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2008/02/25 Fourth MEETING Monday, February 25, 2008 6:00 p.m. City Hall, Committee Room #2A & B 1 } Approval of the February 11, 2008 Community Services Minutes. 2) REPORTS: STAFF CONTACT: a) TS-2008-07 Corwin Avenue Traffic Operation Review Karl Dren b) TS-2008-08 Garner Road between Mountain Road and Warner Road -Speed Limit Review Karl Dren c) TS-2008-16 Royal Manor Drive at Windsor Crescent Intersection Control Review Karl Dren 3) NEW BUSINESS: .,~4) ADJOURNMENT: MINUTES OF COMMUNITY SERVICES COMMITTEE MEETING MONDAY, February 11, 2008, CITY HALL, ROOM 2 AT 4:00 P.M. PRESENT: Chair Councillor Carolynn loannoni Mayor Ted Salci, Councillors: Jim Diodati, Victor Pietrangelo (4:40 p.m.}, Bart Maves, Wayne Thomson, Janice Wing and Shirley Fisher ABSENT: Councillor Vince Kerrio, John MacDonald, Denyse Morrissey, Lee Smith STAFF: Ed Dujlovic, Ken Burden, Ken Beaman, Alex Herlovitch, Dean lorfida, Geoff Holman, Karl Dren, Todd Harrison, Serge Felicetti, Marianne Tikky- Secretary GUEST: Michael Patterson - 2066 Oakville Blvd., Oakville, ON, Don Jackson - 6770 Topaz Crescent, Hilary & John Ainslie - 6476 Huggins Street, Jo- Ann McAlpine - 7029 Paisley Avenue, Gord West - 5764 Hanan Avenue, Jim French - #7-6283 Cherrywood Road, Tom Richardson - 40 Queen Street, St. Catharines, Helen Antonio - 2819 Lalemant, John Harkness - 3336 Baker Crescent, Naresh Verma -Knights Inn, 6276 Main Street, David Jovanovic - 6417 Main Street, Kathleen Powell - Museum Manager -City of Niagara Falls. PRESS: Corey Larocque, Niagara Falls Review, Rob Lapensee, Niagara This Week MINUTES It was ORDERED on the motion of Councillor Fisher and seconded by Councillor Wing, that the January 28, 2008 minutes be approved as amended. F-2008-06, the motion was amended as follows; "That Councillor Bart Maves act on a voluntary basis as a liaison between staff and out of town bus operators to promote transit services." Motion: Carried Action: Recommendation submitted to Council 2008/02/11 REPORTS a) PD-2008-15 Appeal of Intention to Designate All Saints Anglican Church 5680 Robinson Street • Archdeacon Michael Patterson the executive officer of the Diocese who is speaking on behalf of the Bishop from the Anglican Church of Canada. Mr. Patterson advised that All Saints Church has a long and historic -2- history in Niagara Falls. The Diocese is seeking exemption of designation of the church pews so that the possibility of different kinds of ministries may use the building. An anonymous group wishing to occupy the church space wrote to the Diocese advising these types of buildings need configurable spaces so that the same space may be used for education on Saturdays and worship on Sundays. The letter further states, "that if we are constrained by the pews in the main portion of the building space we might not be able to utilize the space efficiently and effectively to accomplish our goals and to grow the church." Mr. Patterson summarized that if the diocese does not receive an exemption of the pew's designation then the opportunity for new ministries will be lost and the church will remain closed and become more of a museum. • Councillor Wing requested that Mr. Patterson define the terms goals, social justice ministry and relevant ministry in no uncertain terms. Mr. Patterson advised that the terms mean working with people with mental illness, working with street people and working with people living below the poverty line. Though there is not an overabundance of mentally ill and street people in the All Saints area, there is a considerable number of people living below the poverty line. • Councillor Wing does not see that this type of ministry fitting for the historic Drummondville area which is a few blocks from the Fallsview Tourist area and existing among stable residential neighbourhoods. As the 90 member congregation meets bi-monthly and performs mission work for the Anglican Church, Councillor Wing would like the parishioners to be able to worship in their church once again. • Mr. Richardson from Sullivan Mahoney Law Firm representing the Anglican Church of Canada in this matter advised that the Diocese is in agreement with staff's recommendations and find them a fair compromise. The Diocese does not intend to the sell the building but have the building used in a viable and socially responsible manner. The Diocese is prepared to keep some of the pews off to the side in perpetuity but does not feel that because the pews are original to the church that they warrant historical designation. Should the pews be designated with the building, then the reuse of this facility would be lost and the pews and interior of the building would sit there unused and unfiling. Mr. Richardson echoed that the use of the church rest with the Diocese. • Mrs. Hilary Ainslie advised that though rumored this was the first time the parishioners are hearing the future use of All Saints Church. Mrs. Ainslie further noted that the configuration of All Saints is a very narrow nave and not suitable for flexible seating. • John(Jock) Ainslie advised that All Saints Church has an active 90 member congregation. The Bishop advised the congregation in April 2007 that he would like to see the congregation worship at All Saints once again on a regular basis. The congregation has taken the closing of the church as temporary and continues to meet bi-monthly for fellowship and -3- continues to perform community work. When the church was closed, All Saints was the only Anglican Church in Niagara Falls that was increasing in number over the past two years. Mr. Ainslie noted a petition regarding the historical designation of the property received several thousand signatures from the residents of Niagara Falls and advised that the pews date back to 1857 and are original to the church. ' Mr. Patterson responded to Mr. Ainslie's remarks advising Committee that All Saints church was no longer a viable church and the Diocese though sympathetic to the parishioners has to make some tough choices. The Diocese would like to see the church used for a worship centre and help people in the community. It is the Diocese hope that a future use for the church can be found that is responsive to the needs of the community. • Councillor loannoni requested that Mr. Patterson clarify for Committee and the parishioners what the outcome would be should the pews be designated. Mr. Patterson advised that if the pews are not exempt from the designation the church would not be reopen. It was ORDERED on the motion of Councillor Pietrangelo and seconded by Councillor Diodati that the matter be deferred to allow the parishioners time to meet with the new Bishop. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 b) MW-2008-09 Morrison Street -Victoria Avenue to Stanley Avenue Detour Routing and Heavy Vehicle Restriction It was ORDERED on the motion of Councillor Thomson and seconded by Councillor Diodati; 1. That Morrison Street between Victoria Avenue and Stanley Avenue be the designated detour route for the duration of the construction, and, 2. That the existing "Heavy Vehicle" restriction currently in place on Morrison Street between Victoria Avenue and Stanley Avenue be eliminated during the closure of Bridge Street. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 c) MW-2008-12 Ontario Municipal Infrastructure Investment Initiative (MIII) Application for Funding Resolution Drummond Road Reconstruction Lundy's Lane to Murray Street It was ORDERED on the motion of Mayor Salci and seconded by Councillor Pietrangelo that the Drummond Road (Lundy's Lane-McLeod Road) Reconstruction Project be submitted for funding under the Ontario Municipal -4- Infrastructure Investment Initiative (MIII) and that the related by-law on the Council agenda be approved. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 d} TS-2008-06 Fallsview Tourist Area Traffic Count Comparison It was ORDERED on the motion of Councillor Wing and seconded by Councillor Thomson that a meeting be held with stakeholders and that Council be advised of the meeting date. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 e) MW-2008-14 Niagara Convention and Civic Centre It was ORDERED on the motion of Mayor Salci and seconded by Councillor Wing that; 1. The firm of MHPM Project Managers Inc. be awarded the Project Management assignment for the construction of the Niagara Convention and Civic Centre. 2. That the Mayor and City Clerk be authorized to execute the necessary agreement. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 3) NEW BUSINESS: It was ORDERED on the motion of Councillor Thomson and seconded by Mayor Salci that the previous Council's position on Region representation be brought back for Council's consideration. Motion: Carried Action: Recommendation submitted to Council 2008/02/11 It was ORDERED on the motion of Councillor Thomson and seconded by Mayor Salci that; 1. Staff prepare a proposal outlining the strongest and best options, of the vast possibilities for land on which to build a centralized police headquarters in our City. 2. That staff investigate the possibility of private and City owned land opportunities in order to strengthen the case for our City as the best location for a centralized police service. -5- Motion: Carried Action: Recommendation submitted to Council 2008/02/11 ADJOURNMENT It was ORDERED on the motion of Councillor Maves and seconded by Councillor Pietrangelo that the regular meeting of the Community Services Committee be adjourned at 6:05 p.m. and enter into an In-Camera Session. Motion: Carried February 25, 2008 TS-2008-07 • Nla ara ails cr~N~n,~ Councillor Carolynn loannoni, Chair and Members of the Community Services Committee City of Niagara Falls, Ontario Members: Re: TS-2008-07 Corwin Avenue Traffic Operations Review RECOMMENDATION: That the following report be received for the information of Committee. BACKGROUND: Further to report MW-2007-95 (Corwin Avenue -Traffic Operations Review), City Council directed staff to investigate the extent of cut-through traffic using the neighbourhood streets. The request originated as a result of the opening of the Parts Source retail store located on the southwest corner of Lundy's Lane and Corwin Avenue. Two studies were carried out to assess traffic patterns in the area. The objective of one study (Study 1) was to determine the number of motorists using the local streets that do not have either an origin or destination in the study area. These motorists are considered as "cut-through" traffic. The second study (Study 2) examined the number of motorists entering the Part Source Corwin Avenue access. These motorists are not considered as "cut-through" traffic. The data provides information as to the direction Part Source patrons are coming from, including through the neighbourhood. Study 1: The study was completed during the morning, midday, and afternoon peak periods which normally carry the highest traffic volumes during the day. In the average hour, 44 vehicles were recorded on Corwin Avenue between Lundy's Lane and Spence Street, of which six (6}vehicles were determined to be strictly using the road to avoid the Dorchester Road and Lundy's Lane intersection. These are considered to be "cut-through." The most prevalent route for "cut-through" traffic was northbound on Dorchester Road turning right onto Barker Community Services Department ~i~l. ~ Transportation Services Working Together to Serve Our Community ` •.r G .n. . i • •1 • . s ~ r February 25, 2008 - 2 - TS-2008-07 Street or Spence Street and then proceeded north on Corwin Avenue. Then motorists completed a right turn onto Lundy's Lane. This route is shown by the green line on the attached study area drawing. An average of 2.5 motorists per hour completed this movement. Another route consisted of eastbound traffic on Lundy's Lane carrying out a right turn onto Corwin Avenue, then proceeding south to either Spence Street or Barker Street, then carrying out a left turn to continue south onto Dorchester Road. This is denoted by the blue line on the drawing. It is presumed that these drivers exited one of the commercial properties on Lundy's Lane between Dorchester Road and Corwin Avenue. Instead of attempting a left turn onto Lundy's .Lane and then onto Dorchester Road, drivers proceeded to turn right on Lundy's Lane followed by a second right turn onto Corwin Avenue. An average of 1.5 motorists per hour completed this movement. Various other "cut-through" patterns combined to accountforthe remaining two (2) vehicles per hour average. Study 2: The second study determined the number of Parts Source patrons utilizing Corwin Avenue via Barker Street and Spence Street. These motorists are not referred to as `cut-through' as they have a destination in the study area. Over aneight-hour period, an average of nine (9) vehicles per hour used the Corwin Avenue driveway to the Parts Source outlet. Two- . thirds, six (6}vehicles per hour, of all customers using the Corwin Avenue driveway actually came from or proceeded toward Lundy's Lane and did not filter through the neighbourhood. An average of two (2) vehicles per hour were observed to arrive at or leave the Part Source store using the Corwin Avenue access and further use either Barker Street or Spence Street. It may be assumed that these motorists originated from, or continued on to Dorchester Road. An average of one (1) vehicle per hour was noted to continue in a southbound direction on Corwin Avenue presumably with their destination within the neighbourhood. Study Summary: I, The data collected identifies that approximately six (6) vehicles per hour cut-through to avoid the Dorchester Road and Lundy's Lane intersection. This volume cannot be attributed to traffic generated by the Part Source store. Approximately three (3) vehicles per hour arrive at or leave the Part Source store using the Corwin Avenue access and turn to/from the south via Corwin Avenue. These vehicles are directly attributed to traffic generated by the Part Source store. General Information regarding Traffic Volumes: Existing traffic volumes on Corwin Avenue abutting the residential zone has stayed fairly consistent with the traffic volumes. The 24-hour volumes recorded on Corwin Avenue were: 639 vehicles in 2005 635 vehicles in 2006 619 vehicles in 2007 (after the opening of the Parts Source) with a peak hour volume of 76 vehicles February 25, 2008 - 3 - TS-2008-07 Therefore, the perceived increase in traffic volume as a result of the new development on Corwin Avenue has not been supported. The 24-hour volume recorded on Spence Street was: 350 vehicles in 2007 with a peak hour volume of 30 vehicles For comparison, traffic data was collected on Franklin Avenue between Lundy's Lane and Ker Street in .2007. Franklin Avenue is the first road west of Drummond Road that leads into this neighbourhood and is flanked by .commercial properties on both sides. The 24-hour volumes recorded on Franklin Avenue were: 2,100 vehicles in 2007 with a peak hour volume of 240 vehicles Similar traffic numbers were collected inmid-October. Franklin Avenue experiences more than three times the amount of traffic than that of Corwin Avenue. Both roads are residential collectors within the same neighbourhood that extends south from Lundy's Lane. Whenever a neighbourhood is designed in a grid pattern, some cut-through traffic maybe expected. In this case the cut-through volumes on Corwin Avenue are not significant. A typical residential road can accommodate 500-800 vehicles per hour and operate at an acceptable level or service. Traffic Speed: Traffic calming has typically been installed in response to a speeding concern. Speed data collected during the previous summer on Corwin Avenue identified operating speeds below 'I the 50-km/h speed limit. Future Improvements: The approved Dorchester Road Environmental Assessment identifies an expansion of Dorchester Road to five lanes north of Spence Street. The additional intersection capacity will assist in improving the level of service at the intersection and reduce cut-through traffic. In the meantime, Staff will request the Niagara Region to optimize the signal timings at Lundy's Lane and Dorchester Road in an attempt to reduce northbound queues that may be attributable to cut-throu h traffic. g In conclusion, a small number of vehicles cut-through using Corwin Avenue (six vehicles on average per hour), but those cannot be attributed to the Part Source store. Patrons arriving at the Part Source store generally arrive via Lundy's Lane. A small number (three vehicles per hour) arrives/leaves via Corwin Avenue based on an 8-hour period. Given the grid pattern of the subdivision, it is common to have some cut-through traffic. The intersections within the neighbourhood are operating at acceptable levels of service, and a collision problem has not been noted on any of the road sections or intersections within the area. Therefore, based on the information, there is no evidence to indicate that additional traffic control measures are warranted at this time, and therefore, no further action required. February 25, 2008 - 4 - TS-2008-07 Recommended b .g Y Karl Dren, Director of Transportation Services .j Approved by: Ed Dujlovic, ec tive Director of Community Services Respectfully submitted "John MacDonald, Chief Administrative Officer John Grubich S;IGeneral AdministrationlGA 1.01 Reports12008 Community Services102 Feb 251TS-2008-07 Corwin Avenue -Traffic Operations Review.wpd l - - m` a S C. fi`b' ~ x ft' k ti f F ~ A - O 4 Y ~ S q~* y. 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Councillor Carolynn loannoni, Chair and Members of the Community Services Committee City of Niagara Falls, Ontario Members: Re: TS-2008-08 Garner Road between Mountain Road and Warner Road Speed Limit Review RECOMMENDATION: That the existing 80 km/h speed limit on Garner Road between Mountain Road and a point 350 metres south of Warner Road be reduced to 60 km/h. BACKGROUND: Staff has conducted a review of the existing speed limit on Garner Road between Mountain Road and Warner Road. The concern stems from the difficulty motorists have exiting driveways given the rolling terrain on Garner Road and the speed at which motorists are travelling. Garner Road is an arterial roadway, 7.5 metres in width with a gravel shoulder and ditch on both sides. Garner Road has a speed limit of 80 km/h, with the exception of a section between Warner Road and a point 350 metres to the south of Warner Road on which the maximum legal speed. limit is 60 km/h. The roadway contains a "chip and tar" surface. This section of Garner Road carries approximately 300 vehicles per day. This may be due to the fact that Niagara-on-the-Lake bound motorists would most likely travel west on Mountain Road to Taylor Road. This section of Garner Road is relatively straight but contains two vertical curves. In the northbound direction the elevation descends for approximately 100 metres, from a point approximately 260 metres north of Mountain Road. Field investigations identify multiple accesses to the predominantly agricultural properties abutting Garner Road. This area is also flanked by thick foliage on either side. To forewarn motorists of possible conflicts with homeowners exiting their property, "Hidden Driveway" warning signs are present in both directions on this hill, advising motorists to proceed with caution. Another descent in elevation begins at the existing railroad tracks located 100 metres south of Warner Road. Warning signs are present to forewarn motorists of the sharp change in elevation approaching the rail crossing, with 10 km/h advisory speed tabs posted suggesting the safe crossing speed. A review of this incline has also taken place in the past, warranting the Community Services Department a L._. ~ ' Working Together to Serve Our Community Transportation Services I ~ i f ~ r February 25, 2008 - 2 - TS-2008-08 60 km/h speed limit reduction as a safety concern was raised due to northbound vehicles losing control. Light standards are present at irregular intervals to illuminate the road surface. A collision review has been conducted for the previous three-year period. The review revealed that a collision problem does not exist, as no collisions .have been reported in the study area. A speed limit review was carried out to determine whether the current speed limit on the study section of Garner Road, complements the roadway design. Factors used to determine the appropriate speed limit includes .the roadway classification and design speed, operating speed, road surface, roadway cross-sectional elements (shoulders, sidewalks, etc.), surrounding land uses, roadway alignment, traffic volumes, collision history, level of pedestrian activity, number of driveways and length of section under study. The results reveal that the maximum speed limit on the roadway should be 60 km/h. Based on the results obtained it is recommended that the existing speed limit of 80 km/h on Garner Road between Mountain Road and a point 350 metres south of Warner Road, be reduced to 60 km/h. This will match the 60 km/h zone at the northerly 350 metre segment of Garner Road. The Niagara Regional Police will be advised of this change. Recommended b ~ ~1 Y Karl Dren, Dir ctor of Transportation Services Approved by: Ed Dujlovic, Executive Director of Community Services Respectfully submitted: John Mac Wald, Chief Administrative Officer B. Skiba S:1General AdministrationlGA 1.01 Reports12008 Community Services\02 Feb 251TS-2008-08 Garner Road between Mountain Road and Warner Road- Speed Limit Review.wpd - O y ~ - _ ~ ~4 4 l ~ { - ~i y t yJ 1::~i O O 'SFK ~ Inti9 ry ~~f ,.r. - A its - - - h - - ~ e A6.g r ~ I V ~ hip FAA, n - _ Y'. i. >i'. ~ ~ y. a ~ ' ~ ,I~la~ _ ~ - ~ _ + F 'N." ; i 1'i . ~ - _ i I, i t -'r rf ~ j ~ 4 y xl ¦ - ~ -~zv h' R1 ~p ~ ~ _ - y V~ ~ Q - o c„ ~ ~ ~ ~ 3 ~ ~ 1 ~ _ (D y ~ ~ .Iw r- ~ - , x.:34 ~ 't I ~{J ~i ry. L ~ J~ ~~I ~ ~tt ~ 1 1 ~ Y~ ~ S~ ~ F r s ' - r~ M J ~r (A,) February 25, 2008 TS-2008-16 Nia ara all g s c~N~t~~ Councillor Carolynn loannoni, Chair and Members of the Community Services Committee City of Niagara Falls, Ontario Members: Re: TS-2008-16 Royal Manor Drive at_ Windsor Crescent (East Intersection) Intersection Control Review RECOMMENDATIONS: 1. That a stop sign be installed at the intersection of Royal Manor Drive at Windsor Crescent (east intersection) facing northbound motorists. 2. That the Niagara Regional Police provide enforcement of the 50 km/h speed limit on Royal Manor Drive, when resources permit. 3. That staff undertake follow-up speed studies in 6 months to determine the effectiveness of Police enforcement. BACKGROUND: In reply to a request from a resident pertaining to the intersection of Royal Manor Drive and Windsor Crescent (east intersection), Staff. has carried out a review to determine the appropriate control at this intersection. In addition, concerns were expressed with the speed of traffic on Royal Manor Drive, the need for signs to identify children playing and the presence of school bus activity in the area. Royal Manor Drive is a local residential roadway that extends between Dorchester Road and Lundy's Lane. In the study area, Royal Manor Drive is approximately 7 metres in width, consisting of a grass boulevard and a sidewalk on the south side only. Numerous horizontal curves are present throughout the length of Royal Manor Drive. Light standards are present on the south side providing illumination for motorists during nighttime conditions. Heavy vehicles are prohibited on Royal Manor Drive. Windsor Crescent is a .local roadway, 400 metres in length which intersects with Royal Manor Drive twice. The roadway is approximately 7 metres in width. There are no sidewalks or curbs present on either side of the roadway (a sidewalk for the west side of Windsor Crescent has been budgeted for in the 2008 Municipal. Works Operating Budget). The study intersection is uncontrolled. Community Services Department Transportation Services ~ Y Working Together to Serve Dur Community February 25, 2008 TS-2008-16 -2- Speed studies were conducted to determine the speed of motorists on Royal Manor Drive. Manual speed studies reveal that on Royal Manor Drive between Windsor Crescent (east intersection) and Dorchester Road the 85th percentile speed, the speed at which the majority of motorists travel at or below was 55km/h during the off peak period and 60krri/h during the pm peak period. Given the 50 km/h speed the Niagara Regional Police have been requested •to provide enforcement. A three-year collision review reveals that a collision problem does not exist at the study intersection as no collisions were reported. On Royal Manor Drive between the eastern and western junctions of Windsor Crescent, three collisions -were noted in the previous three-year period. All collisions involved a single motor vehicle, two of which occurred during adverse weather conditions and the other for undetermined reasons. Additionally, one collision was reported on Royal Manor Drive between Windsor Crescent (east intersection) and Dorchester Road, involving approaching vehicles also during adverse weather conditions. It is the onus of the motorist to adjust their speed during inclement road conditions. Technical studies have been carried out at this intersection to determine whether a yield or stop control is required. Study results indicate that a stop control is warranted at the intersection. The visibility triangle requirement for an uncontrolled intersection is not met thus warranting the stop control. This is common in developed residential areas with buildings and fencing normally constructed within the visibility clear zone. This triangle is intended to provide motorists with sufficient visibility to view approaching vehicles and therefore be able to react appropriately. From the proposed stop location on Windsor Crescent (east intersection}, a visibility study revealed that motorists are provided with the minimum required visibility of 125 metres to the east and west when observing traffic at the intersection. Staff reviewed the warrants for "Children at Play" signs. These signs are placed in advance of designated park locations where children may be encountered. As no parks are present within the study area boundary, these signs are not warranted. "School bus stop ahead" signs are considered in locations with limited sight distances. Although Royal Manor Drive curves slightly at Windsor Crescent (east intersection), the minimum stopping sight distance requirement is fulfilled throughout for motorists travelling in both directions. School buses are equipped with flashing beacons and extendable stop arms that are activated as occupants embark and alight the vehicle. Motorists are required by law to stop for the school bus stop sign. Based on the above information it is recommended that a stop sign be installed at the intersection of Royal Manor Drive at Windsor Crescent (east .intersection) facing northbound motorists. February 25, 2008 TS-2008-16 -3- Recommended by: Karl Dren, Dire for of Transportation Serv-ices Approved by: Ed Dujlovic, Exec a Director of Community Services Respectfully submitted: ~John MacDonald, Chief Administrative Officer Bart Skiba S:1General AdministrationlGA 1.01 Reports12008 Community Services102 Feb 251TS-2008-16 Royal Manor Drive @ Windsor Crescent - Intersection Control Review.wpd o, F ~ s , s. „ S 7 ~ r~ ~ " 1.... ! c. 1o L i ~ ~ s £ £ah ~ 3 ~ • ~ i~Y i `A ~ "K ' S '£dS S~~ ,£~i.~~ ~ s" ~ea:.T~ is ~g~~~'~s ~5 ~ , ~ Y yl;. ~ . ~o I n ; ii s °as ~ O y J L .1. 3 ti St ~ . 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