■ ■ ■1111111■■1111■■■■111■■1■■■■ ■■111■■■■111111111111■■■■■111■1111111111111■■■ 111■1111111■11111111■1111111111■111111■■111111■■111■11111 ■■111■111111■■111111■III■ ■ 1111 111111111■■IIIIIIIII■111111111■■11111111111■1111111■1111111111 ■■■III■III■111 ■■■111 11011®11®11®®❑®®0®110®❑®® ®®❑®®®®® ❑®111111057®0® ®117F 0 0 ® 0® E[O0LE0FFITI0® 000[IFMM oo® 0001110m>sm 000m71m ®®®0® ®®® 111111 0 00®00000®®oo®❑ ®0®00E[00=000❑ Md m Roll r--.2 ■❑ ■ ■■1111■111■■111111 ■■111111■■1111■11111■111■111■11111■11111■1111111111■■■■1111 Ellin ■■■11111■11111 ■111■ ■■111■1111111111111■111111■1111111111■11111111■■ 111■■11111■111 ■111111111■111■■11111111■111■111■■■11111111■■111111■■III■111 ❑❑❑E[EE[EE[EE[E❑[FI]❑❑ITMFFTFfl❑Frfl 1UHM❑❑❑ FMFI❑❑1HFIM ®IM❑EUTM❑❑E[E1M❑E[EE[E❑❑FFFMFM❑1ID[[[I ❑ ❑❑❑ E11 ❑❑❑ITI ■111■ ■11111111111■■■11111■11111■■■ ❑❑❑E[U❑EFI1MEF]❑❑❑EFILE]EIEm❑FFRM❑FFM❑[[fl❑FTIHFM❑FflUI[fl1FmFTTM❑ffM❑E[O❑[I ❑❑ LIEF] M❑1M1111 ❑ ❑❑mELm ❑❑m=FM E1011 EHI LFII E[O❑❑ mom❑ [E] ❑H❑ ❑❑[[[IFFM❑❑ ❑EHI ❑❑FTIH ❑ DEM ❑❑❑❑ ❑LflFFFfl❑❑ ❑FFT7M[F[I❑FFFF17F7F ❑[T[IFM®❑m[T[I®❑FFFFTFM❑7F [TO ❑TO® ❑E[[]= FMFM ❑❑®®®TO ❑®❑®m ❑❑® [T[I❑❑OTIFTTn❑❑DTIMT-F❑❑==MTFFFI]m❑®❑®®❑m[T[IFI]❑❑FTFT=❑®[ITI ❑❑❑❑❑TO❑❑ITI OTI❑ El FU a ❑ ❑ 11011®11®11®®0®®0®110®11®® ®®11®®®®® 0®®11=®0®®0® 00® 0® E[OLLE0FFITI0®0000®000®00®000®0000® ®®®0® ®®® ❑❑11 0 00[[0 ®11®1111 11=111111❑ i■ism■�■i■i■i■i■i�mn�i■i■i■um��■nim■i■ism■i�■�i■i��inn■i■i�m■mn■i■i■mn�m�m■u■i 11117® 7EU7E[O®11®®11®1111®11®® ®®0®11®®x®® o®®I I I I I I I I 11® ®oma 110 ® o® ®®0®11®11111111® 7111®1111®111111®11®111111® ®®®11® ®®® 1100®1111111111® ®1111®® ®11®11®11®11111111 a ❑ 1111® ❑❑ FH 1111 11❑11❑FFM 11❑11❑11]❑IIH 11RM11❑11D 11® ❑11] oc 111111❑❑FIM X11❑❑]❑❑ ❑ ❑❑❑TI®EFS ❑®❑ oC ❑ ®®❑❑[T[1❑❑ -1777 oC ❑ 1111 1111®®E❑ «11 11LfloFrMm11MFH ❑H®❑❑ all ❑ ❑❑❑F11 ❑TI❑❑❑ITII ❑FTI❑FI®❑ITO®❑11T] ❑❑TMT❑®® ®❑LI «❑ ❑ ❑❑❑TTI ❑❑ ❑®1111❑❑® ❑❑❑❑ 111111 IILEIUM ITU IIEI 11MM❑ a[l 11[❑11E] H11HU ❑E]FU❑mIE ❑11"❑1111 ❑ 1111❑❑ «11 1111❑ 11❑FUM❑11❑FTU❑ aE7 ❑ ®1111 ❑❑[T[I=®[Il® ❑FM❑❑ ❑111TI®❑❑❑TI❑RTM 11 ❑111][TW11MME[EFFFM==❑FIM❑rM11111111❑FMM❑11❑EIE11FIM a❑ 11 E[I 11]11FIM11LETI❑11]❑11❑11] HUE[] 11® ❑❑F] EIE11M❑11]MI❑❑ UEELIH11❑ ❑ 1-111❑OT❑OT❑❑❑❑ ❑®❑= ❑®❑❑ETI ❑OT17M❑❑ ❑ [TF] a❑ ❑ ❑FUT ❑❑ ITO ❑® ❑= ❑❑I]TI®❑ITI]❑❑❑❑®❑FTF❑❑❑®❑❑I]TI 1111 ❑ 1111® ❑❑11]MM❑❑❑ a11 11 LIFE 11❑ 11] 11®1111 ] ❑11IEFU❑11]❑11❑❑❑®❑]❑❑H]❑❑] 1111❑ oC ❑ ❑MTM T®ITI ❑®❑ ❑®[I[I®❑FTn❑❑❑®[I❑®®❑®❑® a ❑ ❑ ❑❑❑F11 111=11[Fll 117M❑IT11 1111❑❑®❑= IFE❑ al] 11m11]❑❑11]11111111HU❑❑ MED LI❑❑11W1111 iJ❑E]❑❑TI®❑❑❑ a❑ 11 ❑11VE11M11❑F711U❑FIM❑MTU11M❑FIF 11]❑11❑EL11U 11IM❑❑] ❑ ❑❑=®❑®ITI] ❑®ITI=m❑[TIInTm❑OTI❑7F❑7F]❑UUDTI a❑ ❑ FIIFM❑FTFFFn❑[Fll ®[lI❑❑FTFT=❑OTI ®OTI❑UE=❑❑gym❑ ❑T❑❑ FW❑ E[H000HTI❑❑E[H0000000FTIM❑FFPM❑FIM❑❑IM❑ ❑❑TIFFM ❑ FFFFF®®❑®m®❑®❑®❑=❑❑DTI ❑® ❑F7n FTI=❑DTI ®❑m ❑ E[U11FMTH11❑❑ ®❑ ®❑OTI ❑ ❑ OTETIFFTM❑® ❑❑ETITO❑UTI❑❑T❑MT a❑ 11 [FI❑11M❑11]❑11]11] ❑❑❑D®❑❑]❑11]❑FIM❑FU❑HE 11]UTIFU11❑IM❑M11m ❑ ❑7F❑®FIIm]m]❑®®❑FFFF®❑=❑ ❑ ❑® 1111❑®®❑❑= 11IHImIIII LFI❑11]11❑FU X11]11]11 all 1111 ❑❑MM❑11 ELILIF 7UM❑MI-fl❑M❑❑] m11]HU11111111 ❑ M a❑ ❑ ❑gy7F❑❑mom7nMm❑mIM❑ITII❑mF7❑HE ®®ED❑❑❑ ®TIET] ®FII ❑FT❑❑❑❑❑IFI❑❑ ❑❑mFFF❑[F[IFFFFFTFM❑®❑[T[I ❑m❑ ❑❑®❑ED❑❑❑ED❑❑FFFFI❑❑❑=❑[I 11❑11❑1111 11❑11LEI❑T]❑ 11ID11HTI❑[ 3C] ❑❑TF7®mT❑T❑❑gym] ❑IIII=❑❑❑ IFI]❑mm®❑FFFM=❑IITI ❑ ❑❑11]x❑❑IMM❑11]11❑ ❑ ❑❑AFM ❑® ❑❑[ a❑ 1111❑11HTI mILII11]❑11❑ 11IDHTI11 ®11ID❑11]❑m11Ffl❑❑]❑®❑11TIH11FIM❑❑ ❑ RM❑❑1111M❑]11❑ID11❑ ❑❑❑TO FI1❑F7nFM❑FIIFEI❑ ❑ FII❑❑❑ ❑❑SCC all 1111❑11HTI mILII11]❑11❑ 11IDHTI11 ®11ID❑11]❑m11Ffl❑❑]❑®❑11TIH11FIM1111] ❑ LEI❑11HTI❑❑❑ 11117® 7EU7E[O®11®®11®1111®11®® ®®0®11®®x®® o®®I I I I I I I I 11® ®oma 110 ® o® ®®0®11®11111111® 7111®1111®111111®11®111111® ®®®11® ®®® 1100®1111111111® ®1111®® ®11®11®11®11111111 C H❑❑TOOTI® ❑❑❑❑❑M ❑❑❑Fhfl ®T[I❑❑TTI❑®E] ❑❑❑EFI®FTIEF] ❑®❑❑ ❑ ❑ 11 ❑oo®❑®o®®o®®o® oo®o®®®®o®®®®® o®®oma®o® ®o® ❑ ❑ ® o® ElOLLEoFFITIo® o❑o❑® oo❑®o❑® ❑o❑®oma o❑o® ®®®o® ®®® ❑❑o ❑ o o ® ❑o❑o❑® ®o❑®❑ ®❑®❑oma❑=❑o❑❑ all ❑ ❑ ❑ ❑]❑❑❑SLE o ❑ ❑ T❑❑m❑®m®❑®®❑TMFFFFF-M®❑FTFFFn ®®[F[1®®❑Q I ❑❑ID ❑❑F[fl❑❑Mfl❑❑IIII❑❑Lfl❑mEM❑rin❑W❑❑ll[]❑flu❑1llI 111111 acl] 111111 1111❑❑❑❑IDS o ❑ ❑ 111=❑FFUM❑❑®❑❑❑TO ®®m®❑®❑=❑®❑❑[ITI❑IFII=❑❑C m❑�❑❑]❑❑�� M��❑� ❑1111 �❑ ❑�❑❑❑� �❑ o ❑ ❑ ❑❑ ❑®❑mom ®IFII ❑®[FE❑TI®❑® ❑ ❑ ®[T[I❑FFFFI❑® ❑❑F J iLI❑❑T111117M ❑❑m❑�❑®m®®®❑�®❑ [TO El ITF [I 1111❑❑ID❑ ❑❑�❑ a❑ 1111111111111111 o ❑ ❑ ❑IT[IFTM❑❑mIT[I®m❑=❑IFII❑mTFI❑FFII ®®IFI]❑❑❑ 7MIF11111 FT ❑❑LE[I❑m❑[Ffl❑[[[]rM[n❑[[[]Lfl❑❑❑IID❑❑❑ «❑ 111111 1111❑❑❑❑IDS o ❑ ❑ ll1=❑M7M❑®mIFI1❑1FI1 ®®ITI❑❑❑ ®ITITI ®®®❑❑[FIIC, ❑[1[1❑❑❑IID❑❑LE[I ❑M❑ID❑❑Mfl❑rIn ❑❑❑ H❑❑TOOTI® ❑❑❑❑❑M ❑❑❑Fhfl ®T[I❑❑TTI❑®E] ❑❑❑EFI®FTIEF] ❑®❑❑ ❑ ❑ 11 ❑oo®❑®o®®o®®o® oo®o®®®®o®®®®® o®®oma®o® ®o® ❑ ❑ ® o® ElOLLEoFFITIo® o❑o❑® oo❑®o❑® ❑o❑®oma o❑o® ®®®o® ®®® ❑❑o ❑ o o ® ❑o❑o❑® ®o❑®❑ ®❑®❑oma❑=❑o❑❑ R ■ NOON ■ ■■■■11111■■11111 ■ ■■111 ■■■111 ■111■1111111111111■111 ■■111111■11111111111■■11111■111 ■1111 ■■111 ■■ ■■■■11111 ■ 1111■ ■■■1111 ■111■ ■■11111 ■1111111■ NOON■1111■1111111111■111111■■III■11111■■111■11111111 ■■■■1111111 ■■■11111 11111111■■111■11111 0 111111■■111■111■■■111111111■111 ■ 11111111■111■111■ ■ ■■■■111■111111■111■■11111111■ III■■■■■ ■■■111■■111■ ■■1111111■■IIIIIIII■■III■■■■111■■■■■■■■■111 0 NOON 0 NOON■111 ■1111■■111111111111 0 ■■IIIIIIIII■■11111111111111■1111■■111 ■■■111■■■111■■■111111■111■111■11111■■111■111■ ■■■■I■1111111■■■■1111■1111111■ NONE 0 ■■■■■■I■ ■1111■■■1111■111■■■I■■■1111■111■1111■■I■1111111■■I■■11111■1111■■■■■111111■1111111 i 111 ■111■ ■■1111111■11111 ■1111■■111111111111■111■■111■■■111■1111 ■111■ ■■1111111■111■111■■111111■■■■111■11111■11111■■IIIIIIIII■ �i �� 111■■11111■ ■■111■■■■■111■■1111 ■11111■■■111111111■11111111 ■111■ ■■1111111■111■■■■■■■11111■■III■111■■■ 111■■■■ 111■■111■■ 0 ■■■1111111■■11111■■11III ■III■ ■■1111111■111■111■■11111■111111111■1111111111■ ■111 ••■ ■ ■111■■111■■ 111■ ■■■11111■ ■■111■■■■111111■■■ 111■■■■ 111■■111■■■ ■■■1111111■■111■■■III■111■ milli ■ ■■111 111■11111 ■■11111■11111 ■III■ ■■111■11111 ■ ■■11111111111111111 ■111111■111■■111■ 111 ■111111■■■■■11111■■■■111■■■111■■ ■I■I■I■111111111111111111111■IIIIIIIIIIIII■IIIIIIIII■I■IIIIIIIII■■1111■IIIIIIIII■I■I■11111■■ ••■ ■ ■111■■111■ ■ 111 ■ ■■■11111■ ■■111 ■■■■111 111■■ ■ 111■■■ ■ 111■■111■■ ■ ■■■1111111■■111 ■■■11111■■III EL❑❑MU❑ ❑❑FTU❑FFF] ❑=❑FH ❑111 ❑❑LE[I❑m FFMH=m❑FM❑FFMMMFFH❑m EL❑❑m LflFFIM❑❑ ❑ ❑❑❑®®❑=❑ ❑F7M0T1®FM®= ❑m❑ ❑❑®❑❑❑FT] ■■■1■11111■I■11111■I■1111 ■1■I■I■1111111■1■I■11111■I■I■I■111111111■I■ ■11111■I■I■ ■11111■■1111■I■ ■1■I■I■IIIIIIIIII■I■11111111■ ■I■I■I■I■I■11111■■■I■I■ ■ ■■■11111■11111111■111■111■■ NOON■111111111■■■■■■11111■1111 ■111■ ■■1111111■111111 ■11111■111■■■11111■111 •.■ ■ ■111■■111■ ■ 111 ■ 111■111 111■■■ ■ ■■■■1111■■111 ■■111 111■■11111■■ ■■■■111 111■■ ■ 111■■■ ■ 111■■111■■ ■ ■■■1111111■■111■1111111■■■ ■ NOON■111■■■■111■111■111■11111■■111■■111■■11111111■1111■■■ 0 ❑ ®❑® ❑❑❑❑❑❑❑❑ ❑ ❑❑❑111❑®❑❑❑ ° 1 ❑❑❑❑❑TI❑TE ❑®❑❑❑ J [IF -FIE] [ ❑ ❑❑ ❑ 11❑FF111 =0111111■■111■111■11111■■111 0 111Emilio 111■11111■■1111111■■■■■■ 0 ■■ Ilion 111111Emilio 111111■■■111111 ■■■1111111111■111■■■11111■1111111111■■ 111■■■■11111■11111111■■111■1111111111■■11111■ 11■■III■111111■■■1111111 ■■111111■111 ■■■■111111111■ ■■111111■11111■■111 ■ ■ ■■■■■■IIIIIIIIIIIIIIII ■11111 ■■■ ■ ■■ NOON■ 111 ■III■ ■■1111111■11111 ■111■■111111 ■ ■ ■■11111 ■1111 ■11111111■■■ 1111111 ■■■111■■111■111 ■ 111 ■■11111■1111 ■1111111111■■■■111■111■■ ■■1111 ■111■111■IIBI11111■111111 ■■■111■■111■111■111 11■■■111111111111■11111■■■■11111■1111■1HIM ■■111■1111111111■■111■111 11110® 0EUED®11®®11®1111®0 110 ® o® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®o® ®®® 111111®1111111111® ®1111®® ®0®11®0®0000 ■■■ 110117111111111F®11®7m11®1111®❑®®®®111111®1111117® ❑®111111=711111®07F 00 ®11® E=11FFITI11®111111[IFMM 1111® ❑1111®11[][][IFTTM ®®EDFFM 111111 11 DD[[0 ❑❑®®1111®❑®11®1111E[011=111111❑ ❑ ®❑® ❑❑❑❑❑❑FF ❑❑❑U❑®❑❑❑ ❑ ❑❑❑❑❑FI❑E111 ❑®❑❑❑❑� ❑ 1111 ❑ ❑❑�❑ ■ ■■ Ellin 111■■■1111111■■■■■■�■■ ■ ■11111111■■111■■111■■■■■11111111■■ 111111■■11111111■■■■111■�■■mn■■ Ilion ■I■■■■■11111■I■■111 11111■■111111 ■■m ■■■ni■■m■■■■ Ilion mn■m■mmiin■mm■111 m■m ■■■m ■m■■nmu� ■■■m■■■■■m■■nin■■ ■111■■III■11111■1111■■■■■■■ ■■111 111111 ■■ ■��■■■ ■ ■■■■■■ ■■ NONE HIM Ellin BEER 0 ■■1■ 11■■111111111IIII■■11111■■11111■III■1111 mm■■■nin■mm■■m■m NOON nim■ nu�■m■nin ■■mm■■m ■■11111■111 ■11111111II■11111111111■■■■ ■■11111■■111■111■■1■III■■■ ■■■m■■■■■m■■mm�■■■■m■■ m■m■mi■m■■■m■■m■■■■ ■■m■imm�n■m mann■■■■ ■■m ■ ■ m■■■nu�■nin■ni■m■ NOON ■■III■1■ mill Ellin ■■■111111 ■m■■m�■■m■nin■m■■ NOON mnu� ■m■■■nm■� ■■mm■m ■ ■■nin■mi ■mmm�■■■■m■m ■ ■■�■��■■■■�■��■ ■■II■■■11111■III■■ ■ ■m■■m m�mm■mun�mmm ■ ■■■■m■■m■m■■n■■■■I Nolo■ ■m■m■■m■■m■■■m■■nin■■ NINE mill mmmi■■mi■m ■■■■m■im■■■m■■ on ■■m■�■■■■■m■■■mmm■m ■m ■■ ■ m m nuu� ■ mm ■■m ■ niiin m m ■�■■■ ■■11111MEN ■Ellin 1111■11111■ ■■■■mm■m■■■m■■m■ ■■m■ ■ ■ ■ m■m■mm■■■m■■m■■■■■m ■ MEN ■■■ilillIlIililIIII 0■■111 ■111■111111■ m ■m■ ■■mmi■nin ■m■■mm ■ ■ ■Nolo ■mi ■mm■■■■ ■n� ■■■m■■m■m 110117111111111F®11®7m11®1111®❑®®®®111111®1111117® ❑®111111=711111®07F 00 ®11® E=11FFITI11®111111[IFMM 1111® ❑1111®11[][][IFTTM ®®EDFFM 111111 11 DD[[0 ❑❑®®1111®❑®11®1111E[011=111111❑ ❑ ®❑® ❑❑❑❑❑❑❑❑ :❑❑U❑®❑❑❑ I ❑❑❑❑❑FI❑EF] ❑®❑❑F ❑ ❑FU❑[ ❑ ❑❑ ❑ ❑❑EF❑ Lil 1111 [r] ■nn ■nn■■nn■■nn■■■■ ■■mn ■■■nn■■■ ■ ■■nin■nnn■m■■nin ■ ■ mnnimm�nm■■■m■■ ■■nin■m nn■nnnn■■■■■Ilion ■m1111 ■■■■■ ■■ ■ m m noon ■ nnm ■■m ■ nnin m ■■ ■ milli Moll ■■■■nnnnn■nnm■■■ ■■nn■ ■nn■m■■nn■nn■nnm■■■■ ■■■111■■■■■111111111■■ ■11111■11111 ■m■■noonnnin■m ■nin ■■■ ■■■■� ■ ■■ ■ ■ ■ ■ nn■■m■m ■■■■m m■nnn ■ ■ ■■■■■ ■ ■■■■nn■■non ■■11111■11111■111■■11111111■0■ 111 ■ MINE moll 11111■ Ellinllllll■■ ■ ■■■111■■■1111111■111 ■■■■ ■ moll OMNI ImilIIIIIIII11111■11111■■111 In ■■1111111111111■■■ ■■noun■■ ■ Ilion 11 ■■■■mnnimn■■nin■m ■■m n1 ■ 111■111■III■111111111■ 111■■■■ ■nimnn■■nin■m ■■ninm■ ■ m■■mmi■inni mm�m■ nn m ■ m ■ ■ ■ ■miin ■ nim■ nimnn Min ■ ■■■■■■mnunmin ■■■m ■m■■inn■ nn ■m■ ■■nnoil ■mn ■nn■■nnnn ■ ■ ■■non ■1111 ■11111111■■■ 1111111■■0111■■ ■ ■nn ■■nn nn■■m■nn ■■■■■ ■ ■■m■■nn ■ nn■nnn■■nn nnnn■■■ ■ 1110111■11111 Ellin 11111111■■111■■111■ 111■11111■■IIIIIIIIIII■no111■■■ ■■ milli ■111III 1■111 111■■111■■111■■mill ■III ■11111■■111111 m■m■■ ■■nnnnnimn■■■nnninn■■ ■ ■ 111■1111111 ■■111111■111 ■ MEN ■■■ilillIlIililIIII ■■■nl ■111■111111■ nn ■m■ ■■nnnn■nin ■nn■■nnnn ■ ■ ■■Min ■nn ■nnm■■■■ Inn ■■nn■■nn■■ 111111®1111011HO®11®®11®1111®11®® ®®111M111D®x®® OFMID EM ®11FTM 1111®11® ®®11®11®11111111®111111®1111®111111®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... 11oo®111FI0®7m0®7m0® 00®0®®®®0®®®®® 0®®0=®0®®0® 00® 0® �0LE0�0®❑000® 000®00®o0111110 000® ®®®0® ®®[[E 000 0 00®00000® 111100®IE] ®0®00E1000zm00011 E ®000=o® oo® o 00 0 0 0 TImo 0 00000 o�m�o �JEoFIF[[[] ooMM o 00 0 0 0 Amo 0 1111111111mTfl ooHUcID 000EMomLIETIMoH1111000 ocIDFFoEU000001111EM ocIDUoFIMo cIDooEm77 0 E ®®ETTITIom®oo ooIELLILL] 11o111FAoomo=ooo[F] [IFFF mo[F[I[T[I®oFFFFT7M0®[ITI[l]0 0 oomII10 ooFTMUTMoo Li]❑❑❑ ❑FFmm❑mID=❑ffm❑ 7 ❑® ❑= ll]=❑Cm ❑❑❑❑L oom111=o11111ITmo 000 LJoTTMETUM ®000 000cIDom5T1o[F1o® o[I®o7 ocID7MooTTI7moU®000 0 1111 El 0 0 ®mo 0 11111111E 000cIDomoFULArMo o®oFFMm ® o» F-]oF7n ❑00000 ocl7 0 "Uom7®o 0 00 0 0000®0TTU 111 o "Uom7®o MU®oo 0 000��®000 0000 a moo FW000 F[H III oo11[]cIDFFMILI]mo 000 0 0000TI®m®oEF] oF7p ❑❑ [TIm❑ ❑ [1] o Ho1111oE1oUHMo �0000 o®m®oT] 07F[T[I0 0 WcIDm7IDoEWFUEo 0 Lillrilo[111000MUoF� 0 0 omooTUT® 000 oTTIoFF7 EE1 opo ooEHIMoFFM oEMooFFFFH o 0 07M F7M o[T[I®000 ®000FEo 11oo®111FI0®7m0®7m0® 00®0®®®®0®®®®® 0®®0=®0®®0® 00® 0® �0LE0�0®❑000® 000®00®o0111110 000® ®®®0® ®®[[E 000 0 00®00000® 111100®IE] ®0®00E1000zm00011 111111®11I1111®11111M11®1111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®0®11®0®11111111 ... ❑ ®❑® ❑❑❑❑❑❑❑❑ F-1 ❑❑❑U❑®❑❑❑ 7 ❑❑❑❑❑TI❑� ❑❑r U -❑ ❑�❑[ F] FIEF] ❑❑�❑ Eil 1111 ■ ■■■■■�■ ■■111111111111111■■ ■ 111 Ellin Emilio 11111 ■■11111 ■ ■ ■ ■ ■ ■ ■ ■nn ■■m m■■m■m ■■■ m■■■ ■ ■■■■■min mmu� ■■mem ■■111■■■111111111■1111111111111111111■■■ ■ 111■111■Ell■111■■11111111■■■ ■■■m■■■m m■■m■■■■■mm ■mm■nin■ ■ ■ ■■ ■ ■ m■■■■ ■ ■■■■■■ m■■m■■mm mm� ■ ..� ■■mmmlm■■■ ■■nin ■ imninmmm■■■m■■ ■■ni ■111■ nlnnl■ 111111 11111 111■111111■■■■■111■■■IIIIIIIII■111 ■111■■ 0■■1111111111111■111111■■111■1111111111111■ m■■■ ■■mn■■■■m■■im■nin■ ■■■■mmm■mm■■■ ■■m■ ■m■m■mill ■m■mm■■■■ ■■ Ellin MEN ■111111Ilion ■11111■11111 million 11■■■ ■ ■■■■1111■■11111 m mill m■ninin■■ ■ m ■■mmmim■■■ ■■nuun�■ ■ ■■■■mniii■l■■nin■m ■■m ■■ mm■ ■ m ■ m■m■m■nuun�■ m■■■■ ■nimn�■■nin■m ■■ninm■ ■ m■mm�m■■■n��■�m■ ■ m m ■ m ■ ■ ■ ■miin ■ nim nimm ■ ■ ■■■■■■mnuiumin ■■■m ■m■■im■ m ■m■ ■■mmi■nin ■m■■mm ■ ■ ■■nin ■mi ■mm■■■■ nnin■■■m■■ 111111®11I1111®11111M11®1111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®0®11®0®11111111 ... 11011®11®11®®0®®0®110®❑®® ®®❑®®®®® ❑®111111=®0®®117F 00 ®11® E=11FFITI11®11011[IFMM 1111® ❑❑❑❑❑11011mam ®S UEOFFM ®® ❑1111 000[[0 ❑❑®®1111®❑®11S®111157❑❑SID11111111 ❑ ®❑® ❑❑❑❑❑❑FF ❑ ❑❑❑U❑®❑❑n ❑ ❑❑❑❑❑TI❑EF] ❑1717111 ❑ ❑❑ ❑ ❑❑�❑ ■ m■m■■nuunn■■ ■ ■ ■ ■ ■nun■ ■ ■■nin■nnn■m ■Nolo NOON■ ■ illi II■In■■ ■ IIII11111111111111■■■III■■ ■■11111■111 ■ ■ ■nn■■■■nn ■nnnu■■mn m■■ nn■nnnn■■■■■nun■■■nuunun■n NOON ■■■nnnnnuun■nnm■■m■mm�n ■■nin■nn■■mm■■■nn■■m■■■■ ununnu■■un■nuimn ■■nnm■m ,n■■■ ■■mn■■■■mmi■nnu■nun■ ■■■■nnnnn■nnun■■■ ■■nn■ ■nn■nu■■nn■nn■nnm■■■■ ■■■m■■■■■mnnnn■■ ■nin■nin■■ on NOON■■ 111■■■ ■ ■■■■1111■■11111 ■■ ■ mnn■■■nunn■ m■ninin NONE ■ ■■ ■■nn■mm�m■■■ ■■noun ■■■■nnnmmn■■11111 ■ ■■ noon■ ■ nn ■ m■m■m■nuunn■ m■ ■nimnn■■nin■m ■■ninm■ m■■mm1■n■■■nnmm�m■ ■ nn m ■ nn ■ ■ ■ ■miin ■ nim■ nimnn nun ■ ■■■■■■mnunmin on ■m■■inn■ nn ■nu■ ■■nnnn■nin ■nn■■nnnn ■ ■ ■■nun ■nn ■nom■■■■ nnin■■■nn■■ 11011®11®11®®0®®0®110®❑®® ®®❑®®®®® ❑®111111=®0®®117F 00 ®11® E=11FFITI11®11011[IFMM 1111® ❑❑❑❑❑11011mam ®S UEOFFM ®® ❑1111 000[[0 ❑❑®®1111®❑®11S®111157❑❑SID11111111 ■m■■■ ■■■■■m■m■m ■illi ❑ ❑[I[I❑m❑ ❑❑® ❑7FFM❑QEF❑ ❑ M❑TI❑m❑ 11117 ❑FM❑=❑❑ 1, ❑❑❑EF❑m® ❑❑❑EF❑mTIF711® [IF] El ❑ ❑ ITO LI] LII ❑ H ❑m11 ❑11MM [IFFUI]EIII 1111❑ EM❑m11❑V11IIII DEME FU❑® [1] ❑ EM❑EM❑11 FIM❑ ❑❑m❑mom®❑FF[I ❑ITIE❑L 111111 [I] ❑ M11U11❑11DMEI11FTM❑ ❑ ®®FF[I❑❑ [T[I®❑❑ ❑❑]11F1rn❑[[[111EM❑EM11ID11❑❑ ❑❑❑EF❑m❑= El [I] ❑ID❑m11 ❑11MM 11FFH11=❑1111 E[Em®[T[]=❑7M❑FII®❑®❑❑ [IIm1111 ❑11❑11FIM❑F11IDMmLE[❑ EE1❑oT1F-m7moT1❑lT1 ❑ FII❑FM❑=m ❑❑® ❑❑❑❑❑❑ [IIm1111 ❑11❑[IFIM❑❑fl] 11 ❑ TMrFMLE[ILIILE[]11m[Lll11❑ 11❑FIM❑EU EHILETA❑11m11❑D❑11❑1111 ❑T ]E❑DTI[T[I®❑AFM❑®m -EILI[ILI 11❑rMm1111rF[111=11Mn]❑ ❑❑mTITO®❑m❑ 1111® ❑ET ❑ELEMEL11ID11❑EM❑EM❑EM11ID11❑❑ ❑11❑EU❑m❑11❑711❑7❑FUn 111111111111 gym❑ ❑ ❑❑❑❑®❑FTTn ❑ ❑m❑❑FF7M i� i 1111❑❑J L d i EM ❑®❑ ❑❑IT[17M❑® ❑❑❑ELL ❑ ❑FM ❑FFM ❑EM11ID❑[I11 11ID ❑❑FFI❑❑TI❑❑ ❑] ❑] ❑ H ❑11]11 ❑ ET 1111 ❑ ❑❑FFI❑❑TI❑❑ EI] ❑ [T[]❑[T[1❑7TFF❑❑❑FF[I❑❑ ❑] ❑ M11U11❑11 MEIII ®❑FM❑FF[I❑❑[F[I❑❑ 11[1[1® DE[DDE[O®D®®D®110®111 I I I I I I I ® ®®D®o®®EU®® o®®❑moo®®oma 1111 ® o® ®®0®11®11111111®111111®110® OLID®11® Doo® ®®®11® ®®® 0 [TICE 11D11 IFIED ®® ®11®11®11®11[11111 ■ m■■mn ■■■■■■ ■■lll■11111■■ 000Emilio III MEN ■■■ ■■lion III IN III ■ ■■ ■ ■■111■ 1111111111111111111 ELI11❑E111111111 11ELI[[[]❑[[[]❑11=❑ 11 1111❑1M11M❑mMU11mFU11 E ❑ ❑HmEM1111 11MIL1111 ❑ [[[] 11F EM11LE[I111111EMFFIM❑rMm®❑17 [[[][[[] 11❑FIF ❑ ❑ MTfl ❑QED 1111 Em❑ wwrama r m1111fEU1111MIM1111IFULT❑❑ [I FU❑11M11 LIFFU 111M ❑ID11 MM❑EM ❑EU1111 1111 IT111117F11IT] 1111® ®IF11 FTM11[l]❑m[F[I11®®[F[ITIM17W11i ❑T❑11❑ ®®❑11❑ 1117n 1111TTI®1111 ITO ❑ ®11❑®=[T]® 11 11 ❑m❑11TUT®11® ❑m ❑ ❑11 ❑11❑❑FnUmM11 11❑®❑ F 11 ❑11❑1TO ❑ITO❑1111MTIF mELEM❑RM111111 1111 ❑11EMFU❑M 11ETI11FFT F 1= FM ❑717M❑1111® J❑111111❑1111❑M 1111DmM1111111111 11=1❑❑ EL ❑11E11❑ED❑M 11❑❑M❑M❑[[[1UI1 mEUED 1111111111UH❑11]111I❑1111 ❑11❑FU11❑ ❑ ❑®1111] ❑11 ❑11❑11W1111❑11][1 ITI]11[TI]®❑®11❑11117M❑ITI]11❑❑ 1111T1E111==111T11 11TTI®11❑ E11FFTFM11❑11®❑[ITI[TI❑❑❑❑ U11❑11❑®❑FTTF11®=11 ❑®❑m❑ [T1FUFT1FTFFFn[1E1E1 El FULD ❑®❑OT] ❑ ❑ ITO m11OTTM❑11® [IFMT11FFFF] ❑ ❑11M11❑11M❑L[[] ❑ ❑ [[[] 11❑ID ❑11 ❑ ❑ ❑m❑11FIM 11® ❑m W FFIMFIM❑11❑ ❑ Ed 111111 ❑1111-n HE 11®11 ❑11717M❑®11[T[I1111FFFTT ❑ ❑FM ❑FIM ❑ETTID❑❑❑ FUME 11 ❑ l 11 EEI ❑11M❑TM ❑LFIFM11❑11M11❑ ❑1117M11❑® 11TI®1111 ❑ ❑ 11®TI❑11❑mom❑®111111 IM1111®❑ 11❑❑❑ [E]m11117®®11TO 11®1111= 111111 ❑11❑FM DE]D® D®D®®❑®®E]® DE]®❑®® ®®❑®®®®® ❑®® D=®E]®®E]® D D ® D® E[ODLEDFFITID® DE]DD® EIDE]®DD® DDD®DEIE]EIFTTM ®®®D® ®®[[E ❑❑D D D D ® DDE]DD® ®DE]❑❑ ®o®❑❑E10❑❑zm❑❑❑❑ m ■ ■■lull ■■■ 000®oMIoEE®o®®o® oo®o®®®®o®o®®EII®® o®®moo®®oma ❑ ❑ ® 0® ®®0®00T] D000® 000®DO® 000®D®1100® ®®®0® ®®® 11 00® 00000® ®o1TIE] o®o®0000 ... ❑ ®❑® ❑❑❑❑❑❑❑❑ ❑❑❑U❑®❑❑❑ Fl ❑❑❑❑❑FI❑EF] ❑®❑❑❑ ❑ ❑FU❑1 Lil 1111 FF ❑ ❑❑ ❑ ❑❑�❑ ■m ■ m■■nin■■■■■m ■ ■■111■IIIIIIII■111■ ■■1111■ ■ ■■■111111 ■11111 ■■111 0111■111111■ mill ■moll u11m■■nin■m ■ m ■ ■ ■ ■■■■■■nnm ■■MINIMU n!!■■■■nn■ mnn�■■■m■nin■■m■■■■■m ■m■mm■m■■■■■ninnn� ■nin ■■■ ■ ■m■■inml■m mnim■■■■■m■mnm�n ■ ■111■ ■■1111111■■11111111■■■■■111111■ ■■■1111111111■IllllMINOR l■11111■■■ ■■■m■■■m■nin■■m■■mm ■■■■■■m■mm ■■mm ■■mann■■■■■ nn�■■■■■m■nul ■ ■ ■■■■■■m■uuill ■nin on m ■m■ ■■mmi■nin ■m■■mm ■ ■ ■■nin ■nn ■mm■■■■ 1111111 ■ ■ m ■ ■■ ■■nin■mi ■mm■■■■nin■■ ■m■m■■nin ■■m■mmn■m■ ■■ ■mm■■■■■mmin■■ ■■■■mnuimmniiin■m ■nin ■■ ■omnil on ■ ■m m m■ mm■■mn■mn� ■ ■mm■m■■m■ m ■ ■■■m■■m■ni■ m■ ■■■gym ■■■mmmn ■■■■m■� ■■■m■ ninm■■m■mnm ■■■m■mn■■m■■m ■■■■ ■ ■■■■■m ■mn■■m■ m ■ ■■lull ■■■ 000®oMIoEE®o®®o® oo®o®®®®o®o®®EII®® o®®moo®®oma ❑ ❑ ® 0® ®®0®00T] D000® 000®DO® 000®D®1100® ®®®0® ®®® 11 00® 00000® ®o1TIE] o®o®0000 ... 11011® ❑®11®®11®®11®1111®11®® ®®❑®®®®® ❑®®❑�®❑®®❑® 00 ®11® E[OLLE11FFITI11®111111[IFMM 1111®11LIETI] 1111❑® ®®®❑®®®® ❑1111 000[[0 ❑❑®®1111®❑®11S®1111 ❑❑SID11111111 u ��❑®1111❑ ❑ ❑❑❑❑❑�❑� ❑®1111❑ ❑ ❑�❑� ❑ 1111 ❑ ❑❑�❑ Lil 1111 FF ■m ■■■■m■■mnnn■m n■■■m n■■■m■m 0 NINE ■11111111■■■■■1111■■1111■■111111■ ■■m■mmi■m■■■ma■m■■m ■■■ n■ ■mnu� ■■ninmmm■■■■■■� m■mi■■mi■mmm■mni■■m■mn mmm■■mi■■m ■■nin■■mnin■■ ■ ■ ■ Ion ■■mon II ■■■■m m■nim mill no III nnimm■■■auiaui■m■■n�■m ■ ■■mmn■■■■■ii ■ ■ IIII11111111111111■■■III■■ ■nolo■ nnia■mmnin■■ ■■nm■■m■■ ■ 111■111111■■■Emilio ■■IIIIIIIII■111 ■111■■ mnin■mmnin■■ ■■m ■m■nn■ 0■■1111111111111■111111■■111■1111111111111■ m■■nin■■nin■m ■ ■min nmm n■■■ ■■mn■■■■mn■mi■nin■ ■■■11111111■111 0 0 11111■■11111■ ■■111111■■ ■ ■ ■ ■■nn� ■ ■ m ■■aa■m■nin■m■nnu�m ■ ■mnn■m ■mm■m■■m■■mmn m■nini■■nin■m ■■main ■■ ■mm m nin nnl■ n orm ■mn m m■■ 111111NINE milli ■11111■■111111 11111■ 11111■111■■■■111 0■1111■■■■ ■mn■■■■ ■■mnm■mm■■m■ ■m■■mmn■■■■■■■m■m■m■ nMill ■■m■nna■anl■■nnimnnn■ m■■m■■m■■■■■nin 111■■111■■ III Ellin ■ m■mm■■mm■■m■ Ill ■■■■■illi n ■■■m ■m■n m ■m■ ■■mmi■nin ■m■■mm ■ ■nolo ■nn ■mmn■■■ nnu� ■ ■ � ■ 11011® ❑®11®®11®®11®1111®11®® ®®❑®®®®® ❑®®❑�®❑®®❑® 00 ®11® E[OLLE11FFITI11®111111[IFMM 1111®11LIETI] 1111❑® ®®®❑®®®® ❑1111 000[[0 ❑❑®®1111®❑®11S®1111 ❑❑SID11111111 111111®11EE11EE®11®®11® E[IFFE ®®11®111111M®® 11®®11®®11FFM 1111®11® ®®11®11®11111111® 000®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... Lil 1111 [E] —011110010101011111■■■ ■mn■ ■ ■■■m■nui mmmIIn■nnnuu�■■ ■ ■■■m■nml■■m■m■mnn■■ ■■■■■■nun■ninnmm■ m■nin■■ NONE mn■nn■■nn ■■nn■■ ■ronin ■■■ ■■■nnm■■■m■■m■■■m ■m■ mm■■m■■■■■■nu�nu�■m■■ ■■■■■■■■lli■ill ■ ■ 111111 �■�� ■ ■■11111■■IIIIIIII■111 ■ ■ ■ ■m■ m ■■■loll■ ■■nmnmnn ■■■lona III ■■■■■■m■■■■ninn■mnm� ■ ■ nnnnlmMll■■■III■■ ■■ ■�� m■■■■■■m■■■NONNI loll■ ■■■mim■■m■niiin m ■■ ■ ■loon ■■mn■■■■m■■nn■nin■ ■■■■mnnm■m■ni■■mmM■mm■■■■ ■ ■■■m■■■mmnn■■ ■nin■nun m�■ mom ■ ■ m ■ ninon ■ m■■ ■■m ■nom ■ ■m ■ ■ m ■ nus m■ ■m■■nni nn■ ■■monnnmn Mill ■ mm� ■ ■nninm■■■■■nnnn■ nn nmm�n■ ■ mm■mm■■m■m ■■■■■■mnunmin ■■■m ■m■nim■ m ■m■ ■■nnnn■Hin ■nn■■mnn ■ ■loin ■nn ■mm■■■■ noun ■ ■ ■ 111111®11EE11EE®11®®11® E[IFFE ®®11®111111M®® 11®®11®®11FFM 1111®11® ®®11®11®11111111® 000®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... 110117111111111F®11®7M11®1111®❑®®®®111111®1111117® ❑®111111=®11®®11® 0 0 ®11® E=❑❑ID❑❑ 111111115®1111❑®1111®111111®11[][][IFTTM ®®®11® ❑SI]®® 111111 000[[0 ❑❑®®1111®❑®11S®1111 ❑❑SID111111❑ ❑ ®❑® ❑❑❑❑❑❑FF F-] ❑❑❑IE❑®❑❑❑ ❑❑❑❑❑❑TI❑EFF❑ M U 1-1 Ell -[]Ell 1111❑ ❑ ❑❑�❑ TT] ■ (11111111■■■111■111 ■■■11111■11111■■ 0 111■111■111111111111■ MINIMUM ■■ ■■■■�■■■■l�l■l■■i■ NONE 11111■III ■mill ■■11111■ ■■�■�■ ■■■ ■■nin ■■m■■■■■n■■■ninm■ m mmmm■■■■■■nu�nu�■m■■ ■■■■■■■m■■m ■ ■ n■i minor ■ ■■■n■■mm■■m ■ ■ ■ ■111■ 111■11111111111■1111111111■■■ 111■■■I■■ ■■1111111111111 ■■■■1111111■11 m ■■■■■■m■■mnim■mnm� ■■■m■■■■■n■■Ell ■■■m ■■■■m� ■■mm■■m m�ninm■■m■■■m■■ ■■nin■m m■m■■■■■■■m■■■HIM ■■■■■ ■■■1111111111111■111111■■ Hill 111111111■■■ ■ ■■■■■ ■■m■■■■■m■■mi■nin■ ■■■■mnu�■mmi■■■■■■m■m ■■■ 111■11111■ mill ■■111■■■111111■III■111 ■■■m■■■n■■■ ■■m■■■■■■n■■n ■■■■11111■ Ellin Ellin ■■1111111111■ on ■■ui■m■ ■■m■■m ■ ■ m ■ ■ ■■■■■■III1111111111111 ■■■111 ■� 111 ■III■ ■■1111111■11111 ■111■■111111 ■ ■ ■■nin ■nn ■mm■■■■ ■nus ■ ■ ■ 110117111111111F®11®7M11®1111®❑®®®®111111®1111117® ❑®111111=®11®®11® 0 0 ®11® E=❑❑ID❑❑ 111111115®1111❑®1111®111111®11[][][IFTTM ®®®11® ❑SI]®® 111111 000[[0 ❑❑®®1111®❑®11S®1111 ❑❑SID111111❑ ❑ ME= 1111❑❑❑❑FF ❑❑❑�❑®1111❑ ❑❑❑❑❑�❑� ❑®1111❑ ❑ ❑M❑[ ❑ 1111 ❑ ❑❑�❑ ■m ■ m■■nin■■■■■■ ■ m�ninmmm■■■m■■ ■■nin■m ■■■n�■■■iin■m■■■■■■ ■■nm�m■ m■mm■■■■■m■■■ilill m■■■ ■ ■■■■■ni■m■m■miin■n■m ■ ■m■m■■mm■iii■■mm■■ mmmm■■m■m■■■i■■■ ■nin ■■■■nuu� ■■■nin■ ■■■m■■ ■■ninmm■nu�11 mill m■u■■m■■■ni■nin■■ ■■omni■■n�■■■m■■nn■ni■■ ■■■■mmi■m ■omni■■mm■■ ■ ■m■m■miMimi■■■■■m■■ ■ ■■m■m■■■■m■m■■■mn■■ ■n■■nu�m■■■nin■m■■■■■■■ ■■m mm■m■■nmim�■■■■■m■■ ■■m■m■■■mmm■m ■■nmm�■1111 ■ ■ m■mninnn■mnuu�■■m■m ■■m■■ ■■■m■■nulmll ■■nuni■■■■■m■ ■mnui■m■■n ■■m■mii■■■nmiin ■ ■m■■m■niii■■■m■mi■ ■�■■■ ■ mono■1111111111■■■ ■��■■■■ m■m■■ui ■■miin■nu�ni■ ■■m■m■m■ m■■mni■■■■m■ll III■ ■■m■ milli ■mmmi■■■■m■nii ■■■■mm■milli ■m■uimi■mni■■■m■ INNER ■■mmill Mill ■■mom ■ ■ ■■■■■■m■unmi■ ■■n ■■I ■ ■■■■ ■■m ■m■■im■ m ■m■ ■■mmi■nin ■m■■mm ■ ■■nin ■mi ■mm■■■■ ■n� ■■■��■■■��■■��■ ■■� ■�■■■ ■� ■■■■111■■111 ■■■mmm■ ■■■■m■� ■■■m■ ninm■■m■m■m ■■■m■mn■■m■■m ■■■■ ■ ■■■■■m ■m■■■mm■mm■ i■i■i■im■i■i■i ❑ ❑SFW❑❑IDE❑❑=LI1EL1 ❑❑❑❑IDS❑❑Ilfl=LEI❑❑ELI❑IDFMmLIIIEI❑❑ID❑EL]❑❑AFM❑LE11111EIE❑FIME❑ ❑❑[T[I❑®=®11ID®®❑DTIF-MFTFI ❑❑®❑®❑11M ❑ 111111®11ED11E[O®11®®111111111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®0®11®0®11111111 ... i■ism■�■i■i■i■mn■mn■i��i■i■i■um��■nim■i■ism■un■i■i��i�m■i■i�m■mn■i■i■um�m�m■m� ❑oo® ❑®o®®o®®o® oo®o®® ®®o®®®®® ❑®® o=®o® ITO-ii ❑ o ® o® ElOLLEoFFITIo® 0000® 000®oo® 000®oma EIE]EIFTTM ®®®o® ®- ❑❑o ❑ oo®00000®®oo®IEI®o®ooEID0=005L] a ❑ 1111® ❑❑F] 1111 11❑11❑FFM 11❑11❑11]❑IIH 11RM11❑11D 11® ❑11] oc 111111❑❑FIM X11❑❑]❑❑ ❑ [I❑❑[-EI®FI]FT] ❑®❑ aC ❑ ®®❑❑[I[1❑❑ 77 oC ❑ 1111 ❑[I®®FI] ❑ «11 11LfloF-rMm11MFH ❑[[fl®❑❑ all ❑ ❑❑❑F11 ❑TI❑❑❑ITII ❑FTI❑F117M❑IT[I®❑I]TI ❑❑TMT❑®® FM «❑ ❑ ❑❑❑TTI ❑❑ ❑® ❑❑❑®❑❑1111❑ aII 1111❑111111 H11HU ❑E]FU❑mIE [=11] 1111❑❑ «11 [1 [1] 11❑FUM❑11❑FTU❑ aE7 ❑ ®1111 ❑❑[T[I=®[Il® ❑❑❑OTIF117F❑❑❑ a❑ ❑OTI [11=❑0TI❑❑®❑❑❑TO ®[T[I ❑® ❑F7 FIIFM❑[ITI®❑MU®m®❑❑ ❑ 1-11❑❑DT1❑0TI❑❑❑❑ 11[EI❑11MM 1111❑❑] 11ITI❑T]❑11 ❑ [10 all ❑ ❑FUT ❑❑ ITO ❑® ❑= ❑❑I]TI®❑ITI]❑❑❑❑®❑FF17❑❑❑®❑❑IFII ❑1111T] I® ❑❑FTI®❑❑❑ a[] ❑ ❑FUT 1111 [TO ❑® ❑= ❑❑ITI®❑TO❑❑❑❑®®❑®❑ET] ❑❑❑ a11 [I11MFFIMEL11]UT][IME 1111®UTI❑D❑=❑❑❑❑ID❑❑FMUI[E]❑rM"❑❑ a❑ 1111❑11HTI ❑]11FIM❑HE ❑11ID❑11]11❑11❑MFH❑❑D 11]❑ a[l ❑ mFI❑❑TO 1111❑❑® ❑FTFFF FII® ❑ ❑ ❑®1111❑ 11111111 EIH 1111LEI❑ID111111 a[7 ❑ ❑❑ffTFFFTFFI❑=7M❑®❑AFM❑®[T[]❑❑❑Fl]®❑[I❑ ❑FFWQll I 1111]❑11❑E[ErM❑[EI11]❑11IF1111MI[] EIE11MM11]❑❑]❑❑]❑FHLI=❑11n11 all ❑ FIIFM❑FTFFFn❑[Fll ®[TI❑❑FTFT=❑DTI ®OTI❑OTI=❑❑gym❑ ❑[T[1❑❑ ®❑ [T[I000[F[I❑❑[T[I0000000=❑®❑®❑❑®❑ ❑❑FFTM aI] 11 Im ❑®11]❑]❑❑I➢❑MFH❑❑I]❑❑HTI ❑® ❑❑F] ❑]11F[M❑UT] 11]11❑- ®❑ ®❑OTI Ell] MTFn o ❑ ❑ ❑=❑1FI❑m=❑1Tm m❑❑ERm11ITI❑FIF11ITI 11 LL[I1111❑[TII11FM❑FV❑rMFH11L[[I❑11FM11 ❑ 11IET I❑M❑❑❑ ❑❑❑❑717M❑®TO❑T] ❑❑mED❑®❑❑[T[I[Tll❑IFII❑❑ITII[I® o 11 1111 ❑MI]II[I][[[I11❑F]11M❑L[[][EI11❑L[[I ❑LFI ❑11❑FV❑M❑11 ❑ ❑III®❑❑ IT[I❑❑m)❑IITI❑®❑®❑=❑EDED ❑W❑❑❑TTI❑® IT] ❑❑TFUT11❑111 a1] 11 MI❑11M❑11]❑11]11] ❑❑❑D®1111]❑11]❑FIM❑MFH❑HTI 11]UTIMM11❑IM❑MIM❑m ❑ ❑7F❑®FIIm]m]❑®®❑FFFF®❑=❑ ❑ ❑® ❑❑❑®®❑❑=F' ❑®mom IIII❑11]11❑MM HTIMELIII all 1111 ❑11MM11❑IIDm❑11Mr[TM11MTflmIfl❑11]m11]M UTIll 11D11❑M a❑ ❑ ❑gym]❑❑mom®m❑mIM❑ITII❑mFFF❑DTI ®®ITII❑❑❑ ®TITITI ®FII ❑FT❑❑❑❑❑TT11111 ❑❑mFFFF❑OTIM7MFM❑®❑[T[I ❑m❑ ❑❑®❑[T[I❑❑❑[T[I❑❑FFFFI❑❑❑=❑❑ 11❑11❑1111 11❑11EEI❑T]11 11ID11HTI❑[ all ❑❑TFFF®❑III]❑❑FTI®❑m7❑❑❑ DTI❑mmFTFM=❑® ❑ ❑❑11]MM❑❑IMM❑11]1111 ❑oo® ❑®o®®o®®o® oo®o®® ®®o®®®®® ❑®® o=®o® ITO-ii ❑ o ® o® ElOLLEoFFITIo® 0000® 000®oo® 000®oma EIE]EIFTTM ®®®o® ®- ❑❑o ❑ oo®00000®®oo®IEI®o®ooEID0=005L] ❑❑TM❑ ❑❑TTI❑ ❑❑TTI®❑71❑❑❑®❑r i ■ ■■II■■111 ■11111 ■■ . 0 0 ■■■1111111111111■■■ 11111111■ 1111111111mill ■■■111111■11111111■■■1111■■III■■ ■■■m ■i■m■m■■m■■■■ ■ m■■m ■■m . ■ ■ ■■■m m�mm■■■ m■m■ nin■m■m■■■nnn■mnuu�■mm■■m■■ oil ■ ■ ■ ■ m■■■m■m . ■ ■ m■■■■■nn■■nn■ni■■m ■mnnm■■■■nn■nnm m�mmm■nimiin■m ■m■ ■■m■■m■■■m■■m■■■m■m■nn■■m■ni■■m ■ ■ ■ ..I ■ ■ ■ m■■■ON . ■ ■ m■■m■nnm■■m■■■m m�nim■■m■min■nmi■■ninm■■m■m■m■■ ■■mm■■m■■mm mmniiin■m ■ ■■ . ■ ■ on million IN m11m■n■m■m■m■m■NUNNmm ■ ■ nu m■■ ■ ■■■m■im■ ■■■mi■ ■■nu�■■■■m■m■■■mninnin■mnun�■ m ■ m ■ ■■■m■■ ■■m■ ..� ■ ■ ■ m■■■m■m . ■ ■ mill mill ■■■■111111111111■■■■■ Mill 111■Emilio mill 111111111111111 ■IIIIIIIII 11111111 on 111111 ■mniii■■mm■■mm■■m■■ ..� ■ ■ ■ m■■■m■m . 0 0 ■1Emilio MINIMUM ■■MEN 11111111111■■■ 11111111■ 1111111111111II■ mill ■111 ■m■■mm■■m■m ■m■m■■■ni■■m ■mmin■m ■■■mm■n� ■■■m■m■m ■■■nn� nu�m■■m■■nim ■■■■■nin■m■■ ■■m■■ 111111®UEUEOM ®®111111111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... ■❑ ■ 1111■■ ■ 1111■■11111■■11111 0 MEMO 111111111 ■111■1111111111111■111 ■■111111■11111111111■■11111■111 ■1111 ■■111 1111 1111■■11111 ■ 111■ 1111■III ■111■ ■■11111 ■1111111■ 1111■■■1111■■ ■111 111■■ ■111■■111■■ III■■111■■ ■111 0 1111■111■111■■ 0 1111■111 ■ 11111■ MEN 111■111 ■ ■ ■ ■ 111■■111■■ 0 1111■111111111■1111111111111 Ellin 11111 0 Ilion 111■111111111111■1111111111■ III■111■■■■ mill ■11111■ ■■ III 1111■11111 MINIM 11111111 Million on 1111■■ ■ ■■■■■111 ■1111■■■11111111111 ■ ■■111111111■■11111111111111■1111■■111■■■111■■■111■■■11111111 ■111■111■111 1111■III■■■■■■■■■111111■■■■1111■111111■■■■■■ ONE1111■■■■1111■■■111■III■■■■■■111■111■1111■■■111111■■■■11111■ 111■■■■■IIIIII11111111111 ■111■ ■■1111111■11111 ■1111■■111111111111■111■■111■■■111■1111 ■111■ 11111111111■111■111■■111111■■■■111■■ 111■11111■■11111111111111■■11111■ ■■111111■■11111■111111 ■11111■■111111111111■11111111 ■111■ ■■1111111■11111■111■■■11111■111111111■111 111■■■ ■ 111■■111■111 ■■■1111111■■11111■■1111 ■111■ MINIMUM11111■111■■11111■111111111■1111111111■ ■111 ••1 ■ ■111■■111■■ 111■ 1111■11111■ ■■111■■■■111111■■■ 111■■■■ 111■■111■■■ 1111■1111111■■111■■■III■111■ milli ■ ■■111 111■11111 ■■11111■11111 ■III■ ■■111■11111 ■ ■■11111111111111111 ■111111■111■■111■ 111 ■111111■■■■■11111■■■■111■■■111■■ ■I■I■I■111111111111111111111■IIIIIIIIIIIII■IIIIIIIII■I■IIIIIIIII■■1111■IIIIIIIII■I■I■11111■■ ••1 ■ ■111■■111■ ■ 111 ■ 1111■11111■ ■■111 1111■■111 111■■ ■ 111■■■ ■ 111■■111■■ ■ 1111■1111111■■111 1111■11111■■7 EL❑❑MU❑ ❑❑FTU❑FFF] ❑=❑FH ❑111 ❑❑LE[I❑m FFM[J1=m❑FM❑FFMIT7FFH❑m EL❑❑m LflFFIM❑❑ ❑ ❑❑❑®®❑=❑ ❑F7TI]T7®FM®= ❑m❑ ❑❑®❑❑❑FT] ■■■1■11111■I■11111■I■1111 ■1■I■I■1111111■1■I■11111■I■I■I■111111111■I■ ■11111■I■I■ ■11111■■1111■I■ ■1■I■I■IIIIIIIIII■I■11111111■ ■I■I■I■I■I■11111■■■I■I■ ■ 1111■11111■11111111■111■111■■ 1111■■INNUMEROUS ■11111■1111 ■111■ ■■1111111■111111 ■11111■111■■■11111■111 ■■■1■11111■I■11111■1■11111■11111■111111111■■I■1■1■I■I■I■111111■I■1111■I■IIIIIIIII■I■1111111■I■1■I■I■I■111111111■I■1■11111■I■I■1■11111■■1111■I■ ■ 1111■1111111■■111■1111111■■■ ■ 1111■■■111■■■■111■111■111■11111■■111■■111■■11111111■11 1111 0 ❑ ®❑® ❑❑❑1111❑1717 ITI❑®❑❑❑ ° 1 ❑❑❑❑❑TI❑TE ❑®1111❑ ❑�❑[ ❑ ❑❑[�❑ 7IriiiA1111❑ ■111 ■ 111■■111111■■111■111■11111■■■ ■ 111■■III■111■11111■■1111111■■■■■■ ■ ■■III■■111111■■III■111111■■■111111 1111■1111111111■111■■■11111■1111111111■■ 111■■■■11111■11111111■■111■111■11111■■11111■ ■111■■III■111111■■■1111111 ■■111111■ 1111■■111111111■ ■■111111■11111■■111 ■ 1111■111111 ■ ■■■■■■IIIIIIIIIIIIIIII ■11111 1111■ ■ 1111 1111■■■ 111 ■III■ ■■1111111■11111 ■111■■111111 ■ ■ ■■11111 ■1111 ■11111111■■■ 1111111 ■ ■ 1111■111■■111■111 ■ 111 ■■11111■1111 ■1111111111■■■■111■111■■ ■■1111 ■111■111■IIIIII11111■111111 1111■111■■111■111■111 11■■■111111111111■11111■■■■11111■1111■111111 1111■111■1111111111■■111■111 11011® 11®11®®0®®0®110®❑®® ®®❑®®®®® ❑®111111057®01T ®117F 0 0 ® 0® E=0FFITI0® 000[IFMM oo® 0001110m>sm [][][IFTTM ®®®0® ®®® ❑1111 0 00 ®00000®®oo®❑ ®0®00E[00=00011 111111®UEUEOM ®®111111111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... ❑❑®❑❑❑ ❑ ❑❑❑❑❑�❑� ❑®❑❑ ❑ ❑�❑[ ❑ ❑❑ ❑ ❑❑T❑ ■m ■m■miin■■■ ■....... nnn■min■■nnnin■■ ■ m■■m■nnm■■■ ■niiin�■ ■ ■■ m■■■m■ni■mm■■nninm■■ ■.......m■■■nu�■ ■■nm� ■■m ■mm■m■■m■ m■■■m■■ ■■■ ■■■�mimn■min■■m ■■m■■ ■■min m ■m■■■m■m■m■■nn■nin■■ ■■■■■m■ nnm ■ m■■■m■nin ■ ■ MEN ■■MINIMUM ■11111 ■■■ m ■m■ ■■mmi■nin ■m■■i 0 ■■11111 ■1111 ■11111111■■■ mill ■ m ■■nin■mi ■mm■■■■III ■m■m■■nin m■mm■mm ■m■III in■■III Ilion ni■■m■III ■■■ nin■ninnin ■■ni■■nn�■■■■■mnuunm m■m ■nui ■■m ■■ ■■■■m ■ HIM 11IIIIIIIIIIIIIII Ellin oil 111 ■■11111 m■■m■min■nu�■mml■■■ ■ ■■m�■n�■■■mnn■m■■nmiin nin■ 111 ■■111111■■III■ni m 111 0n1■■11111111111111111111111111111111111■■111 II■111■■11111111■■111■■��■■ 11111■11111■1111111■■111 ■11111 ■■■ ■ ■■m■m■■mn■m■m■■ ■ m■■m■m m■m ■■■■mmi■mm■■nin■n ■ ■m■mnini■m■■■mnui■■ ■ ■■■■■■mnuiumin ■■■■ ■■■ m■■nin■m ■ ■ III m ■ ■m■nim■ In ■■ mill mi■m■■■mn■■m■ m ■m■ ■■mmi■nin ■m■■n ■■11111■111■■■MEN ■111■ n■■■ 11111 ■■■111111 ■■111■■ ■IIIIII■� ■■111■■111■■ ■■■■■IllIII 111111®UEUEOM ®®111111111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... ■ m■■m■ ■■■■■■ ■■■■■��■■■■ NONE Emilio III ■11111■■■ ■■■■■ ■■■ ■ ■■��■ III III III ❑ 11❑mM❑ 11❑11WFUM❑❑ ❑ 1111111111❑1-rM11MM 1111nu 111111111111 ❑ ❑®11ITM M❑M11ED❑❑❑❑F 11Jm1111 ❑11❑11❑Mn 1111WEL ❑11❑ETImLIEM❑H111111❑❑ ❑ [Ifl11IIII11ITM❑IIII11mmmfl❑11❑ ❑11❑EU11m1111❑111111MM 11❑FW❑❑ ❑ELFU11I-rM11❑1111❑11111111 ❑ELIM❑ITM❑ ❑ 1111 El El El MFFTIE] ❑ 11❑1111111 ID❑❑TImFFM MM TFRT I «❑ ❑ TTF11m®11 ❑ ❑m❑11F®11❑11M 11❑ ❑11❑EF7flM®❑11[]T]❑ 11 [[[] 11TO11 ❑11EDFU❑M 11ETI11FFT F 11111❑ ®❑1111 FTI ❑❑FMFM ❑T07M❑1111®11❑E1 ❑ 11❑mII1❑ 11❑11WFUM❑❑ ❑ 1111111111❑1-rM11MM 1111nu 111111111111 ❑ ❑®11ITM M❑M11ED❑❑❑1111 11Jm1111 ❑11❑11❑Mn 1111WEL ❑11❑1111❑mLIEM❑H111111❑❑ 1111111111111111111111 1111 ❑11❑1111❑❑ ❑ IM 1111❑®❑[[[] ❑ 1111 ❑ ❑ ❑ ❑EL11ID❑❑rM❑❑❑❑❑11111111 ❑EL❑)❑ITM❑ 1111❑1111[]mFFM 11Jm1111 ❑11❑11❑Mn 11fllfl «❑ ❑ TTF11m®11 ❑ ❑ 111111117111 ❑11❑® ❑ ❑m❑11F®11❑11FII 11JT❑FFFI� ❑11❑[T[]❑ ®❑❑ ®❑11❑ [E] 11MI11 ❑11EDFU❑M 11ETI11FFFM ❑ «❑ ❑❑TIT®®m11 ❑11® ❑❑FMFM ❑[T[I®❑1111®11❑E1 ❑T1111 MIT[F] IFUT111TO11 IF] [IT] ®❑m11 ❑11®11FM11=❑11 ❑ ❑11 ❑mom❑11®❑11®® T 111111rM[1111]rW[I❑llll❑11EL11❑]❑ ❑11m❑ 11❑W 111M1111U11MM11❑ m11IIIIIIII❑11EL11mHI]FU❑LII ❑11❑11❑111111mM❑ 11110111111D 111111❑111111 ❑ ❑ ❑11111111IDm11 11 11❑11❑rn❑FTM 1111❑ 1111❑m11❑MM111111 11 EL11❑M11m ❑1111=❑11®®m®[TO11 TIE] El ❑11❑11®❑®®®mom❑ a❑1Mr-M7M1r11111TT1 11 T11IM❑TIm ❑ IM 1111❑❑❑❑ 11Jm1111 ❑11❑11[TM❑FTM 11 11 ❑m❑11F11❑111111 11111]❑FIFM HO 11®11 ❑11TU®❑®11711111 F ❑ ❑11M ❑ H ❑E11ID❑111111ID ❑11❑11❑1111❑❑ 11011®11®11®®0®®0®110®11®® =11®®®®® 0®®11=®11L 00 ® 0® E10=0FR0®0000® 000®00® 0001110 000® ®®®0®-10J_ ❑ ❑ ❑ ® 00000® ®011®EE] ®11®110UD11=0_ 111111®11E[D11E[O®11®®11®1111®111 I I I I I I I ® ®®11®11®®EU®® 11®L[l] 11� 1111®11® ®®11®11®11111111® 000®1111® 000®11® 000® ®®®11® ®®® 111111®1111111111®®1111®® ®11®11®11®11111111 ... mmm ■■■ ■ ■■m■ 7] ®❑m❑ ❑❑® ❑FM❑=❑❑ ❑ ❑❑ ❑mom❑❑®❑❑®® FTI EE❑[ElIFUM❑❑111ril❑lm ❑❑m❑ ❑❑FflM ❑FFH❑FFFn❑rnM❑❑ m❑SEM❑❑E[E❑mLE[IFTfl]❑LII ❑ ❑ ❑❑ ❑ ❑ FWm❑ ❑ ❑❑❑❑M-TIFUl ❑❑❑ EM❑m❑❑MM❑III ❑ EU❑EITn❑m ❑❑❑FTFI❑❑EIMMmMEM❑ m❑FUT❑FTI®❑®❑❑ mom❑ ❑ ❑❑❑❑®❑®®®mom❑ i1❑1lT1F-m7m1r11❑1lT1 ❑FTI❑FM❑IIIILL ❑❑® ❑FIE] ❑❑❑ gym❑ ❑ ❑❑❑[IFIM❑FTfl] 11 ❑ ❑m❑❑FIM ❑❑❑[[[] ❑[[[I❑FH-Fl HE ❑®❑ ❑❑[T[I®❑® ❑[T[I❑❑FFM ❑ ❑ ❑FITM FFIM ❑EMS❑❑❑ FIM ❑❑IIII❑❑EM❑❑ ❑ EM❑EM❑FFU❑F❑FIM❑❑❑ ❑ ❑❑ ❑mEM❑❑Mfl❑❑[EIFHIFFFH❑[[[]❑FM ❑❑❑E[E❑m❑FF[nLIIIFM❑[[fl❑[[[I ❑❑[[[]❑[[[]Mfl❑❑EM❑[ILI]❑m❑FF[flm ❑❑FFH ❑❑❑❑❑❑ ❑Dm❑ ❑ ❑❑❑❑®❑TM ITI❑®❑❑ i ❑❑®�❑��❑❑�❑ ®❑ I❑m❑mFF[I®❑FFI] ❑III®❑❑ �❑ ITO ❑ ❑m❑❑U❑❑❑[[[] ❑[[[I❑FH-Fl HE ❑®❑ ❑❑[T[I®❑® ❑[T[I❑❑FFM ❑ ❑ ❑FM F7M ❑[T[I®❑❑❑ FFM ❑❑IIII❑❑EM❑❑ ❑ MflFHU❑❑FFM"[Lll❑FIFM❑EM❑❑ ❑ FF[n❑❑EMMflFHU❑❑FFM"[LI]❑FIFM❑❑ ❑❑MITFI❑❑FIFFIM❑❑ FTFI❑LE[][[[][[[] m❑11[]EMFTM M❑❑❑ F-MFF[rn❑IFM MUFUM❑❑HUTWIT [LI]EM=FFIM❑FIPFUnM[n[[[IFFIM❑❑EMLE[ILE[I MM❑M7MFTIm❑®❑=❑[T[I®❑❑ ❑®❑7F❑❑ ®❑ FFFM=❑® ❑❑❑FT]❑mT[I❑FFE ❑❑❑FFFM=❑F ❑ ❑❑❑TO ❑IFE ❑❑❑❑ ❑ ❑m❑❑ UT ❑❑❑FFE ❑FF [M[T[IFMF7M❑® EEI ❑[El❑ ❑❑EMFIM❑M ❑[[[]❑❑FFT I ❑7U FM ❑[T[17M❑❑❑ 7FM❑❑❑[1[1❑ 111111®11E[D11E[O®11®®11®1111®111 I I I I I I I ® ®®11®11®®EU®® 11®L[l] 11� 1111®11® ®®11®11®11111111® 000®1111® 000®11® 000® ®®®11® ®®® 111111®1111111111®®1111®® ®11®11®11®11111111 ... 11011®11®11®®0®®0®110®❑®® ®®11®®®®® ❑®111111=®0®®0® 00 ®11® E[OLLE11FFITI11®110110®[][][IFTTM ®®®11® ®®® ❑1111 000[[0 ❑❑®®1111®❑®11S®111157❑❑SID11111111 ❑ 1111®mom ❑ �❑�❑= ®�❑❑❑ ❑ ❑® ❑FM LIIFF[rn❑EM 1111111] [[[]❑IFM❑❑❑rMFM ❑ ®❑�❑®❑�❑®�❑❑�❑�❑ m❑®❑FTI®❑EM=❑® ❑ ❑❑ ❑ ❑ ❑ ❑❑�❑❑�❑mom❑�❑�❑❑� gym❑ ❑ ❑❑❑[IFFM❑FTfl] EM❑TTI❑❑ ❑❑®®umm ❑ ==❑DTI ❑ ❑m❑❑FUT® ❑❑❑TTI ❑FF ❑ EM ❑E❑ ❑❑EHIM❑FIM ❑[[[]❑❑FFT L ❑ ❑® ❑= 1-11=❑[T[I ❑❑❑D ' 1= FM ❑[T[17M❑❑❑ FU ❑ ❑1111❑❑E❑❑ ❑❑❑T❑[TI=❑❑ ❑❑❑❑DTI❑❑ IM❑❑®❑OTI❑F7 ❑FITTO i® ❑= ll]=❑[T[I ❑1111❑❑ ❑ ❑❑®mom ❑ ITI❑FFFF❑= ®OT❑❑L I❑F[[]❑=®❑❑r[[I❑❑m EEI❑IFM❑❑❑rw=❑❑❑ ❑❑MI❑❑❑FMFI❑❑❑ ❑m [E❑❑❑ ❑=❑®❑FlI®❑[T[IF7❑FI1 m❑FF❑LIUMEHIMI❑ ❑❑MMS ❑ ❑ ❑❑ ❑ ❑ ®m❑ ❑ ❑❑❑❑®❑= FM FT[n❑AFM❑[[[] ❑m❑❑FUT® ❑❑❑TTI ❑FIT❑ERL EEI ❑E❑ ❑❑EMFIM❑FIM ❑EM❑❑FFFFH ❑ ❑ ❑FM FFIM ❑[[[IFTFI❑❑❑ FtTM❑❑❑[[[]❑ ❑❑❑FM❑[l]❑m[T[ITFFF❑m®❑ E ❑ ❑®mTOFFE ❑IT®❑ ❑ IF ❑F7 [IT]❑FF[I❑❑❑[T[I®❑®m®❑❑ OTI® ❑❑® ❑ ❑ ®®FTI ❑ ❑ [T[❑ ®®❑=❑FM❑ m❑=TITI®❑ITTMF❑❑❑ FU❑❑mil ❑FTV ❑rm Mfl❑ rFM❑EM ❑ELIM❑1111 EEI❑❑FIF❑[[[] ❑ ❑ Mn TV[[[] M❑LI]❑mLEII❑ILI]MULEIIELLE[IF-rW❑❑ ❑EM❑[I❑ rFfl]FMfl❑❑❑ ❑ ❑LII[Lll❑❑ EM ❑ HU❑❑FIMFTFILII[[[] ❑ ❑ ❑m❑❑FUT® ❑® ❑m ❑ ❑ ❑❑ ❑❑❑FUMmTFFI❑ ❑❑MUL ❑ ❑❑❑EM ❑EM❑❑❑Mfl❑[[E-- mFIT❑®❑FFE EEI ❑FI❑ ❑❑EMFIM❑FU ❑EM❑❑gym ❑ ❑FM F7M ❑[T[I®❑❑❑ FU I❑IFI]❑❑[T[]❑FITI ❑❑FEI❑❑ TTIFM �❑®� mT511 11011®11®11®®0®®0®110®❑®® ®®11®®®®® ❑®111111=®0®®0® 00 ®11® E[OLLE11FFITI11®110110®[][][IFTTM ®®®11® ®®® ❑1111 000[[0 ❑❑®®1111®❑®11S®111157❑❑SID11111111 ❑❑❑��® ❑❑❑FFI❑TI]❑FTO ❑❑❑® ®FTFI❑❑FTFI❑®ITI] ❑❑❑FFI❑®❑❑FTFI❑❑FT11 ❑❑❑❑ ❑ ❑❑FFI❑ E[H ❑ ❑❑EMELT ❑FUH❑❑❑ 111111®1111011HO®11®®11®1111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... ❑ ®❑® ❑❑❑❑❑❑FF ❑❑❑�❑®❑❑❑ 1 ❑❑❑❑❑FI❑EFI ❑ M U -❑ Ell -[]Ell ❑ ❑❑ ❑ ❑❑�❑ TUE ■■■■■■l■■l ■■■11111■■ ■ ■1111 on ■■■■11111111■■■111■ 111111011 on ■111■■111111■■III ■III mill NO ■ 111■111■11111■■■III0111111■■■■ 111■■0■11111111■1111111111111■■ ■11111■■■■ ■■m■■■mm�■■■ ■ ninmii■■ ■ n■nin■m ■ ■ m ■■m■mm■■im ■■nin■■■ ■ ■■■■ ■ ni■■nu�■m■■mnnn■■m ■ ■■■■■■m■ulum11 ■nln ■■■ ■ ■■1111111■111111■■■■■ milli ■■ ■ ■■ ■■■■��■ ■ ■ ■ 111 ■■111 ■■ HIM 1111■■ 111 ■III■ ■■1111111■11111 ■111■■11111 illi■■ ■ m ■ ■■m■ milli ■mm■■■■ ■nus ■ ■ illi ■■nin■mi ■mm■■■■nin■ ■m■m■■■I■ ■mm■m■■m■ ■ ■ ■mm■■■■■m■mn ■ ■ ■ m■■m■■ ■■mm Hill■■ m■■■■■mnulmm Illi■■m ■n■ on ■ illi ■■■■m ■■mill■■■m■■m■ ■m m■■■ ■� ■ ■■m m m■ ■■m■■mn■m■� ■ ■mm■m■■m■ m ■ ■■■m■■m■ni■ m■■ ❑❑❑��® ❑❑❑FFI❑TI]❑FTO ❑❑❑® ®FTFI❑❑FTFI❑®ITI] ❑❑❑FFI❑®❑❑FTFI❑❑FT11 ❑❑❑❑ ❑ ❑❑FFI❑ E[H ❑ ❑❑EMELT ❑FUH❑❑❑ 111111®1111011HO®11®®11®1111®11®®®®11®11®®�®® 11®®❑�11®®11� 1111®11® ®®11®11®11111111®111111®1111®11110®11®111111® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®11®11111111 ... ❑ MM1111ID 1111❑❑❑❑❑❑ ❑❑�❑®1111❑ 111111111❑TI11EF] 11®111111 1111[ �� 1111❑ 11 ❑❑�❑ .�,..,,,.,,, �� ■■■1111111111■111■■111■111 0 NINE ■11111111■■■■■1111■■1111■■111111■ l ■1111111 ■ 111■ ■ ■ 101■ 111 ■ ■ 111 .. �liiiii ■ 11■■0■■■1 SIN. liii I I��..��.�� In IIII..��. ■ ■ ■ 11111■■11111■ ■■1111111111111 .... .�11oil 11111■11111111111111111111111111111 111■111111 ■��l■■■111■■111111111■11111111111 ...,,,,,,.,,lililli,,.,,Ill . .....�� ..11�i..mill 1 0 nomm.IIIIIIIIIIIIIIII ■■■111 ■111■111111■ ...��.....illilli..illill .dill milli ■11111111■■■ IIIIIII Emilio ■1111i■ 0■■■Ill■111111■11111■111■1111111111■■ ■ mill 111111■MEMO ■1111111111 milli 1■■■■■■ ...��...11i.i�lli�l.i�ll oil 1■■111■■1111■111 ■■11111■■■11111111■111 ��■111111■Ellin lilll■ ■111■11111 111■111III 1111111111111■1111111■■11111■111 ■■■ . . ....111 ■ 11111 MEN mollim....,,I„ ...,,,., 111 ■Ill■ ■■1111111■11111 ■111■■11111 11011®❑®0®®0®®0®00®0®®®®0®®®®®o ®®o=®o® ®o® ® o® E=o�o® ❑000®000®1111® 000®o 000® ®®®o® ®®® 000 0 DD[[0 ®0®00 0=0000 inimillillimilill ❑ ❑SFW❑WE[E ❑=LI]ELI ❑❑❑FUflLLI❑❑[[fl=LEI❑❑LLIFTIPFMmLIIIEI❑FUH❑EL]❑❑ELFW❑LE1❑❑EIE❑FIMEM❑ ❑❑[T[I❑®=®FM®®❑DTIF-MFTFI ❑❑®❑®❑TM 111111®11ED11E[O®11®®11111 EDEEL] ®®ROOMMx®® 11®L[t] Ll 11� 1111®11® ®®11®11®111111❑® 000®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®0®11111111 ... ❑ ®❑® ❑❑❑❑❑❑FF F-] ❑❑❑IE❑®❑❑❑ ❑ ❑❑❑❑❑TI❑EFF ❑R U —❑ Ell -[]Ell TT] ❑ ❑❑ ❑ ❑❑�❑ 0 111■111■111111111111 MINIM ■IIM 0 111■111■111111111111■111■1111111■■ ■■m■nunlnin■mm■ 11 mill ■■■■mn■m■■m ■■nni■ ■ronin ■■■ ■�m■■■m■■m■■■m■■■ mmmm■■■■■■nu�nu�■mm ■m n■■mmn■m ■ ■ ■ ■■■m■■■11 mill Ilion m■■ni■■ ■■mmlimm ■■■■■nu�■n ■ ■ ■min Hill m■ m n ■m■■■m■■mnun■mnm� ninnn■mm■■m■nnm■■m■■m■m 111■111■■nlnl■■ !l■■■111 IIII■ ■ ■■■mmi■m■■m■■m■llini m■ ■■niiinm■■■■■mm■ m III ■ 1111111■1■111■■111■111 ■ MEN ■■■IIIIIIlIililIIII ■■■nl ■111■111111■ m ■m■ ■■mmi■nin ■m■■n ■ ■nolo ■nn ■mm■■■■ ■nus ■ ■ ■ IIIIIIIII■Emilio nl ■■■11111■11111■■ ■ 111 mill ■111111111111■111INNER ■■■111■NEI 111Emilio nHIM ■11111■■ NONE 11111■III ■mill ■■ill■■ ■■�■�■ ■■■ ronin ■■m■l■■■nn■■ninm■ ■ mmmm■■■■■■nu�nu�■mm ■ ■■11111■■IIIIIIII■111 ■ ■ ■ ■■R■■■I■■■I■II1■Ellin mill ■■■ ■moll ln IM III 11■111■1111111111■■■ 111■■■I■■ ■■1111111111111 ■■■■1111111■111 ■ ■ ■■■NINE ■■nlll■■■■■■11111Ell ■ ■ ■ 111 ■111■■■111■■111111111■111111111 IIIII IlIII mill In III WOMEN ■■■111■■■■■111111■■11111■111■■ ■■■■■■IIIIIIIIIIIIIIII ■■■nl ■11 ■ ■�ll■ll■■■il■ ■■111111■■111 ■111■■111111 ■ ■■11111 ■1111 ■11111111■■■ Mill ■ ■ ■ ■■■mm■n� ■■■m■m■m ■■■nn� nu�m■■m■■nim ■■■■■■■n�■■m■■m ■■■■ ■ ■■■■■m ■�■�■■m inimillillimilill ❑ ❑SFW❑WE[E ❑=LI]ELI ❑❑❑FUflLLI❑❑[[fl=LEI❑❑LLIFTIPFMmLIIIEI❑FUH❑EL]❑❑ELFW❑LE1❑❑EIE❑FIMEM❑ ❑❑[T[I❑®=®FM®®❑DTIF-MFTFI ❑❑®❑®❑TM 111111®11ED11E[O®11®®11111 EDEEL] ®®ROOMMx®® 11®L[t] Ll 11� 1111®11® ®®11®11®111111❑® 000®1111®000®11® 000® ®®®11® ®®® 111111®1111111111® ®1111®® ®11®11®0®11111111 ... 0 ■11111■�■1■I■1111111■111111■■111111111■I■■■■■I■I■I■ ■ ■■111■0 ■■ ■■■■ ■■ ■111■111■■ on ■■■111 ■■1111 ■111■ ■■■ ■ ■111■ ■■111 III ■111■ ■■1111111■■ ■■111■■111■ 111111111■■ ■ ■■■111■1111■■111■■111 ■■■■ ■ ■■■■■11111 ■ ■■111111111 ■1111■■111■■111■111111111 ■1111■■1111111■■■■1111■IIIIIIII u ❑❑❑E[H[[[]FffM❑❑F[Ffl❑F[Ffl ❑E[E[[[]❑❑ ❑ ❑LEIE[UMM ❑ ❑❑LE[ME❑MM❑❑E[H 0 ■■11111111111 ■■11111 ■11111 ■111111■■ ■ ■.1.111111■111.1.111■11111■■111 ■■. 11011®11®11®®0®®0®110®11®® ®®11®®®®® 0®®11=®0®®11® 00® 0® E=0FFITI0®0000®000®00®000®0000® ®®®0® ®®® 0 00[[0 ®11®1111 11=111111❑ R ■111■ ■■■ ■ ■■■111■■111■■■■■■111■■■ ❑11❑1E1mmr1M❑1E1FMF1EF1 EIEmID❑EII ❑ETUP ❑ = ❑❑EFILI111 EM❑mID1E111flFUfl1E1❑1111E1E HIE111H 1111»❑❑-n❑❑®❑❑M❑❑FM[ITIMT-F ❑❑mCID❑F-FFTI®m[TIMIFIFMFFM El ❑FrFFim ❑TTIm❑FFM ❑TTI®CID ❑®❑FFM=FTMMME[[1= [I❑mom®❑®TI❑ID❑FFT ❑T] ❑❑TF❑❑❑❑FU❑FFT ®❑ 1111m❑mED ❑EIE[[fl❑LEI❑ID❑LEI❑❑LI]❑m[EI❑FUU[IflMfl 11TMF1M ffM11 ❑EU❑m❑❑ID❑m❑ 11111111111111 [T[I® ❑®❑ ❑❑TI®❑FTI❑m❑IDm❑ ❑ ❑❑❑❑❑[rTM❑mIDCFFF[1T1FFM ❑TIm❑ ❑❑FFFM®❑=mID❑FM❑m❑ ❑❑❑❑❑D❑ ❑HF❑MM moun, ■■m■m■■■■in■ nun■■■1■■111■■ ■■111■■nlMINE111■ ■111■■111 ■■■■■11111111111111II 1 ■111 ■ ■ 111 ■■11111■111 ■1111111 ■■■111■1111■■■■11111■■■■ ■■m■111111■��■■Mill■■111111■■■111■■■1111■■■■■■■111111■■■ ■ ■ ■■■■■■ mono■111111 1111111■■1111111■■11111■11��■IIIII■111111■■111■11111111■111■■■III■111■1111111111■111■■■ ■1111■1111111■ ■■ ■IIIIIIIII■111■■0000■111111111 ■��■■11111■1111■■1111111II■111111111111II■■■11111■■1111111111 ❑ 11m❑m❑FFU1 ❑mz]❑ 111[fl[III❑m❑m❑[[[]=❑M❑FFFFflmEM❑mrM 1111❑11Tm 1111❑m❑11m 11❑1111TI1ID ❑ ❑❑❑STI❑❑T] ❑❑F-MmID❑m❑FII❑❑®®[UI❑[ITIFTI❑ ❑❑»❑mom®❑❑❑m❑❑FI]❑ ❑❑❑❑❑FFFFI❑ ❑m❑®=0TI❑ H [1111 ❑❑EHm❑EHUFm❑ ❑ ❑❑❑❑❑U❑FIM❑❑T7FUNUFTIM [I❑]m❑ ❑❑W" ❑❑®❑❑DFF17FFF ❑❑❑D❑❑D❑❑FFTMm ❑ ❑ ==Fl ❑®❑mm ®mIDF-FT❑❑®❑ ❑❑❑mID❑m ®®❑ mFFM❑m11❑MT-111EM❑❑m1111mm❑11❑1HImm❑ ❑FIMLIF ]❑ ❑ID❑FTHI❑ULF] Hm ❑ 1111 EUI❑MU❑ 1111 E11❑EL1❑1111ED ILTI❑ELI❑❑FFF❑ IE ❑❑1ID❑mom❑❑❑ID❑❑1IFEHILII ❑m❑❑ ❑❑=❑❑❑7IF11❑ID❑❑®❑ ® ❑ FFM ■1111■■■mill ■■ mill mill ■■1111■1111■■■■■1111■MINION ■ IMMUNE ■1111■MEN ■■1111■■1111■■■I■■111111■I■1111111■■1■111■ ■■■■111■■111■■■ 0000III■111■■■■■■■111■111111111111■111111■■■■■11111■■111■111■■■ ■■111111■111111111■■111111■■■■■111■■ ■■111■■■■111111111■ m■nimnin ■■■mm■■mmmiin■mm■■m■■mm■ ■■■■nim ■■■m■■m ■■■m■m■m ■■■m ■mm■nn�■■m■■■■ 1 Illnl■■111111■■11111 on ■■■111111IIIIIIIIIII■■■■111■nl■■1111111■111111■■111111■m ■■111■■■111■111■nlll■111■■■mnl■■1 ■111■■1■E 0000■■11111■■■■■■1111■111■1111■■IIIIIIII111IIII■I■■■■III1■1111■■1111■111■■■■I■1111111■III■■11111111■■■■111■■ ■■111■I■ ■III■■■ 1111111 111■■11111■1111■■■■111111■I■1111111■■■■1111 ■■�■■�■■�11■■■1111■I■■■IIIIIIIII■I■ ■111111111■■1111■■11111■1111111■■■I■■■■■■■ ■■■�■�■■�■ m■■■ ■ ■■■■■ninm■m■■ ■mm■m■■■nin■ni■mmm■■■m■■ ■■ni■■■m■■■m■■■m■■m■m gym❑ ❑ ❑❑❑❑❑FM❑FM7❑T1 ❑❑❑>ID❑❑7M❑7nm❑mom❑❑FM❑❑FII®❑FTIFM ❑❑❑❑® ❑❑❑TTI❑❑❑ ❑ ❑❑❑[Hll] ❑❑❑[[[1FTM❑[[[1❑m❑FHFU ❑MMFM=m❑T®® ❑�1m❑��❑m❑�❑�❑�� mCm❑HT❑mFTIF7FTI❑❑❑®❑M❑gym❑7M❑®❑fl❑mom®❑❑❑❑ffU[I❑TF❑M®❑ID❑❑FM® ❑❑T®❑PT] ❑ ❑❑M❑mIDFrM❑mEL❑❑❑M-V❑ID❑mom❑mmID❑❑IDI[IIEUFM❑❑1»❑ID❑m❑m111111 11111❑ID ❑mm❑mELm 11fl❑ID❑❑EU❑rM1I1EE1❑®1D❑FWEU❑❑❑1111❑FM❑EU=[I❑ID® ❑mom❑1IDMTF] ❑❑FIF❑❑FfM®❑=1111 [T[I❑®® ❑=[1❑❑FFFFTmID❑mm 0 u n 000®oEIDoED®o®®o® oo®o oo® o® ®®o®o®0000® 000®oo®000®o® 000® ®®®o® ®®® 0 00® ❑0000® ®oo®® ®o®o®o®0000 ... ■ 1111111111 ■■■11111111111111■■■1111milli Ellin ■1111111111111■oil III ■■111111■■III■■11111111 ■■ 111■Olson NINE Ellin 1111111111 moll 0 111111■■111■1 ■ ■■■111111111■■111■■ 11111111■111■111■ ■ mono■111■■■■■111■111111■111111■■■ ■III■■■ ■■■■11111■111111■■■■■■■11111111■■■111 ■■111111■m■■11111111■■■i■■■■1111111■III■■11111111■111■111111111■111111■�■■■111■11111■ on ■■■111111111■■l■■1111111■�■111111■■111 III ■111■■■■■■111■111■■111■■ ■■■■111■111■■■111■■■1111111■■■■■■ MEN ■■ Emilio ■111111■111■■■11111■111111111■11111■111111■1 111■■■ ■ ■■■■1111■■11111111111111111■■1111111 ■11111111111■111■■111■■■■1111111111111 ■■111111■11111■■111111 11111■1111111■111111■■111■11111 111■11111111111111■1111111■■■1111■1111111111■11111■■■ ■ ■■■■1111■■111■■■1111111 ■111■■11111■1111■■IIIIIIIII■111111111111111111111111■11111111111 11011®11®11®®11®®11®11117FF] =11®®®®® ❑®®❑�®❑®®❑® 0 0 ® 0® E[O0LE0FFITI0® 000[IFMM 1111® 000®] 000mam LIL [M ®® 111111 0 00®1111❑❑❑®®1111®❑ ®❑®❑❑�00�❑❑❑❑ FIELD DATA FORMS Active Public Crossings Bennett Road, Mile 289.08, CN Kingston Subdivision, Corporation of Municipality of Clarington, Ontario NOTE: The safety assessment of this grade crossing covers physical features which may affect road and rail user safety, and identifies potential safety hazards. However, the auditors point out that no guarantee is made that every deficiency has been identified. Further, if all of the recommendations in this assessment were to be addressed, this would not confirm that the crossing �iHmwEi I❑[❑❑❑❑=❑Q❑E11❑HF❑❑ ❑ H❑❑❑FFm❑=i=a= ❑❑L:-EiiHi :HaE FmiH=mm=F0m Active Public Crossings KI M289.08 -I meet i t raae t-rossing jatety Assessment ACUVe Date of Assessment: 21/11/2017, 18/01/2018 Assessment Team Members & Affiliations: Ian De Vera, Evgeniy Orlov, Jared Chernoff, WSP Reason for Assessment: periodic assessment significant change in infrastructure significant change in road or rail volumes X cessation of whistling _ significant change in train operations _ significant change in road or rail speeds change in vehicle types 2+ fatal collisions in 5yr. period other collision experience (see below) Railway Company: Canadian National Railway Road Authority: Corporation of Municipality of Railway: I CN Subdivision: Kingston Type of Grade Crossing: Track Type: Mile: 289.08 Spur: FLBG Mainline Collision History (5 -year period): Property Damage Collisions: + Personal Injury Collisions: + Fatal Injury Collisions: = Total Collisions in the last 5 year period: Details of Collisions: Number of Persons Injured: Number of Persons Killed: Active Public Crossings KI M289.08 - 3 Clarington Crossing Location: Bennett Road Road Name / Number: Bennett Road Municipality: Corporation of Municipality of Province: Ontario Clarington Location Reference: Location Number: Road Classification: Rural Local Undivided Railway: I CN Subdivision: Kingston Type of Grade Crossing: Track Type: Mile: 289.08 Spur: FLBG Mainline Collision History (5 -year period): Property Damage Collisions: + Personal Injury Collisions: + Fatal Injury Collisions: = Total Collisions in the last 5 year period: Details of Collisions: Number of Persons Injured: Number of Persons Killed: Active Public Crossings KI M289.08 - 3 SCENE PHOTOGRAPHS IWO Active Public Crossings KI M289.08 - 4 ■■■mmm ■■■■m■■m■■■nim■■m■m■m■■ ❑❑❑® ❑M❑E[O®❑®®❑® ❑❑®❑®® ®®❑®❑®®EH®® ❑®®❑® ®❑m ❑ ®®❑® ❑®® ❑❑❑❑® ❑❑❑® ®o ❑❑❑®❑® ❑ ❑ 0 0❑® ❑❑❑❑❑® ®❑❑ EF ®❑®❑❑❑®❑❑❑❑ 11 APA VMS plr�' ■■■mm■n ■■■mmm ■■■m■■■ni■■■■m■nnn� ❑❑❑® ❑M❑E[O®❑®®❑® ❑❑®❑®® ®®❑®❑®®EH®® ❑®®❑® ®❑m ❑ ®®❑® ❑®® ❑❑❑❑® ❑❑❑® ®❑ ❑❑❑®❑® ❑ ❑ 0 0❑® ❑❑❑❑❑® ®❑❑ EF ®❑®❑❑❑®❑❑❑❑ 11 i■uwn■n■ ■■■■ ❑❑❑® ❑M❑E[O®❑®®❑® ❑❑®❑®® ®®®®❑®®EH®® ❑®®❑® ®❑m ❑ ®®o® ❑®® ❑❑❑❑® ❑❑❑® ®o ❑❑❑®❑® ❑ ❑ ❑ ❑ 11 ❑ ®❑ 11 ®®❑ 11 ❑ ❑ [ICE ❑❑❑❑❑ E ®❑❑®❑❑❑®❑❑❑❑ r WA ■■■111111■111 NONE NONE al■11111111■111111111111■111111111 ■■■111111■111 ■��111111■11111■■11111■■11111111■■111■■111■■■1111■■111■111■■11111111111111■11111111■111111111111111111 ❑D❑® DFEDFE®DFE®DFE DD®D®® ®®®®D®®EH®® D®®DFE ®Dm ❑ [11=171 FIFE® 00007M 000® FEO 000FE❑® 0 ❑ 0 ❑ ❑ 1111111 0 11111111 ❑ ❑ ❑ ❑ FE 0❑❑❑FIFE ®❑0®000®0000 T'. ��. . 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WBE PUPA EO ■■■mm■m ■m■nan■nin■nnm■nin■m■■mnn�■■m ■m■■■mnn■■■nn�■■m■nnmm ■■mmmm■■m■nu�■m■■m■ ■ ■■mm■m ■ ■nmm■■■m■■m■■■nu�m■■m■mnin ■ ■main■■■ ninnma■■m■■■■mnin■■■ mni■� nm■■■■ ■■m ■ ■nun■■mmm■ninm■■■nu� ❑❑❑® ❑FE❑FEm❑FE®❑FE ❑❑LULI LLU LIU ® LIFE®m®o®®om ❑ ®®FIFE 11®®❑❑❑❑®11011® FE❑ 11011FE❑® ❑ 11 ❑ ❑ ❑ 1111111 ❑ ®®m ❑ ❑ ❑ ❑ FE 11❑❑❑FIFE ®❑o III o00®0011❑ ■❑ ❑❑❑EIDIM❑EU ❑ ❑EID❑®❑lflM ❑®❑FTIM[FI®m❑❑]_ TF❑❑ ❑II❑IIIH❑❑ u u FMS- 1 u u u u 1 u o i ■ ■■mm■m m ■m m■■m■ninm m■■nnn■m■m■■m■■mm■■■m■■m■■■m ❑❑❑®❑M❑E[O®❑®®❑® ❑❑®❑®®®®❑®❑®®EH®® ❑®® ❑®®❑m ❑ ®®❑® ❑®® ❑❑❑❑® ❑❑❑® ®❑ ❑❑❑®❑® ❑ ❑ 0 0❑® ❑❑❑❑❑® ®❑❑ EF ®❑ III ❑❑❑®❑1111❑ 11 ■um■■n■■ ■■■■nm■■n III Ills ■■■nn■mnnm■n■■m■nnm■MEN ■mmn nn■■m■■nnn■■■■nimn ■■nmm■■■m■■m■■■m r- ■ ■■■■ nmm■m■■■■■ ❑❑❑®❑UD❑E[Om❑®®❑®❑❑®❑®®LLU LIU ® ❑LLLLLU ®om ❑ ®®11®11®®❑❑❑❑®11011® ®❑ 11011®❑® ❑ 11 ❑ ❑ ❑ 1111111 ❑ ®®m ❑ ❑ ❑ ❑ ®11011011® ®❑11®11011®110110 Sheet 2 SCENE SKETCH Active Crossings NOTE: All references to direction in this safety review are keyed to this diagram. Active Public Crossings KI M289.08 - 5 m 1 � L - w r,CN Kingston Subdivisioh approach Sheet 3 GENERAL INFORMATION Source Item Reference Rail Maximum Railway Operating Speed, VT = 100 mph = 161 km/h Rail Daily Train Volume Freight trains/day: 12 Passenger trains/day: 32 Rail Switching during dayime? Switching during nighttime? Road Average Annual Daily Traffic, AADT = 24 % pd Year of Count: Road High seasonal fluctuation in volumes? Not Observed Road Pedestrian Volume = N.M. pedestrians/day Road Cyclist Volume = N.M. cyclists/day Road T Is crossing on a School Bus Route? Not Observed Road T Do Dangerous Goods Trucks use this roadway? Not Observed Road T Regular use of crossing by persons with Assistive Devices? Not Observed Road T Other special road users? Type: N/A Daily Volume: N/A Road lForecasted AADT = N/A Forecast Year: N/A Road T Road Crossing Design Speed = 50 km/h Observe Surrounding Land Use: Residential, Agricultural Urban/rural? Rural Observe Any schools, retirement homes, etc. nearby? N/A Notes: T indicates information should be confirmed by field observation 1. Road Authority should provide plans if available. 2. Forecast AADT until next assessment if significant developments are expected or if a planned bypass may reduce volumes. Active Public Crossings KI M289.08 - 7 GCS Section 10 r=fyure 10-1 - Gfearanca DfstanCe (09J ror crarfe crassingS Figure 10-2 Assumed Acceleration Curves (a} For Grade Crossings AM a Warning System or Railway Crossing Sign 21 0.9 1.0 1.1 1.3 Seigle Unit Truck & Buses 0.8 0.9 1.0 1.1 1.3 20 0.9 1.0 12 1.7 claxa:we Paine t kis -- -------------- z.a 18 77 susot v aqn 1B --�ommeni Is ].p.nae 14 13 € 12 (hj For Grade Cross Ings w[tho ut a Warning System or Railway Crossing Sl Un Q 11 _Cfe.ranc_. io 8 e 5.0 rh tte.414 A, S,Dm(16.4Rl 7 Departure �[l.parg9. 6 Pant ... Pnw•e 5 4 10 15 20 25 30 35 40 45 50 55 50 65 70 75 80 85 90 95 100 a - dlsw oa Imaged during accoMrsuan (m) Source- Geon—, D—ga Gnide for C—adi— Roads. puhkshcd by the Transportation Association of Canada and dated September 1999 fame 1V-1 HaU08 OF RCCBf&MMI1 !!toes On G78UBS 17eafgn yahkk -4 Road Uredo (961 1 -2 0 42 4a Passenger Car 0.7 0.9 1.0 1.1 1.3 Seigle Unit Truck & Buses 0.8 0.9 1.0 1.1 1.3 Tractor -Se 1—ler 0.8 0.9 1.0 12 1.7 Source. Geowelnr Design Guide for Canadian Roads. publisired by the Transpmiatiom Association of Canada and dated September 1999 Active Public Crossings KI M289.08 - 8 Sheet 4 DESIGN CONSIDERATIONS GCS Section 10 Source Item Reference Design Vehicle Rail Type: Heavy Single -Unit Trucks Sect. 10.3.1 look -up Length, L = 11.5 m Sect. 10.3.1 look -up Stopping Sight Distance, SSD = 110 m Sect. 7.5 measure Clearance Distance, cd = 15.5 m Fig. 10-1 calculate Vehicle Travel Distance, S = L + cd = 27 m Sect. 10.2.1 calculate Vehicle Departure Time, TD = J + T = 13.1 sec Sect. 10.3.2 look -up J = 2 sec = driver's reaction time Sect. 10.3.2 calculate T = (t x G) = 11.1 sec = the time for the design vehicle to travel through S look -up t = 8.5 sec = the time for the design vehicle to accelerate through S GDG Fig. 2.3.3.3 look -up G = 1.30 = ratio of acceleration time on grade/grade adjustment factor GDG T2.3.3.2 Road Grade Effect: Road maximum approach grade within S = 4 % observe Do field acceleration times exceed TD? N/A Pedestrian, Cyclist & Assistive Devices Departure Time, Tp = cd/Vp calculate Tp = 12.7 sec look -up VP = 1.22 m/s (maximum 1.22 m/s) Active Public Crossings KI M289.08 - 9 GCS Section 11 Figure it -I - Restrictions an the Proximity ofInters ections acrd Entranceways to Public Grade Crossings Property Access, (does not inoWde railway "MOR roads) Road T - Intersection or Through Road Edge of _ travelled way Road Q i Active Public Crossings KI M289.08 - 10 Sheet 5 LOCATION OF GRADE CROSSING GCS Section 11 Source I Item Reference "D" should not be less than 30m for either approach if train speed exceeds 15 mph. measure "D" = N/A m on N approach = 14 m on S approach Fig. 11-1 Are there pedestrian crossings on either road approach that could cause vehicles to queue back observe Ito the tracks? No Is "D" insufficient such that road vehicles might queue onto the tracks? No observe Is "D" insufficient such that road vehicles turning from a side street might not see warning devices for the crossing? No Comments Following Site Visit: North Road Approach -no property accesses/intersections within 30m. Property accesses on the South Road Approach within 30m of the crossing: -5m (east side; railway service road) -14m (east side, property access) -24m (east side, Waterfront Trail ) Active Public Crossings KI M289.08 - 11 GCS Section 5 Figure 5-7 - C'm a Gresulmg SIh7e Ofrltensions (a) Road, including a path or trad of Edge of shoulder Edge va Vallae' d way End Of ralMray Sias 0.5 m or mare beyond gavelled —la— where rr ro shoulder 0 5 m or more 1 Croa4fng surface beyond shoulder where t there is One I Width Railway Wammg Crossing signal sign m dO (b) Sidewalk, path, or trail along a road 1- Sidewalk, path, Or "if _ 4. Sidewalk, path, or trail i . 2- 0 5 m or more beyond Sidewalk; Ak `. — 5- 0.5 m or more beyond or beyond should or where ` - .- sidewalk there is one 3 -Crossing suFfac'" may be separate only where the space =hem I I is 1 0 m or more: otherwise crossing surface must be rnntinurxis Figure 3-T - Grossmv surTaae Rf CROSSING SlIRF6CE wIOTn .�......_ �_: I •. I .L { _ TRAY£LLEO WAY wIOTH '�f1 `■ (Na SHOLILnER Sl +\r ` 0.6 m I+s Inl End el Tse rAble b -I -- Gr101e GrtpSslrtg StlrreCe - GMSs Seeman a1 Flsttgeway: Width MinYnum Gri mm Maximum Tor: Public sidewalks, paths or (rads designated by the road authority for use by persons using assis}ive devices 75.. Put other grade rsossmgs 1211 mm Depth: Minimum 50.. Maximum Tar: Public sidewalks, paths and trails designated by Iho road II 111�1�1��II�f�llllll�� authority for use by persons using assistive devices 75 mm All other grade rrossmgs No lima (bf Fuld side gap A Space is perm ieed an the —ter side of the it at rural locations, except for public sidewalks, paths or trails designated by the road authorety far use by persons using asSmiue de Vices M.— -dth 120 mm Maximum depth No limit (p) Elevatton of the top of die rail with respect to the are vsing surface The lop all the crossing surface must be irhstalled as close as possible to the top of the rail wAhm the year limits below. Wear limits: Public sidewalk, path or hail desagnated by the ..it authority fir use by persorc —mg assistive devices Maximum distance of the tap of the rail above crossing 13 mm surface a1 Flsttgeway: Width MinYnum Gri mm Maximum Tor: Public sidewalks, paths or (rads designated by the road authority for use by persons using assis}ive devices 75.. Put other grade rsossmgs 1211 mm Depth: Minimum 50.. Maximum Tar: Public sidewalks, paths and trails designated by Iho road authority for use by persons using assistive devices 75 mm All other grade rrossmgs No lima (bf Fuld side gap A Space is perm ieed an the —ter side of the it at rural locations, except for public sidewalks, paths or trails designated by the road authorety far use by persons using asSmiue de Vices M.— -dth 120 mm Maximum depth No limit (p) Elevatton of the top of die rail with respect to the are vsing surface The lop all the crossing surface must be irhstalled as close as possible to the top of the rail wAhm the year limits below. Wear limits: Public sidewalk, path or hail desagnated by the ..it authority fir use by persorc —mg assistive devices Maximum distance of the tap of the rail above crossing 13 mm surface Maxrmun distance of the top of the rad below crossing 7.. surFace All other public grade crossings; the maximum distance of the top of the rad above or below the crossing surface 25 mm Prwale grade crossings; the maximum distance of the lop of the rail 50 mm above or below the crossing surface Active Public Crossings KI M289.08 - 12 Sheet 6 GRADE CROSSING SURFACE GCS Section 3, 5 Source Item Reference Is the crossing smooth enough to allow road vehicles, pedestrians, cyclists and other road users observe Sect. 5.1 to cross at their normal speed without consequence? Comment below. No observe Grade Crossing Surface Material: ff-wooden Planks Approach Road Surface Type: Asphalt observe Approach Road Surface Condition: Poor Roadway Illumination? Road Crossing Surface Width = 12.4 in Centre Lane/Median Width = N/A m Travelled Way Width = 3.3 1 m on W side = Min on E side Paved Shoulder Width = 0 m on W side = Min on E side Fig. 3-1 measure Surface Extension beyond Travel Lanes/Shoulder Fig. 5-1 = 2.9 m on W side = 2.994 in on E side Distance between Travel Lane/Shoulder and Sidewalk/Path/Trail = N/A in on W side = N/A in on E side Sidewalk/Path/Trail Width = N/A I in on W side = in on E side Surface Extension beyond Sidewalk/Path/Trail = m on W side =lbillillillill411111111111 m on E side Cross -Section: Rail Flangeway width = Notes mm (min. = 65 mm; max. = 75 mm' or 120 nun) Table 5-1 Rail Flangeway depth = Notes mm (min. = 50 mm; max. = 75 mmi or no limit) Table 5-1 Rail Field Side Gap width = Notes mm (max. = 120 mm or 0 mmi) Table 5-1 Rail Field Side Gap depth = Notes mm (max. = no limit or 0 mm') Table 5-1 Rail Elevation of Top Rail above road surface = Notes mm (max. = 13 min or 25 mm) Table 5-1 Rail I Elevation of Top Rail below road surface = Notes mm (min. _ -7 mm' or -25 mm) Table 5-1 1. Public sidewalks, paths or trails designated by the road authority for use of persons using assistive devices Comments Following Site Visit: -Crossing appears to be very bumpy and appears to be within superelevated area. Rail is raised above crossing planks due to superelevation. The condition of both road approaches is poor within 125m of the crossing. Road approaches are unpaved. There are also potholes and loose gravel on both road approaches. Poor paving within crossing is noted. Please see the following page for notes regarding Flangeway width, flageway depth and fieldside gap width. Active Public Crossings KI M289.08 - 13 Active Public Crossings KI M289.08 - 14 Sheet 7 ROAD GEOMETRY GCS Section 6 Source Item Reference Are the horizontal and vertical alignments smooth and continuous throughout SSD? observe I I Sect. 6.1 N Approach No S Approach No Are the road lanes and shoulders at least the same width on the crossing as on the road approaches? observe Sect. 6.4 N Approach Yes S Approach Yes Grades: Road Approach Grades measure Within 8m % on N approach -0.8 1 % on S approach (max. = 2%) Sect. 6.3 Between 8m to 18m P400 % on N approach -2.0 % on S approach (max. = 5%) look -up Road Classification Rural Local Undivided Sect. 6.2 calculate Allowable difference between roadway gradient and railway cross -slope = 2 % GDG T-2.3-13.1 Road approach gradient at crossing: -3.6 % on N approach -0.8 % on S approach Sect. 6.2 measure 1 1 o Railway Cross Slope: tes k /o GDG T-2.3-13.1 Is the difference between the road approach gradient and the railway cross slope, or the railway gradient and the road approach cross slope, in accordance with the design standards of the Geometric Sect. 6.2 observe Design Guide (Table 2.3.13.1)? GDG T-2.3-13.1 N Approach Not Observed S Approach Not Observed Are rail tracks super elevated? Rail N Approach Yes S Approach Grade Crossing Angle 7_111111111111° Road Sect. 6.5 (70° min and 110° max without warning system; 30° min and 150° max with warning system) observe Condition of Road Approaches: anything that might affect stopping or acceleration. Comment. Is there any evidence that "low -bed" trucks have difficulty negotiating the crossing? observe i.e. might they bottom -out or get stuck? Not Observed Comments Following Site Visit: Vertical alignments from the north road approach through the crossing along the south road approach are not smooth and continuous. Paving/crossing surface at crossing provides for bumpy transition. Railway Cross Slope: North Track: 4.8%; South Track: 6.0% Allowable difference between the road approach gradient and the railway cross -slope is not in accordance with 6.2 of the GCS: North Road Approach: difference = 8.2% (allowable difference 2% for roadway classified as Rural Local Undivided). Gradient of the north road approach within 8m of the nearest rail is 3.6% which exceeds the GCS limit of 2%. Active Public Crossings KI M289.08 - 15 GCS Section 7 Figure 7-1 - Minimum Sightlines - Grade Crossings ;a) Sightlines for Users Stopped at a Grade Crossing {applicable to all quadrants}_ ❑ Slopped S MClear igNine Area ........-------------- (16-4 .-.__._.,_. (b) Sighilines for Users Approaching a Grade Crossing (applicable to all quadrants)- SSE! .4 #k) Clear SIgthvtne Area Active Public Crossings KI M289.08 - 16 Sheet 8 SIGHTLINES GCS Section 7, 10 Driver Eye Height = 1.05m passenger vehicles, pedestrians, cyclists & assistive devices = 1.80m buses & single -unit trucks = 2.1Om large trucks & tractor -trailers Target Height = 1.20m above rails Warning: some formulae are based on Imperial units while others are Metric Source I Item Reference look -up Type of Grade Crossing: FLBG Are gates present? Yes GCR Sect. 22 look -up Is the crossing exempted from sightline requirements? Yes look -up SSD minimum = 110 m measure SSD actual: N Approach 110 m S Approach 110 m Sect. 7.2 For Users Stopped at a Grade Crossing (See Fig 7-1(a)) DSTOPPED = 1.47VT x TSTOPPED where VT = railway design speed in mph (Sheet 4) and TSTOPPEo = departure times Tp or TP (Sheet 4) look -up Is crossing exempted from DSTOPPED requirements? Yes look -up Design Vehicle Departure Time (To) = 13.1 sec (from sheet 4) Sect. 7.2 look -up Pedestrian, Cyclist & Assistive Device Departure Time (TP) = 12.7 sec (from sheet 4) Fig. 7-1 calculate DsTOPPED_o minimum = 1924 ft = 587 m calculate DSTOPPED-P minimum = 1868 ft = 569 m measure DSTOPPED actual N Approach 103 m to driver's left 118 m to driver's right measure IS Approach N/A m to driver's left N/A m to driver's right observe lAre there any obstacles within the sight triangles that affect visibility? Comment. No Comments Following Site Visit: Crossing is equipped with flashing lights, bells and gates and is exempt from DSSD and DSTOPPED sightline requirements. Actual DSTOPPED on the north road approach to the driver's right is 117.5m, restricted due to railway curve on east rail approach. Actual DSTOPPED on the north road approach to the driver's left is 103m, restricted due to railway curve on west rail approach. Actual SSD is greater than 110m. Visibility of the front light units on both road appraoches is clear. Active Public Crossings KI M289.08 - 17 GCS Section 8 Figure 8-1 - Rahway Crossing Sign and Number of Tracks Sign [a) RAILWAY CR6351MG 91GH X45. - � Hamm r TtW aur 7?a7 mri � eiomm _ E+Ormmm � fia mm ZOa mm f � � 7aa ann xmm s�omn �aomm eiaa.a �� Ib1 Ml1x�ER or Trwra(g :tlGr'+ Raa mmnv.rti.n {esiaieai - r Z b 1$.6� uw- 2�B mm iwmiedi T Za nYn � � T i 71 mm 2aQ mm r ]6 mm Figure 8-2 - Retrorenective Stripes on the Sack of the Railway Crossing Sign and on the Sign Supporting Post (public grade crossings without a grade crossing warning system) Figure 8-3 - LoCafnDn of Railway Crossing Signs and Number or Tracks Signs (public Figure 8-4 - Stop Signs grade crossings without warning systems) al 0.5 m 0000 3 m ml�imum .. �: _aQ •�T .� ri 5idawaik IIf 1 � � paryL or trey I 111 � 3.6 m MULTILAWONE-WAY OR OIYCIEO Row b1 Ufban: Rural: 1 1 1.8m 1.5m �l minimum minimum r � � Sm Alm minorum V ANME ORFAm;R TK" 9g' IWOIE Ga' OR LE55 Cf Railway C.—g sign ❑sm ' Number of Trecka sign 1.5 n m 2.5 M t "" SeLQ!'"a RgIL6 30 m maximum (except tot 1.2 m Slap signs - 3.5 m maximum) -- Crvwn of Rvsd- Active Public Crossings KI M289.08 - 18 Sheet 9 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source Item Reference Railway Crossing Sign Number of Tracks Sign Sect. 8.1 MUTCDC A2.2.7 Are signs present? observe Sect. 4.1.2 N Approach S Approach Yes N Approach Yes Are signs as shown in Figure 8-1(a)? Yes observe IN Fig. 8-1 Approach S Approach Yes Comments Following Site Visit: Source Item Reference Number of Tracks Sign Are signs present? observe Sect 4.1.2 N Approach Yes S Approach Yes Are signs required? look -up Sect 4.1.2 N Approach Yes S Approach Yes Are signs as shown in Figure 8-1(b)? observe Fig. 8-1 N Approach Yes S Approach Yes Are signs installed on the supporting post of each railway crossing sign as shown in Figure 8-3(c)? observe I Fig. 8-3 N Approach Yes S Approach Yes Comments Following Site Visit: Active Public Crossings KI M289.08 - 19 GCS Section 8 RAILWAY CROSSING OF ROAD} ANO BICYCLE LANE Stroke Width of "V to be 9iDQmmw54LOrrrr. FIGURE C1-6 a-6 5m A\ WA -'8R JANUARY H14 Active Public Crossings KI M289.08 - 20 Sheet 10 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source Item Reference Railway Crossing Ahead Sign (WA -18,19 & 20) Advisory Speed Tab Sign (WA -7S) Sect. 8.2 MUTCDC 3.4.2 Are signs present? Sect. 8.2 observe N Approach S Approach Are signs present? Are signs required? look -up observe GCR Sect. 66 N Approach No S Approach No Do signs have the appropriate orientation? S Approach observe MUTCDC Fig. C1-6 Are signs required? N Approach S Approach Distance to nearest rail: N Approach WMWM m S Approach m MUTCDC A3.1.4 Lateral Placement: S Approach measure N Approach ON m S Approach m MUTCDC A1.7.2 Are signs mounted on the same post as the Railway Crossing Ahead Sign? Height: observe N Approach IF 1.8 m S Approach Pr 2.2 m MUTCDC A1.7.2 Comments Following Site Visit: Sign post for the Railway Crossing Ahead Sign (WA -18) on the south road approach is not perpendicular to the road. Railway Crossing Ahead Sign on the north road approach does not meet the following MUTCDC recommendations: EET DJYe❑ F H 11 ❑ ❑ P E IRP E lRH1L1 FDUHVV LD193U N F K1FU FHiGVWM 8711 ' ❑ Uf RP P H GHG Op OW - ❑ P Eu Railway Crossing Ahead Sign on the south road approach does not meet the following MUTCDC recommendations: _J DWRD03 mF HP IFUVIIIIEUP d UtP dWC11W HIM[WWWOIG 111 D❑FW 1Q1FHD3RFMID R1l P H1 M W O 8711' ❑ L F RP P H_ GHG_ minimum limit of 2.Om Source I Item Reference Advisory Speed Tab Sign (WA -7S) Sect. 8.2 MUTCDC 3.2.5 Are signs present? observe N Approach No S Approach No Are signs required? look -up GCR Sect. 66 N Approach No S Approach No Are signs mounted on the same post as the Railway Crossing Ahead Sign? observe MUTCDC A3.2.5 N Approach N/A S Approach N/A Posted speed limit? observe I N Approach N/A S Approach N/A Comments Following Site Visit: Active Public Crossings KI M289.08 - 21 Sheet 11 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source I Item Reference Emergency Notification Sign Sect. 8.5 Are signs present? observe N Approach Yes S Approach Yes Are signs required? look -up GCR Sect. 63 N Approach Yes S Approach Yes Are signs oriented to face traffic approaching the grade crossing or parallel to the road? observe Sect. 8.5 N Approach Yes S Approach Yes Are signs legible to road vehicles? observe Sect. 8.5 N Approach Yes S Approach Yes What is the condition of the sign? observe N Approach Good S Approach Good Comments Following Site Visit: Emergency Notification Sign is installed on the warning system housing unit in the southwest quadrant, parallel to the roadway. Due to the location of the sign, the sign may not be visible to road users. Emergency notification signs also placed on both signal masts within view of drivers stopped at crossing which meets GCS requirements. Source I Item Reference Pavement Markings observe Are pavement markings consistent with those from the MUTCDC Manual? No MUTCDC Fig. Cl -6 observe Are there directional dividing lines for at least 30 m on both road approaches? No MUTCDC C2.1 observe Are there lines to delineate sidewalks, paths and trails? N/A Comments Following Site Visit: No sidewalk on either road approach. No pavement markings noted on either road approach. General Comments Regarding Signs & Pavement Markings: Please see the following page for comments regarding the additional signs noted during the site visit on November 14, 2017. Active Public Crossings KI M289.08 - 23 Additional signs installed in proximity to crossing: o North Road Approach 0 "Stop Before Crossing" sign: Height: 2.Om ; Offset: 3.7m; Location: 30m 0 "Dismount before crossing" sign: Height: 3.1; Offset 3.7m; Location: 30m 0 'Report if Blocked"... sign: Height: 1.45m; Offset: 3.7m; Location: 30m 0 WA -22 Sign: Height: 1.5m; Offset: 3.8m; Location: 166m o South Road Approach 0 "Stop Before Crossing" sign: Height: 1.0m ; Offset: 1.9m; Location: 32m 0 'Report if Blocked"... sign: Height: 1.0m; Offset: 2.4m; Location: 59m* Sign is leaning 0 "Be Prepared to Stop" sign: Height: 1.2m; Offset: 1.8m; Location: 95.3m 0 WA -22 Sign: Height: 0.5m; Offset: 1.8m; Location: 95.3m GCS Section 9 Figure 9-1 - Fr'oximity of Warning Systems to Stop Signs and Traffic Signals (.a) Intefsection with Ston, !gi) Stop position of lead vehicle T - Intersection r i crossroad (b) Intersection with Traffic Signal ntersection or rossfoad Active Public Crossings KI M289.08 - 24 Sheet 12 GRADE CROSSING WARNING SYSTEM WARRANTS GCS Section 9 Source Item Reference Warrants for a Warning System Without Gates Sect. 9.1 If any of A through E below are met, then a warning system without gates is required A. AADT = 24 vpd Daily Train Movements = 44.00 trains per day look -up Cross -Product = 1,056 (2,000 min.) Sect. 9.1.a Warranted? No B. Is there a sidewalk, path or trail? No look -up Railway Design Speed = 100 mph Sect. 9.l.b,c Warranted? Yes C. Are there two or more lines of railway where trains may pass each other? Yes Rail Is the railway design speed > 15 mph? Yes Sect. 9.l.d.i Warranted? Yes D. Is D < 30 m to a Stop Sign at an intersection? No look -up Is the railway design speed > 15 mph? Yes Sect. 9.1.d.ii Warranted? No E. Is D < 60 m to a signalized intersection? No look -up Is the railway design speed > 15 mph? Yes Sect. 9.l.d.iii Warranted? No Warrants for a Warning System With Gates Sect. 9.2 If a warning system is warranted, and any of F through J are met, then gates are also required F. Cross -Product = 1,056 (50,000 min.) look -up Sect. 9.2. l .a Warranted? No G. Are there two or more lines of railway where trains may pass each other? Yes Rail Sect. 9.2. l .b Warranted? Yes H. Is the railway design speed > 50 mph? Yes look -up - Sect. 9.2. l .c Warranted? Yes L Is D < 30 m to a Stop Sign at an intersection? No look -up Sect. 9.2. l .d Warranted? No J. Is D < 60 m to a signalized intersection? No look -up Sect. 9.2.1.e Warranted? Comments Following Site Visit: Active Public Crossings KI M289.08 - 25 Sheet 13 GRADE CROSSING WARNING SYSTEMS GCS Section 12-16 Source Item Reference Warning Systems Clearance Distance from Railway AREMA C&S Manual observe Min. 3.66 m (12 ft) for signal mast or 3.05 m (10 ft) for end of gate arm; from centreline of track part 3.1.36 C.6. N Approach =m S Approach m Warning System Clearance Distance from Roadway measure Min. 625 mm from curb; or 1.875 m from travelled way and 625 mm from shoulder Sect. 12.1.a,b N Approach m S Approach In Distance between top of foundation and surrounding ground level (max. 100 mm (4 in)) measure N Approach 170 mm S Approach mm Sect. 12. l .c Is the slope of surrounding ground from foundation towards the travelled way less than 25% (4:1)? measure N Approach S Approach TBD Sect. 12. l .c Light units: N Approach Yes S Approach Yes observe Sect. 13, 14 Condition: Goo Bells: N Approach Yes S Approach Yes observe Sect. 15.1 Condition: Good Gates: N Approach Yes S Approach Yes observe Sect. 15.2 Condition: Good Cantilever Lights: N Approach No S Approach observe Sect. 13.3 Condition: observe If there is only one sidewalk, is a bell located on the adjacent assembly? N/A Sect. 15.1.2 Rail Design Approach Warning Time: W Approach 27 sec E Approach 27 sec Should be greatest of: look -up a) 20s, unless cd > 11 m, increase the 20s by one second for each additional 3 m 22 sec look -up b) TD 13 sec Sect. 16.1.1 look -up c) Tp 13 sec look -up d) TG + gate arm descent time + 5s 27 sec look -up e) Minimum warning time required for traffic signal pre-emption N/A sec look -up f) TSSD 10 sec Rail Actual Approach Warning Time: W Approach sec E Approach N.M sec Sect. 16.2 Comments Following Site Visit: TBD = To be Determined. 'Slope of ground from foundation towards the travelled way was unable to be determined due to snow conditions on ground. 'N.M = Not measured during site visit. C.N to provide information. Bell is present, however no sidewalk is present. The clearance distance from the edge of the travelled way is 1.3m for the south signal mast, which is less than the GCS limit of 1.875m for roadways without a curb. The distance between the top of the foundation and the surrounding ground surface exceeds the GCS maximum limit of 100mm for both signal masts. Active Public Crossings KI M289.08 - 27 GCS Section 12 Fig lire 72-7 - warn ing signal ASS"DNYa 7W - 1301.5 W -130F1 125n [5 b 7.9m1o79m Ed.. W Tr..e.edW. Gown F wed e.n (12 i,j _Ugm" Top m lounaetron 3.—.&V Rand k—A. Ftgwv vz-3— canorevn� i a a CAm13B�er Assembly Cleafance 52 m 07B) minimum 8.0 rn=fl)mawnum 0 0 ------------ Craws of road FigurO 73-7 -WaMM9 $rgnel pMWS l4OgUiring G&MMOVOMO f -790f UM"s Figura 73-2- siaawan(s, Perris and Trams (a) Twa-way Road (a) Two Way + Bn w D. ► 7 Wm�q Eq..i M.n I r g .s +r � a renes Peln � Tial P.v� e. rlr (8) Dne-Way or DIvlded Road (b) One -Way ■ i i 14.. , y I e.r.oiw s>rww Active Public Crossings KI M289.08 - 28 Sheet 14 FLASHING LIGHT UNITS GCS Section 13, 14 Source Item Reference Front and Back Lights for Vehicles observe Are signal assemblies as shown in Figure 12-1? Yes Sect. 12.1 measure Alignment Height: N Approach m S Approach m Fig. 12-1 Are primary light units visible for at least the minimum SSD? observe Sect. 14.3.1.a N Approach S Approach Are additional light units required to cover intermediate areas of the road approaches? observe Sect. 14.4.1 N Approach S Approach Are back light units visible by stopped vehicles at least 15 m? observe Sect. 14.5.1 N Approach WYes S Approach Yes Are lights installed exclusively for sidewalks, paths or trails visible for at least 30 m? observe Sect. 14.6.1 N Approach V N/A S Approach N/A Additional Lights for Sidewalks, Paths, Trails, etc. Distance from path centreline to signal mast (max 3.6m) calculate - N Approach N/A S Approach N/A Fig. 13-2 Are separate flashing light units required for pedestrians? look -up Sect. 13.4.1 N Approach No S Approach No Cantilever Light Units observe Are cantilevers as shown in Figure 12-3? N/ Sect. 12.1 measure Distance from nearest rail: N Approach N/A m S Approach N/A m measure Distance from travelled way: N Approach N/A m S Approach ■ N/A m measure Height: N Approach N/A m S Approach N/A m Fig 13-1 measure DR: N Approach N/A m S Approach ■ N/A m Fig. 13-1(a),(b) measure DL: N Approach N/A m S Approach N/A m Fig. 13-1(b) Are Cantilever lights required? look -up 0 - Sect. 13.3.1 N Approach S Approach No Comments Following Site Visit: Front light units are aligned to cover access roads on the south east quadrant. Active Public Crossings KI M289.08 - 29 GCS Section 12 Figure 12 2 — Gates Gate arra at rest not to intrude beyond dashed lines 7 -1 m to 1-4 m (3.5 to 4.5 ft 30 MM (26 in) maximum r i�• e` S I T w� �1 Active Public Crossings KI M289.08 - 30 Sheet 15 GATES FOR GRADE CROSSING WARNING SYSTEMS GCS Section 10, 12, 15 Source Item Reference observe Are gates as shown in Figure 12-2? TBD Sect. 12.1 Gate Arm Clearance Time for Vehicles TG = greater of TG,ssn or TG,sTor TG,ssD = Gate Arm Clearance Distance from SSD / Road Speed in m/s TG,ssD = (SSD + 2m + L) / 0.278V calculate TG,ssD = $•9 sec Sect. 10.4.1 TG,sTor = Gate Arm Clearance from Stop TG,sTOP = J + (tG x G) tG = 6.02 sec TG,sTor = _ sec TG =W sec measure Gate arm delay: N Approach]of sec S Approach N.M sec Sect. 15.2.3 Are strips on the gate arm 406 mm (16 in.) wide and aligned vertically? measure Sect. 12. l .d.i N Approach Yes S Approach Yes Distance between the end of the gate arm and the edge of the travelled way measure Sect. 12.Le .e N Approach I N.M m S Approach I N.M m measure Gate arm descent time: 12.7 sec Gate arm ascent time: 6 sec Sect. 15.2.2 Comments Following Site Visit: N.M = Not Meadured during site visit. C.N to provide information. Active Public Crossings KI M289.08 - 31 Sheet 16 PREPARE TO STOP AT RAILWAY CROSSING SIGN GCS Section 18 Source Item Reference Warrants for a Prepare to Stop at Railway Crossing Sign Sect. 18 If any of A through C below are met, then a Prepare to Stop at Railway Crossing sign is required MUTCDC A3.6.6 look -up A. Is the roadway classified as an expressway? GCR Sect. 67(a) B. Is at least one set of front lights on the warning system not clearly visible within the stopping observe GCR Sect. 67(b) sight distance of at least one of the lanes of the road approach? No C. Do weather conditions at the grade crossing repeatedly obscure the visibility of the warning observe GCR Sect. 67(c) system? No look -up Is a Prepare to Stop at Railway Crossing Sign required? No GCR Sect. 67 If any of D through E below are met, then a Prepare to Stop at Railway Crossing sign may be required look -up D. Is the speed limit of the travelled way greater than 90 km/h? No MUTCDC A3.6.6 observe E. Is the crossing at the bottom of a hill or downgrade of considerable length? Yes MUTCDC A3.6.6 Calculated Distance of Light Units (See Advance Warning Flashers: Guidelines for Application and Installation (TAC 2005)) D = (Vtp, / 3.6) + (Vz / [25.92 x (a + Gg)]) look -up V = 50 km/h (posted speed limit look -up tp, = 2 s (perception/reaction time) Advance Warning look -up a = 2.6 m/sZ (deceleration rate; typically 2.6m/s2) Flashers: Guidelines for Application and look -up GN = -4.0 m/100m (grade on approach) Installation (TAC 2005) look -up GS = -2.0 m/100m (grade on approach) look -up g = 9.81 m/sz (gravitational acceleration; 9.81m/s2) Recommended minimum Advance Warning Flasher Distance from Railway N Approach 71.5 to S Approach 67.9 m Actual Advance Warning Flasher Distance from Railway measure - N Approach ' N/A m S Approach N/A m Considering maximum prevailing speeds, geoemetry and traffic composition, check: Does the sign flash: a) in advance of the activation of light units of the warning system observe Sect. 18.1 b) during the time of operation of the light units of the warning system N Approach N/AI S Approach Does the advance activation time provide sufficient time for a vehicle to: a) clear the grade crossing before the arrival of railway equipment at the crossing surface (FLB) observe Sect. 18.2 b) clear the grade crossing before gate arms start to descend (FLBG) N Approach S Approach Comments Following Site Visit: Active Public Crossings KI M289.08 - 33 Sheet 17 INTERCONNECTION OF TRAFFIC SIGNALS GCS Section 19 Source Item Reference Warrants for an Interconnected Traffic Signal Sect. 19 look -up Is the railway design speed greater than 15 mph? Yes Is there less than 30m between the nearest rail of a grade crossing and the travelled way of an measure Sect. 19.1 intersection with traffic signals? No look -up 11s an Interconnected Traffic Signal required? No Road Are adjacent traffic signals interconnected with a grade crossing warning system? N/A Rail note: provide timing plan if interconnected Road Date of last pre-emption check? Field checks: Does interconnection provide adequate time to clear traffic from the grade crossing before the observe Sect. 19.3.a arrival of railway equipment? /A Does interconnection prohibit road traffic from moving from the street intersection towards the observe Sect. 19.3.b grade crossing N/A observe Are there known queuing issues at the tracks? N/A observe Are pedestrians accomodated during the pre-emption? N/A observe Have longer/slower vehicles been considered? N/A observe Are supplemental signs needed for motorists? N/A Comments Following Site Visit: Active Public Crossings KI M289.08 - 35 GCS Appendix D Table D-7 — Requirements for Warning Systems at Public Grade Crossings wirhin an Area Without Whistling Figure D -i — prescribed area for whis ding cessation as per artfcfe 2 3. 1 of the RSA JNeWrll 00Q 01 1111, 0161,002 a4Rf6111 Active Public Crossings KI M289.08 - 36 Column A Column B Railway Grade Crossings for Vehicle Use Grade Crossings For Sidewalks, Design Speed Paths, or Trails with the centreline no closer than 3.6 m (12 ft) to a warning signal for vehicles No. of Tracks fro. of Tracks 1 2 or more 1 2 or more Column ? Column 2 Column 3 Column 4 Column 5 1 — 25 km/h (15 mph) FLB FLS No warning No warning system system requirement requirements 25 — 81 km/h FLB FLS & G FLS FLB & G ( 16 — 50 mph) Dver 81 km/h (50 mph) FLS & G FLB & G FLB & G F7LB & G Legend: FLD is a warning system consisting of flashing fights and a bell_ FLB & G �s a warn;ng systern consisting of flashing loghts, a bell and gates Figure D -i — prescribed area for whis ding cessation as per artfcfe 2 3. 1 of the RSA JNeWrll 00Q 01 1111, 0161,002 a4Rf6111 Active Public Crossings KI M289.08 - 36 Sheet 18 WHISTLE CESSATION GCS Appendix D Source I Item Reference Is train whistling prohibited at this crossing? No Rail 24 hours per day? N/A Is there evidence of routine unauthorized access (trespassing) on the rail line in the area of the observe crossing? Comment below. No look -up What is the required type of warning system as per Table D-1? FLBG Appendix D observe Are the requirements of Table D-1 met? Yes Appendix D Comments Following Site Visit: No evidence of trespassing observed during the site visit on November 21 2017 Vehicular pathway is present along the SE ROW providing access for Railway Authority personnel. Pathway is easily accessible and unauthorized use of path may occur. Active Public Crossings KI M289.08 - 37 Additional Prompt Lists Human Factors ❑Control device visibility / background visual clutter []Driver workload through this area (i.e., are there numerous factors that simultaneously require the driver's attention, such as traffic lights, pedestrian activity, merging/entering traffic, commercial signing, etc.). []Driver expectancy of the environment (i.e., are the control measures in keeping with the design levels of the road system and adjacent environment). []Need for positive guidance. ❑Conflicts between road and railway signs and signals. Environmental Factors ❑Extreme weather conditions. ❑Lighting issues (night, dawn/dusk, tunnels, adjacent facilities, headlight or sunlight glare, etc.). [Landscaping or vegetation. ❑Integration with surrounding land uses (e.g., parked vehicles blocking sightlines, merging traffic lanes, etc.). All Road Users ❑Have needs of the following been met: - pedestrians (including strollers, baby carriages, and blind persons) - children - elderly - bicyclists - motorcyclists - over -sized trucks - buses - recreational vehicles - wheelchairs, scooters, walkers, etc. - rollerblades Comments Following Site Visit: Active Public Crossings KI M289.08 - 39 FIELD DATA FORMS Active Public Crossings Cobbledick Road, Mile 287.26, CN Kingston Subdivision, Corporation of Municipality of Clarington, Ontario NOTE: The safety assessment of this grade crossing covers physical features which may affect road and rail user safety, and identifies potential safety hazards. However, the auditors point out that no guarantee is made that every deficiency has been identified. Further, if all of the recommendations in this assessment were to be addressed, this would not confirm that the crossing �iHmwEi I❑[❑❑❑❑=❑Q❑E11❑HF❑❑ ❑ H❑❑❑FFm❑=i=a= ❑❑L:-EiiHi :HaE FmiH=mm=F0m Active Public Crossings KI M287.26 -I meet i t raae t-rossing jatety Assessment ACUVe Date of Assessment: 14/11/2017, 18/01/2018 Assessment Team Members & Affiliations: Ian De Vera, Evgeniy Orlov, Jared Chernoff; WSP Reason for Assessment: periodic assessment significant change in infrastructure significant change in road or rail volumes X cessation of whistling _ significant change in train operations _ significant change in road or rail speeds change in vehicle types 2+ fatal collisions in 5yr. period other collision experience (see below) Railway Company: Canadian National Railway Road Authority: Corporation of Municipality of Railway: I CN Subdivision: Kingston Type of Grade Crossing: Track Type: Mile: 287.26 Spur: FLBG Mainline Collision History (5 -year period): Property Damage Collisions: + Personal Injury Collisions: + Fatal Injury Collisions: = Total Collisions in the last 5 year period: Details of Collisions: Number of Persons Injured: Number of Persons Killed: Active Public Crossings KI M287.26 - 3 Clarington Crossing Location: Cobbledick Road Road Name / Number: Cobbledick Road Municipality: Corporation of Municipality of Province: Ontario Clarington Location Reference: Location Number: Road Classification: Rural Local Undivided Railway: I CN Subdivision: Kingston Type of Grade Crossing: Track Type: Mile: 287.26 Spur: FLBG Mainline Collision History (5 -year period): Property Damage Collisions: + Personal Injury Collisions: + Fatal Injury Collisions: = Total Collisions in the last 5 year period: Details of Collisions: Number of Persons Injured: Number of Persons Killed: Active Public Crossings KI M287.26 - 3 SCENE PHOTOGRAPHS IWO Active Public Crossings KI M287.26 - 4 AR Md gS'�i�r4�Y'rFwoi Cid'.. r jjpma��: PM _�� _: �� a �~ — __ ,� -��. --t.� _ ��` �-- ■■■111111111 NONE NONE ■■■111111■111 ■��111111■11111■■11111■1111111111■■111■■111■■■1111■■111■111■■11111111111111■11111111■11111111111111111111 ❑DD® DMD®D®®D® DD®D®® ®®❑®D®®EH®® D®®D® ®Dm ❑ Ml=[]El ❑®® ❑❑❑®0® ❑❑0® ®❑ ❑❑❑®❑® ❑ ❑ 0 00®❑❑❑❑0® ®❑❑ EF ®❑ III 00❑®0000 ❑ J 10101111111110 �;f , =��' �. pip-- I,- 0; �� .�:: -.. ��..,�.t 4i r• s. x ; . +s,.. •':..ire -•- � -- ��t�.... - Af i f s V .wti -in 3.— , kz z 11 ❑ ❑ ❑ ®®❑® ❑®® ❑1111®❑® ❑1111® ®❑ ❑1111®❑® 1111 ❑ ❑❑® ❑❑❑1111® ®1111®® ®❑ III 1111❑®11011❑ ❑ misill111111n1n Sheet 2 SCENE SKETCH Active Crossings NOTE: All references to direction in this safety review are keyed to this diagram. Active Public Crossings KI M287.26 - 5 - _ ' • -. -fid ` 7 • �t • •yam, G�^� _ - �i' �' •� ,y;.. •tial- �� •, � u. I j., r •� •�► �'�- � c '4: - �, ` �i •� Crossing Type Flashing Lights, • F - _ �• • II �; s Bells and Gates *,•'�.!" �, _ ' � • • - - - ' �_� II i ''1 �.h' ~ rl ! Ii�,�aaril � .+'- w � � . _ - • - y i i. • • . tt •"-^.v .�_..-...-_-.. -._�. _. -__t_z s- .� �- - `'�\ 1-��'�1J►.•��jyYJa+bL•; Fr.r••�sr1 -aZN K .-._a. a• � � . '. .� • L - _ • • • - .. ..•� -_--- - _�-�� f�--y-- _-�--- __ ' `iii'+-..� -• •'Z^c:.-_ aa. •.,,..'t`. ... «psi -__,,,, - - - - - - � - • •' i . ,. � ' • 1 '11 `+ 1�p� � r w.w..�. 'tea..' • �,. a.� .y , . • ..� • �'�"^.�� +:--'�•. • :�� ►r• i I 1 THE CORPORATION OF THE MUNICIPALITY • . ...::�;�� _ `'• =�� a� `,`'—''�-`s'y,`'�` �� • ` ��f;�y '� II OF CLARINGTON TRAIN WHISTLE CESSATION STUDY �•' �....� 1~ 1 I Cobbledick Road .—�+ % `'"M-+ �..�`•" .rte'• �- "'=• - "•-� �-` �"��+ �I - I (Mile 287.26, CN Kingston Subdivision) �' r. ", • - a �-� _'a'' .. _ , _ ---y.,- - "• _ �Ac��!'1="'rl.:. ,� . .�' • , �.► �� 1� I Scene Sketch Scale I -•"• .w.. •. .. _ '�' =�" -=M��•Z...f 'y'"i ..•, -+4�w I SS -2 Jan 2018 1:500 Sheet 3 GENERAL INFORMATION Source Item Reference Rail Maximum Railway Operating Speed, VT = 100 mph = 161 km/h Rail Daily Train Volume Freight trains/day: 12 Passenger trains/day: 32 Rail Switching during dayime? Switching during nighttime? Road Average Annual Daily Traffic, AADT = 826 % pd Year of Count: Road High seasonal fluctuation in volumes? Not Observed Road Pedestrian Volume = N.M. pedestrians/day Road Cyclist Volume = N.M. cyclists/day Road T Is crossing on a School Bus Route? Yes Road T Do Dangerous Goods Trucks use this roadway? Not Observed Road T Regular use of crossing by persons with Assistive Devices? Not Observed Road T Other special road users? Type: N/A Daily Volume: N/A Road lForecasted AADT = N/A Forecast Year: N/A Road T Road Crossing Design Speed = 50 km/h Observe Surrounding Land Use: Hydro field south of crossing. Urban/rural? Rural Observe Any schools, retirement homes, etc. nearby? N/A Notes: T indicates information should be confirmed by field observation 1. Road Authority should provide plans if available. 2. Forecast AADT until next assessment if significant developments are expected or if a planned bypass may reduce volumes. Active Public Crossings KI M287.26 - 7 GCS Section 10 r=fyure 10-1 - Gfearanca DfstanCe (09J ror crarfe crassingS Figure 10-2 Assumed Acceleration Curves (a} For Grade Crossings AM a Warning System or Railway Crossing Sign 21 0.9 1.0 1.1 1.3 Seigle Unit Truck & Buses 0.8 0.9 1.0 1.1 1.3 20 0.9 1.0 12 1.7 claxa:we Paine t kis -- -------------- z.a 18 77 susot v aqn 1B --�ommenl Is ].p.nae 14 13 € 12 (hj For Grade Cross Ings w[tho ut a Warning System or Railway Crossing Sl Un Q 11 _Cfe.ranc_. io 8 e 5.0 rh tte.414 A, S,Dm(16.4Rl 7 Departure �[l.parg9. 6 Pant ... Pnw•e 5 4 10 15 20 25 30 35 40 45 50 55 50 65 70 75 80 85 90 95 100 a - dlsw oa Imaged during accoMrsuan (m) Source- Geon—, D—ga Gnide for C—adi— Roads. puhkshcd by the Transportation Association of Canada and dated September 1999 fame 1V-1 HaU08 OT RCCBf&MMI1 !!toes 0n G78UBS 17eafgn yahkk -4 Road Uredo (961 1 -2 0 +2 4a Passenger Car 0.7 0.9 1.0 1.1 1.3 Seigle Unit Truck & Buses 0.8 0.9 1.0 1.1 1.3 Tractor -Se 1—ler 0.8 0.9 1.0 12 1.7 Source. Geowelnr Design Guide for Canadian Roads. publisired by the Transpmiatiom Association of Canada and dated September 1999 Active Public Crossings KI M287.26 - 8 Sheet 4 DESIGN CONSIDERATIONS GCS Section 10 Source Item Reference Design Vehicle Rail Type: Standard Single Unit Buses (B-12) Sect. 10.3.1 look -up Length, L = 12.2 m Sect. 10.3.1 look -up Stopping Sight Distance, SSD = 110 m Sect. 7.5 measure Clearance Distance, cd = 19.1 m Fig. 10-1 calculate Vehicle Travel Distance, S = L + cd = 31.3 m Sect. 10.2.1 calculate Vehicle Departure Time, TD = J + T = 15.4 sec Sect. 10.3.2 look -up J = 2 sec = driver's reaction time Sect. 10.3.2 calculate T = (t x G) = 13.4 sec = the time for the design vehicle to travel through S look -up t = 9.3 sec = the time for the design vehicle to accelerate through S GDG Fig. 2.3.3.3 look -up G = 1.45 = ratio of acceleration time on grade/grade adjustment factor GDG T2.3.3.2 Road Grade Effect: Road maximum approach grade within S = 5.5 % observe Do field acceleration times exceed TD? N/A Pedestrian, Cyclist & Assistive Devices Departure Time, Tp = cd/Vp calculate Tp = 15.7 sec look -up VP = 1.22 m/s (maximum 1.22 m/s) Active Public Crossings KI M287.26 - 9 GCS Section 11 Figure it -I - Restrictions an the Proximity ofInters ections acrd Entranceways to Public Grade Crossings Property Access, (does not inoWde railway "MOR roads) Road T - Intersection or Through Road Edge of _ travelled way Road Q i Active Public Crossings KI M287.26 - 10 Sheet 5 LOCATION OF GRADE CROSSING GCS Section 11 Source I Item Reference "D" should not be less than 30m for either approach if train speed exceeds 15 mph. measure "D" = N/A m on N approach = 20 m on S approach Fig. 11-1 Are there pedestrian crossings on either road approach that could cause vehicles to queue back observe Ito the tracks? No Is "D" insufficient such that road vehicles might queue onto the tracks? No observe Is "D" insufficient such that road vehicles turning from a side street might not see warning devices for the crossing? No Comments Following Site Visit: Property accesses on the road approach within 30m of the crossing. Cobbledick Rd is the major roadway and has the right of way unless otherwise noted. South Road Approach -19.5m (east side) -20m (Service Rd intersection is stop controlled with right of way to Cobbledick Rd.) Active Public Crossings KI M287.26 - 11 GCS Section 5 Figure 5-7 - C'm a Gresulmg SIh7e 0frltensions (a) Road, including a path or trad of Edge of shoulder Edge va Vallae' d way End Of ralMray Sias 0.5 m or mare beyond gavelled —la— where rr ro shoulder 0 5 m or more 1 Croa4fng surface beyond shoulder where t there is One I Width Railway Wammg Crossing signal sign m dO (b) Sidewalk, path, or trail along a road 1- Sidewalk, path, Or "if _ 4. Sidewalk, path, or trail i . 2- 0 5 m or more beyond Sidewalk; Ak `. — 5- 0.5 m or more beyond or beyond should or where ` - .- sidewalk there is one 3 -Crossing suFfac'" may be separate only where the space =hem I I is 1 0 m or more: otherwise crossing surface must be rnntinurxis Figure 3-T - Grossmv surTaae Rf CROSSING SlIRF6CE wIOTn .�......_ �_: I •. I .L { _ TRAY£LLEO WAY wIOTH '�f1 `■ (Na SHOLILnER Sl +\r ` 0.6 m I+s Inl End el Tse rAble b -I -- Gr1O1e GrtpSslrtg StlrreCe - GMSs Seeman a1 Flsttgeway: Width MinYnum Gri mm Maximum Tor: Public sidewalks, paths or (rads designated by the road authority for use by persons using assis}ive devices 75.. Put other grade rsossmgs 1211 mm Depth: Minimum 50.. Maximum Tar: Public sidewalks, paths and trails designated by Iho road II 111�1�1��II�f�llllll�� authority for use by persons using assistive devices 75 mm All other grade rrossmgs No lima (bf Fuld side gap A Space is perm ieed on the —ter side of the it at rural locations, except for public sidewalks, paths or trails designated by the road authorety far use by persons using asSmiue de Vices M.— -dth 120 mm Maximum depth No limit (p) Elevatton of the top of die rail with respect to the are vsing surface The lop all the crossing surface must be irhstalled as close as possible to the top of the rail wAhm the year limits below. Wear limits: Public sidewalk, path or hail desagnated by the ..it authority fir use by persorc —mg assistive devices Maximum distance of the tap of the rail above crossing 13 mm surface a1 Flsttgeway: Width MinYnum Gri mm Maximum Tor: Public sidewalks, paths or (rads designated by the road authority for use by persons using assis}ive devices 75.. Put other grade rsossmgs 1211 mm Depth: Minimum 50.. Maximum Tar: Public sidewalks, paths and trails designated by Iho road authority for use by persons using assistive devices 75 mm All other grade rrossmgs No lima (bf Fuld side gap A Space is perm ieed on the —ter side of the it at rural locations, except for public sidewalks, paths or trails designated by the road authorety far use by persons using asSmiue de Vices M.— -dth 120 mm Maximum depth No limit (p) Elevatton of the top of die rail with respect to the are vsing surface The lop all the crossing surface must be irhstalled as close as possible to the top of the rail wAhm the year limits below. Wear limits: Public sidewalk, path or hail desagnated by the ..it authority fir use by persorc —mg assistive devices Maximum distance of the tap of the rail above crossing 13 mm surface Maxrmun distance of the top of the rad below crossing 7.. surFace All other public grade crossings; the maximum distance of the top of the rad above or below the crossing surface 25 mm Prwale grade crossings; the maximum distance of the lop of the rail 50 mm above or below the crossing surface Active Public Crossings KI M287.26 - 12 Sheet 6 GRADE CROSSING SURFACE GCS Section 3, 5 Source Item Reference Is the crossing smooth enough to allow road vehicles, pedestrians, cyclists and other road users observe Sect. 5.1 to cross at their normal speed without consequence? Comment below. Fair observe Grade Crossing Surface Material: Two crossings with rubber crossing panels Approach Road Surface Type: Asphalt observe Approach Road Surface Condition: Fair Roadway Illumination? No Road Crossing Surface Width = 11.8 in Centre Lane/Median Width = N/A m Travelled Way Width = 3.3 I in on W side = Min on E side Paved Shoulder Width = Notes in on W side = -m on E side Fig. 3-1 measure Surface Extension beyond Travel Lanes/Shoulder Fig. 5-1 = 2.6 m on W side = 2.694 in on E side Distance between Travel Lane/Shoulder and Sidewalk/Path/Trail = N/A in on W side = N/A in on E side Sidewalk/Path/Trail Width = N/A I in on W side = in on E side Surface Extension beyond Sidewalk/Path/Trail �11111111111= m on W side =lkillillillim on E side Cross -Section: Rail Flangeway width = Notes mm (min. = 65 mm; max. = 75 mm' or 120 nun) Table 5-1 Rail Flangeway depth = Notes mm (min. = 50 mm; max. = 75 mmi or no limit) Table 5-1 Rail Field Side Gap width = Notes mm (max. = 120 mm or 0 mmi) Table 5-1 Rail Field Side Gap depth = Notes mm (max. = no limit or 0 mm') Table 5-1 Rail Elevation of Top Rail above road surface = Notes mm (max. = 13 min or 25 mm) Table 5-1 Rail I Elevation of Top Rail below road surface = Notes mm (min. _ -7 mm' or -25 mm) Table 5-1 1. Public sidewalks, paths or trails designated by the road authority for use of persons using assistive devices Comments Following Site Visit: Shoulder on both sides of the north road approach varies. West side shoulder widens from 1.25m to 2m at the start of Highway 401 overpass. East side shoulder widens from 0.75m to 1.8m. No shoulder on the south road approach. Please see the following page for notes on the flangeway width, flangeway depth, field side gap width, field side gap depth & elevation of the top of rail with respect to the crossing surface. Active Public Crossings KI M287.26 - 13 Active Public Crossings KI M287.26 - 14 Sheet 7 ROAD GEOMETRY GCS Section 6 Source Item Reference Are the horizontal and vertical alignments smooth and continuous throughout SSD? observe I I Sect. 6.1 N Approach Yes S Approach Yes Are the road lanes and shoulders at least the same width on the crossing as on the road approaches? observe Sect. 6.4 N Approach No S Approach Yes Grades: Road Approach Grades measure Within 8m % on N approach J&d % on S approach (max. = 2%) Sect. 6.3 Between 8m to 18m P302 % on N approach 2.0 % on S approach (max. = 5%) look -up Road Classification Rural Local Undivided Sect. 6.2 calculate Allowable difference between roadway gradient and railway cross -slope = 2 % GDG T-2.3-13.1 Road approach gradient at crossing: -3.4 % on N approach 5..5 % on S approach Sect. 6.2 measure o Railway Cross Slope: tes k /o GDG T-2.3-13.1 Is the difference between the road approach gradient and the railway cross slope, or the railway gradient and the road approach cross slope, in accordance with the design standards of the Geometric Sect. 6.2 observe Design Guide (Table 2.3.13.1)? GDG T-2.3-13.1 N Approach Not Observed S Approach Not Observed Are rail tracks super elevated? Rail N Approach NIA S Approach Grade Crossing Angle ° Road Sect. 6.5 (70° min and 110° max without warning system; 30° min and 150° max with warning system) observe Condition of Road Approaches: anything that might affect stopping or acceleration. Comment. Is there any evidence that "low -bed" trucks have difficulty negotiating the crossing? observe i.e. might they bottom -out or get stuck? Not Observed Comments Following Site Visit: Shoulder on the north road approach is not consistent along roadway. Gradient of the south approach within 8m of the nearest rail is 5.5% which exceeds the GCS limit of 2%. Gradient of the north approach within 8m of the nearest rail is 3.4% which exceeds the GCS limit of 2%. Railway Cross Slope: North Track: 1.8%, Middle Track: 1.0% South Track: 0.1% The difference between the road approach gradient and the railway cross -slope is not in accordance with 6.2 of the GCS: South Road Approach: difference = 5.4% (allowable difference 2% for roadway classified as Rural Local Undivided). North Road Approach: difference = 5.2% (allowable difference 2% for roadway classified as Rural Local Undivided) Active Public Crossings KI M287.26 - 15 GCS Section 7 Figure 7-1 - Minimum Sightlines - Grade Crossings ;a) Sightlines for Users Stopped at a Grade Crossing {applicable to all quadrants}_ ❑ Slopped S MClear igNine Area ........-------------- (16-4 .-.__._.,_. (b) Sighilines for Users Approaching a Grade Crossing (applicable to all quadrants)- SSE! .4 #k) Clear SIgthvtne Area Active Public Crossings KI M287.26 - 16 Sheet 8 SIGHTLINES GCS Section 7, 10 Driver Eye Height = 1.05m passenger vehicles, pedestrians, cyclists & assistive devices = 1.80m buses & single -unit trucks = 2.1Om large trucks & tractor -trailers Target Height = 1.20m above rails Warning: some formulae are based on Imperial units while others are Metric Source Item Reference look -up Type of Grade Crossing: FLBG Are gates present? Yes GCR Sect. 22 look -up Is the crossing exempted from sightline requirements? Yes look -up SSD minimum = 110 m measure SSD actual: N Approach In S Approach 110 m Sect. 7.2 For Users Stopped at a Grade Crossing (See Fig 7-1(a)) DSTOPPED = 1.47VT x TSTOPPED where VT = railway design speed in mph (Sheet 4) and TSTOPPED = departure times TD or TP (Sheet 4) look -up Is crossing exempted from DSTOPPED requirements? Yes look -up Design Vehicle Departure Time (TD) = 15.4 sec (from sheet 4) Sect. 7.2 look -up Pedestrian, Cyclist & Assistive Device Departure Time (TP) = 15.7 sec (from sheet 4) Fig. 7-1 calculate DSTOPPED-D minimum = 2269 ft = 691 m calculate DSTOPPED-P minimum = 2301 ft = 701 m measure DSTOPPED actual N Approach Clear m to driver's left Clearm to driver's right measure I S Approach lClear m to driver's left Clear Im to driver's right observe Are there any obstacles within the sight triangles that affect visibility? Comment. Comments Following Site Visit: Crossing is equipped with flashing lights, bells and gates and is exempt from DSSD and DSTOPPED sightline requirements. Sight triangles obstructed by vegetation/brush along roadway and railway ROW. Actual SSD is greater than 110m. Visibility of the front light units on both road appraoches is clear. Active Public Crossings KI M287.26 - 17 GCS Section 8 Figure 8-1 - Rahway Crossing Sign and Number of Tracks Sign [a) RAILWAY CR6351MG 91GH X45. - � Hamm r TtW aur 7?a7 mri � eiomm _ E+Ormmm � fia mm ZOa mm f � � 7aa ann xmm s�omn �aomm eiaa.a �� Ib1 Ml1x�ER or Trwra(g :tlGr'+ Raa mmnv.rti.n {esiaieai - r Z b 1$.6� uw- 2�B mm iwmiedi T Za nYn � � T i 71 mm 2aQ mm r ]a mm Figure 8-2 - Retrorenective Stripes on the Sack of the Railway Crossing Sign and on the Sign Supporting Post (public grade crossings without a grade crossing warning system) Figure 8-3 - LoCafnDn of Railway Crossing Signs and Number or Tracks Signs (public Figure 8-4 - Stop Signs grade crossings without warning systems) al 0.5 m 0000 3 m ml�imum .. �: _aQ •�T .� ri 5idawaik IIf 1 � � paryL or trey I 111 � 3.6 m MULTILAWONE-WAY OR OIYCIEO Row b1 Ufban: Rural: 1 1 1.8m 1.5m �l minimum minimum r � � Sm Alm minorum V ANME ORFAm;R TK" 9g' IWOIE Ga' OR LE55 Cf Railway C.—g sign ❑sm ' Number of Trecka sign 1.5 n m 2.5 M t "" SeLQ!'"a RgIL6 30 m maximum (except tot 1.2 m Slap signs - 3.5 m maximum) -- Crvwn of Rvsd- Active Public Crossings KI M287.26 - 18 Sheet 9 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source Item Reference Railway Crossing Sign Number of Tracks Sign Sect. 8.1 MUTCDC A2.2.7 Are signs present? observe Sect. 4.1.2 N Approach S Approach Yes N Approach Yes Are signs as shown in Figure 8-1(a)? Yes observe IN Fig. 8-1 Approach S Approach Yes Comments Following Site Visit: Source Item Reference Number of Tracks Sign Are signs present? observe Sect 4.1.2 N Approach Yes S Approach Yes Are signs required? look -up Sect 4.1.2 N Approach Yes S Approach Yes Are signs as shown in Figure 8-1(b)? observe Fig. 8-1 N Approach IL N/A S Approach N/A Are signs installed on the supporting post of each railway crossing sign as shown in Figure 8-3(c)? observe Fig. 8-3 N Approach N/A S Approach N/A Comments Following Site Visit: Active Public Crossings KI M287.26 - 19 GCS Section 8 RAILWAY CROSSING OF ROAD} ANO BICYCLE LANE Stroke Width of "V to be 9iDQmmw54LOrrrr. FIGURE C1-6 a-6 5m A\ WA -'8R JANUARY H14 Active Public Crossings KI M287.26 - 20 Sheet 10 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source Item Reference Railway Crossing Ahead Sign (WA -18,19 & 20) Sect. 8.2 MUTCDC 3.4.2 Are signs present? observe N Approach S Approach Are signs required? look -up GCR Sect. 66 N Approach No S Approach No Do signs have the appropriate orientation? observe MUTCDC Fig. C1-6 N Approach S Approach Distance to nearest rail: observe N Approach Wpm" m S Approach ! m MUTCDC A3.1.4 Comments Following Site Visit: Lateral Placement: measure N Approach m S Approach m MUTCDC A1.7.2 Height: N Approach IF 1.5 m S Approach 2.4 m MUTCDC A1.7.2 Comments Following Site Visit: Railway Crossing Ahead Sign on the north road approach does not meet the following MUTCDC recommended limits: [ET WWU F HM] ❑ ❑ [111 P A tRP EWLWE FDtWAMDU)M IUFK-FU F HiGYrWMOiD 87& & I F RP P IFUGHGAP IlIIRIEu❑ ❑ P Eu [ET RHV1RIIIIIA97 [IFRtL FVtIXP EHURIdIIDFNVIUE .!❑® SIJ❑At]AWURU►Yl_ IWGI)SStROFRQJN1 GDP DJHG1JJdW"RSA3❑Gi1"M[1I❑J[DV4V US Source I Item Reference Advisory Speed Tab Sign (WA -7S) Sect. 8.2 MUTCDC 3.2.5 Are signs present? observe N Approach No S Approach Yes Are signs required? look -up GCR Sect. 66 N Approach No S Approach No Are signs mounted on the same post as the Railway Crossing Ahead Sign? observe MUTCDC A3.2.5 N Approach N/A S Approach Yes Posted speed limit? observe I N/A S N Approach Approach 20 Comments Following Site Visit: WA -18, "3 Tracks", Advisory speed tab sign and WA -22 sign are all placed on the same post. Active Public Crossings KI M287.26 - 21 Sheet 11 SIGNS AND PAVEMENT MARKINGS GCS Section 8 Source I Item Reference Emergency Notification Sign Sect. 8.5 Are signs present? observe N Approach Yes S Approach Yes Are signs required? look -up GCR Sect. 63 N Approach Yes S Approach Yes Are signs oriented to face traffic approaching the grade crossing or parallel to the road? observe Sect. 8.5 N Approach Yes S Approach Yes Are signs legible to road vehicles? observe Sect. 8.5 N Approach Yes S Approach Yes What is the condition of the sign? observe N Approach Good S Approach Good Comments Following Site Visit: Emergency Notification Sign is installed on the warning system housing unit in the southwest quadrant, parallel to the roadway. Due to the location of the sign, the sign may not be visible to road users. Emergency notification signs also placed on both signal masts within view of drivers stopped at crossing which meets GCS requirements. Source I Item Reference Pavement Markings observe Are pavement markings consistent with those from the MUTCDC Manual? No MUTCDC Fig. Cl -6 observe Are there directional dividing lines for at least 30 m on both road approaches? Yes MUTCDC C2.1 observe Are there lines to delineate sidewalks, paths and trails? N/A Comments Following Site Visit: -"X" pavement marking completely faded on south road approach. - Stop bars faded on both road approaches. General Comments Regarding Signs & Pavement Markings: Additional signs installed in proximity to crossing: South Road Approach "3 Tracks" Sign: Height: 1.9m ; Offset: 4.3m; Location: 150.2m Advisory speed tab Sign: Height: 1.5m; Offset: 4.3m; Location: 150.2m WA -22 Sign: Height: 0.7m; Offset: 4.3m; Location: 150.2m Active Public Crossings KI M287.26 - 23 — Directional dividing line does not continue south of Service Road intersection. — Service Road: o "X" pavement marking is fading o WA -18 post is leaning and not perpendicular to road. o WA -18 shows incorrect orientation, showing crossing at an angle to the road, however crossing is perpendicular to the road. o WA -18: Height: 2.3m; Offset: 1.5m; Location (from Cobbledick Road): 167.8 o "3 Tracks" sign also located on same post. GCS Section 9 Figure 9-1 - Fr'oximity of Warning Systems to Stop Signs and Traffic Signals (.a) Intefsection with Ston, !gi) Stop position of lead vehicle T - Intersection r i crossroad (b) Intersection with Traffic Signal ntersection or rossfoad Active Public Crossings KI M287.26 - 24 Sheet 12 GRADE CROSSING WARNING SYSTEM WARRANTS GCS Section 9 Source Item Reference Warrants for a Warning System Without Gates Sect. 9.1 If any of A through E below are met, then a warning system without gates is required A. AADT = 826 vpd Daily Train Movements = 44.00 trains per day look -up Cross -Product = 36,344 (2,000 min.) Sect. 9.1.a Warranted? Yes B. Is there a sidewalk, path or trail? No look -up Railway Design Speed = 100 mph Sect. 9.l.b,c Warranted? Yes C. Are there two or more lines of railway where trains may pass each other? Yes Rail Is the railway design speed > 15 mph? Yes Sect. 9.l.d.i Warranted? Yes D. Is D < 30 m to a Stop Sign at an intersection? Yes look -up Is the railway design speed > 15 mph? Yes Sect. 9.1.d.ii Warranted? Yes E. Is D < 60 m to a signalized intersection? No look -up Is the railway design speed > 15 mph? Yes Sect. 9.l.d.iii Warranted? No Warrants for a Warning System With Gates Sect. 9.2 If a warning system is warranted, and any of F through J are met, then gates are also required F. Cross -Product = 36,344 (50,000 min.) look -up Sect. 9.2. l .a Warranted? No G. Are there two or more lines of railway where trains may pass each other? Yes Rail Sect. 9.2. l .b Warranted? Yes H. Is the railway design speed > 50 mph? Yes look -up - Sect. 9.2. l .c Warranted? Yes L Is D < 30 m to a Stop Sign at an intersection? Yes look -up Sect. 9.2. l .d Warranted? Yes J. Is D < 60 m to a signalized intersection? No look -up Sect. 9.2.1.e Warranted? Comments Following Site Visit: Active Public Crossings KI M287.26 - 25 Sheet 13 GRADE CROSSING WARNING SYSTEMS GCS Section 12-16 Source Item Reference Warning Systems Clearance Distance from Railway AREMA C&S Manual observe Min. 3.66 m (12 ft) for signal mast or 3.05 m (10 ft) for end of gate arm; from centreline of track part 3.1.36 C.6. N Approach =m S Approach m Warning System Clearance Distance from Roadway measure Min. 625 mm from curb; or 1.875 m from travelled way and 625 mm from shoulder Sect. 12.1.a,b N Approach m S Approach In Distance between top of foundation and surrounding ground level (max. 100 mm (4 in)) measure N Approach 300 mm S Approach mm Sect. 12. l .c Is the slope of surrounding ground from foundation towards the travelled way less than 25% (4:1)? measure N Approach S Approach TBD Sect. 12. l .c Light units: N Approach Yes S Approach Yes observe Sect. 13, 14 Condition: Goo Bells: N Approach Yes S Approach Yes observe Sect. 15.1 Condition: Good Gates: N Approach Yes S Approach Yes observe Sect. 15.2 Condition: Good Cantilever Lights: N Approach No S Approach observe Sect. 13.3 Condition: observe If there is only one sidewalk, is a bell located on the adjacent assembly? N/A Sect. 15.1.2 Rail Design Approach Warning Time: W Approach 28 sec E Approach 28 sec Should be greatest of: look -up a) 20s, unless cd > 11 m, increase the 20s by one second for each additional 3 m 23 sec look -up b) TD 15 sec Sect. 16.1.1 look -up c) Tp 16 sec look -up d) TG + gate arm descent time + 5s 28 sec look -up e) Minimum warning time required for traffic signal pre-emption N/A sec look -up f) TSSD 10 sec Rail Actual Approach Warning Time: W Approach sec E Approach N/A sec Sect. 16.2 Comments Following Site Visit: TBD = To be determined, 'Slope of ground from foundation towards the travelled way was unable to be determined due to snow conditions on ground. 'N.M = Not measured during site visit. C.N to provide information. Bell is present, however no sidewalk is present. The clearance distance from the edge of the travelled way is 0.5m for the south signal mast, which is less than the GCS limit of 1.875m for roadways without a curb. The distance between the top of the foundation and the surrounding ground surface exceeds the GCS maximum limit of 100mm for both signal masts. Active Public Crossings KI M287.26 - 27 GCS Section 12 Fig lire 72-7 - warn ing signal ASS"DNYa 7W - 1301.5 W -130F1 125n [5 b 7.9m1o79m Ed.. W Tr..e.edW. Gown F wed e.n (12 i,j _Ugm" Top m lounaetron 3.—.&V Rand k—A. Ftgwv vz-3— canorevn� i a a CAm13B�er Assembly Cleafance 52 m 07B) minimum 8.0 rn=fl)mawnum 0 0 ------------ Craws of road FigurO 73-7 -WaMM9 $rgnel pMWS l4OgUiring G&MMOVOMO f -790f UM"s Figura 73-2- siaawan(s, Perris and Trams (a) Twa-way Road (a) Two Way + Bn w D. ► 7 Wm�q Eq..i M.n I r g .s +r � a renes Peln � Tial P.v� e. rlr (8) Dne-Way or DIvlded Road (b) One -Way ■ i i 14.. , y I e.r.oiw s>rww Active Public Crossings KI M287.26 - 28 Sheet 14 FLASHING LIGHT UNITS GCS Section 13, 14 Source Item Reference Front and Back Lights for Vehicles observe Are signal assemblies as shown in Figure 12-1? Yes Sect. 12.1 measure Alignment Height: N Approach m S Approach 2.7 m Fig. 12-1 Are primary light units visible for at least the minimum SSD? observe Sect. 14.3.1.a N Approach S Approach Are additional light units required to cover intermediate areas of the road approaches? observe Sect. 14.4.1 N Approach S Approach Are back light units visible by stopped vehicles at least 15 m? observe Sect. 14.5.1 N Approach WYes S Approach Yes Are lights installed exclusively for sidewalks, paths or trails visible for at least 30 m? observe Sect. 14.6.1 N Approach V N/A S Approach N/A Additional Lights for Sidewalks, Paths, Trails, etc. Distance from path centreline to signal mast (max 3.6m) calculate - N Approach N/A S Approach N/A Fig. 13-2 Are separate flashing light units required for pedestrians? look -up Sect. 13.4.1 N Approach No S Approach No Cantilever Light Units observe Are cantilevers as shown in Figure 12-3? N/ Sect. 12.1 measure Distance from nearest rail: N Approach N/A m S Approach N/A m measure Distance from travelled way: N Approach N/A m S Approach ■ N/A m measure Height: N Approach N/A m S Approach N/A m Fig 13-1 measure DR: N Approach N/A m S Approach ■ N/A m Fig. 13-1(a),(b) measure DL: N Approach N/A m S Approach N/A m Fig. 13-1(b) Are Cantilever lights required? look -up 0 - Sect. 13.3.1 N Approach S Approach No Comments Following Site Visit: Front light units are aligned to cover Service Road. Active Public Crossings KI M287.26 - 29 GCS Section 12 Figure 12 2 — Gates Gate arra at rest not to intrude beyond dashed lines 7 -1 m to 1-4 m (3.5 to 4.5 ft 30 MM (26 in) maximum r i�• e` S I T w� �1 Active Public Crossings KI M287.26 - 30 Sheet 15 GATES FOR GRADE CROSSING WARNING SYSTEMS GCS Section 10, 12, 15 Source Item Reference observe Are gates as shown in Figure 12-2? TBD Sect. 12.1 Gate Arm Clearance Time for Vehicles TG = greater of TG,ssn or TG,sTor TG,ssD = Gate Arm Clearance Distance from SSD / Road Speed in m/s TG,ssD = (SSD + 2m + L) / 0.278V calculate TG,ssD = $•9 sec Sect. 10.4.1 TG,sTor = Gate Arm Clearance from Stop TG,sTOP = J + (tG x G) tG = 6.15 sec TG,sTor = _ sec TG = 7 sec measure Gate arm delay: N ApproachsecS Approach N.M sec Sect. 15.2.3 Are strips on the gate arm 406 mm (16 in.) wide and aligned vertically? measure Sect. 12. l .d.i N Approach Yes S Approach Yes Distance between the end of the gate arm and the edge of the travelled way measure Sect. 12.Le .e N Approach I N.M m S Approach I N.M m measure Gate arm descent time: 12.3 sec Gate arm ascent time: 6.2 sec Sect. 15.2.2 Comments Following Site Visit: N.M = Not Meadured during site visit. C.N to provide information. Active Public Crossings KI M287.26 - 31 Sheet 16 PREPARE TO STOP AT RAILWAY CROSSING SIGN GCS Section 18 Source Item Reference Warrants for a Prepare to Stop at Railway Crossing Sign Sect. 18 If any of A through C below are met, then a Prepare to Stop at Railway Crossing sign is required MUTCDC A3.6.6 look -up A. Is the roadway classified as an expressway? GCR Sect. 67(a) B. Is at least one set of front lights on the warning system not clearly visible within the stopping observe GCR Sect. 67(b) sight distance of at least one of the lanes of the road approach? No C. Do weather conditions at the grade crossing repeatedly obscure the visibility of the warning observe GCR Sect. 67(c) system? No look -up Is a Prepare to Stop at Railway Crossing Sign required? No GCR Sect. 67 If any of D through E below are met, then a Prepare to Stop at Railway Crossing sign may be required look -up D. Is the speed limit of the travelled way greater than 90 km/h? No MUTCDC A3.6.6 observe E. Is the crossing at the bottom of a hill or downgrade of considerable length? No MUTCDC A3.6.6 Calculated Distance of Light Units (See Advance Warning Flashers: Guidelines for Application and Installation (TAC 2005)) D = (Vtp, / 3.6) + (Vz / [25.92 x (a + Gg)]) look -up V = 50 km/h (posted speed limit look -up tp, = 2 s (perception/reaction time) Advance Warning look -up a = 2.6 m/sZ (deceleration rate; typically 2.6m/s2) Flashers: Guidelines for Application and look -up GN = -3.2 m/100m (grade on approach) Installation (TAC 2005) look -up GS = 2.0 m/100m (grade on approach) look -up g = 9.81 m/sz (gravitational acceleration; 9.81m/s2) Recommended minimum Advance Warning Flasher Distance from Railway N Approach 70.0 to S Approach 62.3 m Actual Advance Warning Flasher Distance from Railway measure - N Approach ' N/A m S Approach N/A m Considering maximum prevailing speeds, geoemetry and traffic composition, check: Does the sign flash: a) in advance of the activation of light units of the warning system observe Sect. 18.1 b) during the time of operation of the light units of the warning system N Approach N/AI S Approach Does the advance activation time provide sufficient time for a vehicle to: a) clear the grade crossing before the arrival of railway equipment at the crossing surface (FLB) observe Sect. 18.2 b) clear the grade crossing before gate arms start to descend (FLBG) N Approach S Approach Comments Following Site Visit: Active Public Crossings KI M287.26 - 33 Sheet 17 INTERCONNECTION OF TRAFFIC SIGNALS GCS Section 19 Source Item Reference Warrants for an Interconnected Traffic Signal Sect. 19 look -up Is the railway design speed greater than 15 mph? Yes Is there less than 30m between the nearest rail of a grade crossing and the travelled way of an measure Sect. 19.1 intersection with traffic signals? No look -up 11s an Interconnected Traffic Signal required? No Road Are adjacent traffic signals interconnected with a grade crossing warning system? N/A Rail note: provide timing plan if interconnected Road Date of last pre-emption check? Field checks: Does interconnection provide adequate time to clear traffic from the grade crossing before the observe Sect. 19.3.a arrival of railway equipment? /A Does interconnection prohibit road traffic from moving from the street intersection towards the observe Sect. 19.3.b grade crossing N/A observe Are there known queuing issues at the tracks? N/A observe Are pedestrians accomodated during the pre-emption? N/A observe Have longer/slower vehicles been considered? N/A observe Are supplemental signs needed for motorists? N/A Comments Following Site Visit: Active Public Crossings KI M287.26 - 35 GCS Appendix D Table D-7 — Requirements for Warning Systems at Public Grade Crossings wirhin an Area Without Whistling Figure D -i — prescribed area for whis ding cessation as per artfcfe 2 3. 1 of the RSA JNeWrll 00Q 01 1111, 0161,002 a4Rf6111 Active Public Crossings KI M287.26 - 36 Column A Column B Railway Grade Crossings for Vehicle Use Grade Crossings For Sidewalks, Design Speed Paths, or Trails with the centreline no closer than 3.6 m (12 ft) to a warning signal for vehicles No. of Tracks fro. of Tracks 1 2 or more 1 2 or more Column ? Column 2 Column 3 Column 4 Column 5 1 — 25 km/h (15 mph) FLB FLS No warning No warning system system requirement requirements 25 — 81 km/h FLB FLS & G FLS FLB & G (16 — 50 mph) Dver 81 km/h (50 mph) FLS & G FLB & G FLB & G F7LB & G Legend: FLD is a warning system consisting of flashing fights and a bell_ FLB & G �s a warn;ng systern consisting of flashing loghts, a bell and gates Figure D -i — prescribed area for whis ding cessation as per artfcfe 2 3. 1 of the RSA JNeWrll 00Q 01 1111, 0161,002 a4Rf6111 Active Public Crossings KI M287.26 - 36 Sheet 18 WHISTLE CESSATION GCS Appendix D Source I Item Reference Is train whistling prohibited at this crossing? No Rail 24 hours per day? N/A Is there evidence of routine unauthorized access (trespassing) on the rail line in the area of the observe crossing? Comment below. No look -up What is the required type of warning system as per Table D-1? FLBG Appendix D observe I Are the requirements of Table D-1 met? Yes Appendix D Comments Following Site Visit: No evidence of trespassing observed during the site visit on November 21 2017 Active Public Crossings KI M287.26 - 37 Additional Prompt Lists Human Factors ❑Control device visibility / background visual clutter []Driver workload through this area (i.e., are there numerous factors that simultaneously require the driver's attention, such as traffic lights, pedestrian activity, merging/entering traffic, commercial signing, etc.). []Driver expectancy of the environment (i.e., are the control measures in keeping with the design levels of the road system and adjacent environment). []Need for positive guidance. ❑Conflicts between road and railway signs and signals. Environmental Factors ❑Extreme weather conditions. ❑Lighting issues (night, dawn/dusk, tunnels, adjacent facilities, headlight or sunlight glare, etc.). [Landscaping or vegetation. ❑Integration with surrounding land uses (e.g., parked vehicles blocking sightlines, merging traffic lanes, etc.). All Road Users ❑Have needs of the following been met: - pedestrians (including strollers, baby carriages, and blind persons) - children - elderly - bicyclists - motorcyclists - over -sized trucks - buses - recreational vehicles - wheelchairs, scooters, walkers, etc. - rollerblades Comments Following Site Visit: Active Public Crossings KI M287.26 - 39 $WWDFRHOIWR5HSRID/(' Summary of Recommendations For Initial Action by Road Authority to Move Forward with Pursuit of Whistle Cessation Bennett Road Suggested Action From Study Estimated Cost Replace crossing planks / reconstruct crossing surface (2 Sets of Tracks) $ 70,000.00 Road resurfacing $ 46,200.00 Signage improvements $ 3,500.00 Pavement Markings $ 4,200.00 Grade crossing warning system $ 4,200.00 Fencing Along Rail Corridor *** $ 120,000.00 Total Estimated Initial Improvement Cost $ 248,100.00 Engineering Costs (Detailed Design and Contract Administration @ 15% $ 37,200.00 Contingencies @ 10% $ 25,800.00 CREDIT - Works to be completed in support of the Lakebreeze Subdivision -$ 123,900.00 Reassessment of Level Crossing Conditions for Whistle Cessation after Improvements $ 6,000.00 Flagging for Reassessment of Level Crossing Conditions for Whistle Cessation $ 1,250.00 CNR Peer Review of Whistle Cessation Report and Recommendations $ 5,000.00 HST @13% $ 25,928.50 Net Cost For Initial Actions $ 225,378.50 Rounded Total $ 225,000.00 Cobbledick Road Suggested Action From Study Estimated Cost Replace crossing planks / reconstruct crossing surface (3 Sets of Tracks) $ 105,000.00 Repaving of Approaches and Areas between Tracks $ 15,000.00 Monitor and trim vegetation to improve visibility of warning system $ 1,400.00 Signage improvements $ 3,500.00 Pavement Markings $ 5,250.00 Grade crossing warning system $ 4,200.00 Fencing Along Rail Corridor *** $ - Total Estimated Initial Improvement Cost $ 134,350.00 Engineering Costs (Detailed Design and Contract Administration @ 15% $ 20,200.00 Contingencies @ 10% $ 14,400.00 Reassessment of Level Crossing Conditions for Whistle Cessation after Improvements $ 6,000.00 Flagging for Reassessment of Level Crossing Conditions for Whistle Cessation $ 1,250.00 CNR Peer Review of Whistle Cessation Report and Recommendations $ 5,000.00 HST @13% $ 23,556.00 Net Cost For Initial Actions $ 204,756.00 Rounded Total $ 205,000.00 Grand Total Both Level Crossings for Initial Actions for Whistle Cessation $ 430,000.00 *** Note that although rail corridor trespass has not been identified as an issue during this initial review the development that is proposed in the area may change this condition at which time fencing may be required to remedy and future trespass issues.