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1999-047 To Adopt Roadway Service StandardsBY-LAW NO. 99-47 Being a By-law to adopt Roadway Service Standards WHEREAS the Municipal Act, R.S.O. 1990, Chapter M.45, Section 261, as amended, provides that all allowances for roads made by the Crown surveyors, all highways laid out or established under the authority of any statute, all roads on which public money has been spent for opening them or on which statute labour has been usually performed, all roads passing through Indian lands, all roads dedicated by the owner of the land to public use, and all alterations and deviations of and all bridges over any such allowance for road, highway or road, are common and public highways; AND WHEREAS Section 263 of the said Municipal Act provides that except where jurisdiction over them is expressly conferred upon another council, the council of every municipality has jurisdiction over all highways and bridges within the municipality; AND WHEREAS Council of the Township of Oro-Medonte deem it appropriate to establish roadway service standards over all highways within the municipality over which jurisdiction applies; NOW THEREFORE Council of The Corporation of the Township of Oro-Medonte enacts as follows: 1. That the Roadway Service Standards attached as Schedule "A" shall be the Roadway Service Standards of the Township of Oro-Medonte. 2. That this By-law shall come into force and take effect on the final passing thereof. Read a first and second time this 5th day of May, 1999. Read a third time and finally passed this 19th day of August, 1999. THE CORPORATION OF THE TOWNSHIP OF ORO-MEDONTE Mayor, Ian Beard Acting 0 J L' F u n L 1� i r1 j i u TABLE OF CONTENTS Page Class 1 Road Description 2 3 Class 2 Road Description 4 Class 3 Road Description 5 Class 4 Road Description 6 Ditching 6 Brushing 8 Culvert Maintenance or Replacement 9 Hardtop or Bituminous Surface Repairs or Resurfacing 19 Gravel Surfaces Repairs or Resurfacing Dust Control 12 13 Guide Rails 14 Road Sign Maintenance 16 Roadway Sweeping 1 6 Rural Entrances 18 Weed Spraying and Grass Mowing 19 Bridge Inspection and Cleaning 22 Mail Box Replacement 23 Winter Maintenance 26 Patrol 27 Frost Heave 28 Travel Speed Roadway Classification APPENDIX n a 64 ROADWAY SERVICE STANDARDS Description: Class 1 Roads Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: To provide consistent road maintenance to all roads that have been designated as Class 1. Class 1 roads are roads that have top priority for maintenance activities. These roads have a higher traffic load and usually have a surface treated or asphalt surface. Maintenance activities will be completed on Class 1 roads prior to other classes of road or exclusively in procedures such as weekend snow removal. Maintenance activities shall include all summer maintenance procedures as well as snow removal procedures as listed in the following road maintenance standards. Class 1 roads will be given priority over all other classes of roads during maintenance procedures within the Township or within the specific maintenance areas. LEVEL OF SERVICE: See specific Road Maintenance Standards for level of service on Class 1 Roads. 4 it Ll ROADWAY SERVICE STANDARDS Description: Class 2 Roads Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: To provide consistent road maintenance to roads that have been designated as Class 2 Roads. Class 2 Roads are generally lower traffic volume roads, with varying surface type and speed limits. Summer and winter road maintenance activities will be performed on Class 2 roads after all Class l road maintenance is complete in either the specific maintenance area or the entire Township. LEVEL OF SERVICE: See specific Road Maintenance Standards for level of service on Class 2 Roads. 3 f, rl 1. ROADWAY SERVICE STANDARDS Description: Class 3 Roads Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: consistent maintenance procedures to all roads that have been designated as Class 3 To provide c p Roads. Class 3 roads are roads that are low priority for maintenance activities. These road are generally low volume roads with gravel surfaces or are "Dead -end" roads. Class 3 roads will receive maintenance activities after Class 1 and 2 roads have been completed in the designated area. LEVEL OF SERVICE: See specific Road Maintenance Standards for level of service on Class 3 Roads. 4 fl I 11 C Ll ROADWAY SERVICE STANDARDS Description: Class 4 Roads Date: 99/05/31 Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: Effective Date: Revision Number: 99/01/01 To provide consistent summer maintenance services to roads that have been designated as Class 4. Class 4 roads are roads that have not been assumed by the Municipality. These roads are either unassumed Concession roads or roads within a plan of subdivision that do not meet Township roadway specifications. These subdivision roads may have residential or commercial occupancy but the developer has ceased to maintain or complete the necessary roadwork. Summer maintenance shall include the following services - gravel resurfacing, grading, signage, grass mowing, brushing, ditching, and shouldering. LEVEL OF SERVICE: No winter maintenance operations will be performed on Class 4 roads. The roadway surface will be left as either natural existing earth or a pit run / granular surface may be placed at the discretion of the road authority. A minimum width of 11 feet or one lane width will be maintained. Potholes or washouts shall be graded or filled in when they are greater than 6 inches (150mm) in depth and have a minimum diameter of 24 inches (600mm), or at the discretion of the road authority. Brushin g will be maintained to achieve a minimum of 11 feet (3.3m) of horizontal clearance and a minimum of 13 feet (4m) of vertical clearance. Ditches will be maintained to allow surface water to be removed from the roadway surface. In situations were a watercourse naturally crosses the roadway, a culvert will be installed, if the roadbed is not draining properly. fl u `1 0 n ROADWAY SERVICE STANDARDS Description: DITCHING Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To prevent damage to the road caused by excessive water saturating the road base. To maintain the drainage system in order to remove surface water within the road allowance. To prevent erosion to the travelled road or shoulders. Roadside ditches are strictly for the sole purpose of draining the municipal right -of -way. LEVEL OF SERVICE: • Obstructions in ditch line causing 4" (100 mm) of road runoff in urban areas and 6" (150 mm) of road runoff in rural areas for more than 2 consecutive weeks shall be removed as soon as possible. • Ditches ideally will have uniform fall. Wherever possible, sideslopes shall be a minimum of 2:1 slope and the centerline of the ditch shall be 18" (500 mm) below the crown of the road surface. • Ditches shall be constructed as to direct water to a suitable outlet. • A uniform shoulder width of 39" (lm) minimum shall be maintained from road edge to edge of front slope where possible. • Ditch outlets or portions of ditch that are subject to erosion will be treated with sod, straw ' mat or rip rap stone. • Surplus ditch material shall be disposed of in an approved manner at the time of removal. • Restoration will occur to return ditch to previous condition. Sod will only be placed in areas where the property owner, previous to ditching operations, conducted ditch maintenance including cutting and weed control. 6 ROADWAY SERVICE STANDARDS Description: BRUSHING Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To achieve a reasonable clear -cut right -of -way, to accommodate traffic, the installation of signs, utilities and drainage as well as snow storage and also to maintain stable side slopes. To maintain safe sight distance. To ensure safety to the public by removing dead limbs or problem trees. To reduce equipment damage when performing maintenance on municipal roads. To maintain the desired vertical clearance on all municipal roads of 6 meters. To maintain the desired horizontal clearance on all municipal roads of 6 meters from the centerline in both directions. LEVEL OF SERVICE: • Dangerous trees and limbs on the right -or -way presenting a hazard to vehicles or ' pedestrians shall be removed. • Brush growing in such a manner that restricts drainage or sight vision shall be removed. • Brush catching snow and forming drifts on the travelled road shall be removed. ' • Trees that are trimmed shall be done in such a manner as to preserve their natural state. • Stumps and brush removed will be disposed of at an approved site or disposed of on site as soon as possible. • Permission must be obtained before entering onto private property to remove limbs encroaching on municipal property. • Property owners will be notified prior to brushing operations with an official notice. L 7 F NOTICE: BRUSHING OPERA TION TO COM MENCE the Brushing operations will commence on the above � h the following Township po icy. allowance abutting your property in accordance TREE CUTTING OF ROAD ALLOW ANCE Road allowance under the authority of the Township of Oro - Medonte is required for the use of traffic, drainage, utilities ' and adjacent land use. To achieve a reasonable clear right -of -way to accommodate traffic volume, the road allowances must be cleared of all encumbrances. This includes clearance both horizontally and vertically, signs, utilities and drainage, as well as sufficient area to store snow and maintain stable side slopes. Body wood found suitable for fuel or log shall be left on the road allowance for the general public to obtain. The Township will attempt to manage all remaining encumbrances. Box 100 Oro, Ontario LOL 2X0 Telephone (705) 487 -2171 Fax (705) 487 -0133 Also, please make note that the date mentioned above is an approximate start time only. Scheduled brushing or tree removal will k place in nter /time permits. months after snow plowing and sanding operations ha s e For further information, please contact the Oro - Medonte Public Works Department, k Ball, Road Superintendent @ (705) 487 -6499, and I thank you for your cooperation. � 7_1 it it it 1i I I 0 7 L L � I ROADWAY SERVICE STANDARDS Description: CULVERT MAINTENANCE OR REPLACEMENT Page: I of I Scope: ROAD DEPARTMENT OBJECTIVES: Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 To conduct the free flow of road water in roadside ditches and through roadway cross culverts. To maintain a safe access to the public street for the users of an approved entranceway that has been assumed for municipal maintenance. LEVEL OF SERVICE: • Broken or damaged culverts shall be noted and scheduled for repairs or replacement when practical. • Damaged inlets and outlets of culverts shall be repaired to allow for maximum flow as time permits. • Culverts shall be kept reasonably free of debris and functioning properly to support the design ditch capacity. • The maintenance of hard surface on an entranceway shall be the responsibility of the property owner whose property it services. • Existing headwalls will not be replaced unless they have been damaged by the municipality or at the discretion of the Road Superintendent or area Foreman. • Driveway culverts shall be replaced when frost heaving has caused the culvert to be raised 6" or more. • The restoration of hard surface driveways shall be the responsibility of the Municipality in cases where the Municipality has replaced the underlying culvert. Hard surface driveways will be returned to their pre - construction condition and width. RESPONSE TIME: Excessive cracking or deformation of the culvert since the last inspection shall be responded to immediately for all classes. This response shall involve inspection by a qualified person who shall determine the urgency of signing, repair or the permissible load carrying capacity. 8 r 7 11 J ROADWAY SERVICE STANDARDS Description: HAR TOP OR BIT MINOUS SU ACES REPAIRS OR ESURFACING Page: 1 of 1 ROAD DEPARTMENT OBJECTIVES: Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 To provide a smooth riding surface, free from defects. To eliminate hazards to vehicular traffic. To protect the investment in the road surface. LEVEL OF SERVICE: • Depressions, bumps or pot holes with a maximum depth of 5 cm (2 or 3 ") or greater than a minimum diameter of 12" (300 mm) shall be repaired with coldmix, when occurring at bridge approaches, catch basins, manholes or the road surface in general. Broken pavement or ravelled areas shall be repaired as time permits. • Excessive alligator cracking of the hard surface shall be spray patched or when the majority of the surface is deteriorated and it becomes too great, the road shall be completely resurfaced as determined by the Road Authority. • Loose gravel or sand on bituminous hard surface roads shall be removed or swept off to the shoulder as soon as possible. RESPONSE TIME: Pothole Repair Class Depth Response Time 1 6cm 1 week 2 8cm 2 weeks 3 8 cm 1 month IF `1 u i 0 I ROADWAY SERVICE STANDARDS Description: GRAVEL SURFACES REPAIRS OR RESURFACING I Page: 1 of 2 Scope: ROAD DEPARTMENT OBJECTIVES: Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 To provide a smooth, safe riding surface, free from defects. To eliminate hazards to vehicular traffic. To protect the investment in the road surface. LEVEL OF SERVICE: • Road will be graded when potholes exist that are greater than 3" (75 mm) in depth and with a minimum diameter of 12" (300 mm) producing a poor riding condition, or at the discretion of the foreman. o When 25% or less of the road section, meets the above condition, the road shall be spot graded as soon as possible. o When washboard exists, that section shall be graded as soon as possible or within the specified response time. o When soft or muddy spots appear on the road surface, they shall be signed according to the Uniform Manual of Traffic Control Devices with gravel added or graded as time permits, and at the discretion of the Road Authority. • Gravel resurfacing shall be conducted when the road surface becomes soft or muddy conditions prevail. o Gravel resurfacing shall be conducted when it becomes difficult to maintain a smooth riding surface and calcium application disappears as the result of insufficient fines in the gravel surface. 10 it l 11 ROADWAY SERVICE STANDARDS Description: GRAVEL SURFACES Date: Effective Date: Revision REPAIRS OR Number: RESURFACING 99/05/31 99/01/01 1 Page: 2 of 2 Scope: ROAD DEPARTMENT RESPONSE TIME: Potholes Class 1 2 3 Washboarding Class 1 3 Specified Depth < 6 cm < 8 cm < 8 cm Response Time 2 weeks 1 month 1 month it Response Time 7 days 2 weeks 1 month C 1 ROADWAY SERVICE STANDARDS Description: DUST CONTROL Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To eliminate hazardous driving conditions caused by reduced visibility due to dust. To prevent the premature loss of fines from the road surface. To aid in compaction of recently resurfaced roads. LEVEL OF SERVICE: • All gravel road allowances between concessions will be sprayed at least once per annum. • All dead end gravel roads will be considered for dust control procedures every second year. • Gravel roads with an AADT count of 300 or greater will be sprayed solid, as well as sections of road where residential housing is numerous or at the discretion of the Road Authority. • Commencing mid -May roads will be graded 2 -3 times to achieve proper crossfall. • Fall grading will begin September 1, as weather permits or at the discretion of the road authority. RESPONSE TIME: When sight distance is reduced to less than the specified distance due to air borne dust, dust abatement shall be undertaken within the specified response time. Class Sight Distance Response Time 1 100 in 2 months 2 100 m 2 months 3 100 m 2 months 12 �1 1 1 1 1 1 1 1 1 1 1 1 1 11 I� ROADWAY SERVICE STANDARDS Description: GUIDE RAILS Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To ensure safe traffic flow along the Municipal right -of -ways. To redirect errant vehicles leaving the travelled portion of the roadway in such a manner that hazards to other vehicles or Township property is minimized. LEVEL OF SERVICE DURING RE- CONSTRUCTION: • During reconstruction, guide rails shall be constructed in areas were the vertical drop from the edge of the travelled road is equal to or greater than 3m (10 ft). • Priority shall be given to the construction of guide rails in locations where a significant number of vehicles have left the travelled portion of the roadway and encountered a vertical drop with a hazardous condition such as a water course or heavily treed area. RESPONSE TIME: Existing guide rails that pose a hazard shall be replaced within the given response time. Class Response Time 1 12 months 2 24 months 3 36 months 13 t: Description: ROAD SIGN Date: Effective Date: Revision MAINTENANCE Number: 99/05/31 99/01/01 1 Page: 1 of 2 Scope: ROAD DEPARTMENT OBJECTIVES: To ensure the safety of vehicular and pedestrian traffic. LEVEL OF SERVICE: • Signs shall be inventoried annually to ensure structural soundness and reflectivity. • New signs shall be in compliance with the Uniform Manual of Traffic Control Devices and shall be placed according to the diagram shown below • Temporary signs shall be placed using "T" bar posts or delineator stands. (i.e., bumps, load restrictions, washouts, etc.) i 0 10 -15r+ i Roadway 14 Height: 1.5 to 2.5n from the pavement surface to the bOttUm Of the sign 1 1 1 1 1 1 1 1 1 1 1 ROADWAY SERVICE STANDARDS Description: ROAD SIGN Date: Effective Date: Revision MAINTENANCE Number: 99/05/31 99/01/01 1 Page: 2 of 2 11 Scope: ROAD DEPARTMENT RESPONSE TIME: Regulatory or Warning signs that are damaged shall be repaired within the given response times. CLASS STOP, YIELD, ONE WAY AND DO NOT ENTER SIGNS ALL OTHER REGULATORY SIGNS WARNING SIGNS 1 Immediate I month 6 months 2 Immediate I month 6 months 3 Immediate I month 6 months Regulatory Signs: Stop, Yield, Speed, Weight Limit Control, Parking Prohibited, Truck Control and School Bus Loading Zone Warning Signs: Curve, Checkerboard, Bump, Winding Road, Intersection, Steep Hill, Narrow Structure, Stop Sign Ahead, School Area and Crossings, Railway Advance, Playground Advance, Truck Entrance, and No Exit 15 q Ir L1 ROADWAY SERVICE STANDARDS Description: ROADWAY SWEEPING Date: 99/05/31 11 Page: 1 of 1 11 Scope: ROAD DEPARTMENT OBJECTIVES: Effective Date: Revision Number: 99/01 /01 1 To remove sand and salt or combinations there of, from hard topped roadway surfaces, in order to prevent deterioration of such surfaces, ponding of water and to allow for normal traction for vehicular movement. LEVEL OF SERVICE: • Sweeping will be conducted in the spring of each year as weather permits. • Sweeping will be performed in subdivisions, at intersections, in built up areas and where sand has accumulated to such a degree as to cause ponding of water on the road surface. • Sand will be swept onto the shoulder of the road where possible or it will be picked up and returned to winter sand storage for reuse in the fall. • Sweeping will be done in conjunction with hard top shouldering when possible. RESPONSE TIME: Weather conditions must be compatible with contractors availability. 16 u 0 0 n C1 J 0 ROADWAY SERVICE STANDARDS Description: RURAL ENTRANCES Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To provide homeowners with a specific set of standards for entrances, in order to preserve entrance sight lines, maintainability of the roadway and the aesthetics of the Municipality. To ensure that drainage is not obstructed by the addition of an entrance or changes made to an existing entrance. LEVEL OF SERVICE: • The sight Lines from a driveway entering onto a travelled portion of the right of way shall conform to MTO Geometric Design standards. • The culvert for the entrance shall be of appropriate size as determined by the Road Superintendent or his designated representative. • Entrances shall comply with OPSD - 301.01, OPSD - 301.02 and the Township engineering standard called "Entranceway Detail" (see attached). • Endwall protection shall lie below the elevation of the edge of roadway surface and shall be atleast 5 m (16 ft) from the centerline of the road. • All new entrances and changes to existing entrances shall require an entrance permit. 17 I� E rt Entrance i_ Additional 600 mm width required when guide rail is installed 5.0 — I A PLAN Sh Pavt and 5.0 Rnd 6% —+— 3 SECTION A —A NOTES: I Radius to be 8.0 m when entrance is used for farm equipment. A Desirable entrance configuration, when constraints permit. Desirable maximum gradient: 6% for residential entrances, and 10% for farm and field entrances. B All dimensions are in millimetres or metres unless otherwise shown. RURAL ENTRANCES TO ROADS ON FILL • Exist entrance grade Date OP SD . • r, 1 13 PLAN Pavt R dd'T• 5. 1.5 1.5+j 17 i I _ � .,, SECTION A -A NOTES: I Radius to be 8.0 m when entrance is used for form equipment. A Desirable entrance configuration, when constraints permit. Desirable maximum gradient: 6% for residential entrances, and 10% for farm and field entrances. B All dimensions are in metres unless otherwise shown. RURAL ENTRANCES TO ROADS IN EARTH CUT i Ditch c E E 0 i CTION B -B of ditch Exist entrance grade` Date 1990 04 02 I Rev 2 Date OPSD - 301.02 EDGE OF ROAD to AIN. i —' "1fiN I CORNER LOT S T R E E T �,—I/ CULVERT 15.Om MIN. - I CORNER OF INTERSECTION , REGULAR ( CORNER LOT LOT - DISTANCES SHOWN ARE MINIMUM DISTANCES FROM PROPERTY LINE. - A MINIMUM OF 1.5 metres MUST BE MAINTAINED FROM THE FACE OF ANY UTILITY. RURAL TYPE ROAD EDGE OF A ROAD CULVERT DRIVEWAY PROPERTY LINE A' PLAN VIEW NOTE FOR SECTION 'A' -'A' REFER TO DWG. No. 89- STD - OWY2 MATERIAL - STANDARD GALVANIZED CORRUGATED PIPE. - SPIRALLY CORRUGATED PIPE. - PLASTIC CORRUGATED PIPE. MIN.SIZE - 4OOmm DIAMETER MIN. LENGTH - 7.0 METRES MIN.THICKNESS - 1.6 mm CULVERT BEDDING - MUST BE FREE OF TOPSOIL WITH A MINIMUM OF IOOmm GRANULAR FILL. I- W ltl Q: I- N MINIMUM �450mm GRAN. 'A' 250mm COVER END r1 ,MAX I *I WALL _ I I Flit CULVERT I ( I i0Omm GRANULAR FILL SECTION I8' -'a' ENTRANCEWAY DETAIL A. M. L. DATE: OWG. No. JULY 1989 Y. J. C. IS- C-AAL-E- : I 89- STD - DWY 1 li J 1 Lm AT -GRADE INTERSECTIONS Two -lane Highway SIGHT DISTANCE Design Approach Visibility Triangle: X & Y Speed Distance 'a' on based on 3 s Highway Right of Way (m) Highway 20 26 30 35 40 45 X Y X Y X Y X Y X Y X Y km /h m 40 50 60 70 80 90 100 110 30 40 50 60 65 75 85 95 8 15 22 29 32 39 46 53 7 10 11 12 12 14 14 14 5 10 16 22 24 30 36 41 4 7 8 9 9 10 10 11 2 7 12 17 19 24 29 34 2 5 6 7 7 8 8 9 3 7 11 13 17 20 24 2 4 5 5 6 6 6 - 2 5 6 9 12 15 1 2- 2 3 3 4 - - - 2 3 5 - - - 1 1 1 Four -lane Highway Design Approach Visibility Triangle: X & Y Speed Distance 'a' on based on 3 s Highway Right of Way (m) Highway 20 26 30 35 40 45 km /h m X Y X Y X Y X Y X Y X Y 40 30 13 11 9 8 7 6 4 3 1 1 - - 50 40 21 13 16 10 13 8 9 6 5 3 1 1 60 50 29 15 23 12 19 10 14 7 9 5 4 2 70 60 38 16 30 13 26 11 20 8 14 6 8 3 80 65 42 16 34 13 29 11 22 9 16 6 9 4 90 75 50 17 41 14 35 12 27 9 20 7 12 4 100 85 58 17 48 14 41 12 33 10 24 7 16 5 110 95 66 17 55 14 47 12 38 10 28 7- 19 5 86 10 Table E3 -3 Minimum Property Requirements at 90° Intersections for Approaches with Stop control E3 -7 n AT-GRADE INTERSECTIONS ' A25 I x=11.75 - I TWO —LANE HIGHWAY I SIGHT DISTANCE 8,25__k x=11.75 �, FOUR -LANE HIGHWAY ROW 45 ROW 40- - ROW - 7 .T 0 0 N I i In Cr Y OW ROW 30 T— In I- n to- R 26 In I- ip i7o L ROW 20 to X 1"01 Uan 2� 3.75 re- Highway 3.75 Y (G_X) b -Y a x Y(1) b Figure E3-3 Sight Distance and Visibility Triangle at 90* Intersections for Approaches with Stop Control 86 10 E3-6 ROW 45-- ROW 40 U') V 1 0 ROW 35-- N 04 0 Cr y ROW 30 "R it D ROW26 ROW 20 N (,R 0 C.3 to X IN In T (*j :04 IL Highway .75 0 Y (O—x) b _y a X y( l) b 8,25__k x=11.75 �, FOUR -LANE HIGHWAY ROW 45 ROW 40- - ROW - 7 .T 0 0 N I i In Cr Y OW ROW 30 T— In I- n to- R 26 In I- ip i7o L ROW 20 to X 1"01 Uan 2� 3.75 re- Highway 3.75 Y (G_X) b -Y a x Y(1) b Figure E3-3 Sight Distance and Visibility Triangle at 90* Intersections for Approaches with Stop Control 86 10 E3-6 Ll ROADWAY SERVICE STANDARDS Description: WEED SPRAYING AND Date: Effective Date: Revision GRASS MOWING Number: 99/05/31 99/01/01 1 Page: 1 of 1 11 Scope: ROAD DEPARTMENT OBJECTIVES: To destroy hazardous weeds within the Municipality's right of way. To ensure that sight lines are unobstructed by weeds and grass. To enhance the aesthetics of the Municipal right of ways. LEVEL OF SERVICE: • All right of ways will be mowed annually, to a distance of 4 feet (1.2m) from the edge of the road surface where possible, and when growth obstructs existing sight lines or at the discretion of the road authority. • Patches of hazardous weed growth exceeding 10 linear meters (33 ft) or weed growth that is a hazard to the public, on the Municipal right of way will be sprayed. RESPONSE TIME: Weeds will be sprayed for all road classes within two weeks of notification. 18 For Large File 2 C 0 L �I 0 � I u �1 0 F Description: BRIDGE INSPECTION AND CLEANING Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 To ensure early detection and reporting of problems to avoid costly future repairs. To remove accumulations of sand, salt and debris that may cause deterioration of wood, concrete and steel components, impede drainage and create safety hazards. To ensure vehicular safety. LEVEL OF SERVICE: • A professional engineer shall conduct structural inspections every three years. • Routine inspections shall occur on an annual basis and shall include a written report and photographs showing the condition of the bridge. The inspection shall note the following when observed: 1. Accumulation of water, sand, salt, debris or vegetation on the deck surface or in joints, deck drains, etc. 2. Existence of surface defects. 3. Joint sealant material, which is missing, pulling away from the edges of the joint or is deteriorating. 4. Steel finger -type joints, which show cracks, breaks in welds, loose anchorage, or hard objects wedged in between fingers. 5. Frames and grates that are missing, damaged or not in place. 6. Evidence of minor damage to paint on steel handrails or posts. 7. Settling or tilting at bridge approach slab. 8. Cracks, buckles or kinks in steel members. 9. Splits or breaks in timber structures. 10. Changes of vertical alignment of bridge railing, curbs, decks, piers, abutments, ballast walls or wing walls. 11. Noise emanating from structural components, such as expansion joints, bearings or Bailey components. 12. Missing bolts or rivets. 13. Damaged, missing or misaligned barriers, guiderails, etc. 14. Evidence of new cracks in concrete decks, piers, abutments, ballast walls or wing walls. Evidence of "punch -out" in concrete deck or advance notice of punch -out in underside of deck. 19 R 0 Itj [,1 ROADWAY SERVICE STANDARDS Description: BRIDGE INSPECTION AND CLEANING Page: 2 of 2 Scope: ROAD DEPARTMENT Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 15. Debris or natural growth preventing free drainage of water away from the bridge, or free movement of watercourses. 16. Brush preventing clear view of bridge or growing in contact with the bridge. 17. Erosion of banks caused by water coming from deck drains, or around end of wing walls or by watercourse. 18. Settlement of slope paving and/or rip rap. 19. Damage to structures which appear to be the result of accidents or vandalism. 20 f] fl u fl it C_' u 0 u ROADWAY SERVICE STANDARDS Description: ROADWAY SPEED Date: Effective Date: Revision DESIGNATIONS Number: 99/05/31 99/01/01 1 Page: 1 of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To provide a standard method for lowering the speed limit of roads within the Municipality. To ensure the safety of vehicular and pedestrian traffic. LEVEL OF SERVICE: Speed limit reductions shall be considered if any of the following conditions apply; • Stopping sight distance in wet conditions are shorter than the recommended MTO distances for the existin s eed limit Correction m Increase for Speed Minimum Sight Stopping ( )Downgrades Distance in Wet Conditions (m) 3% 6% 9% 40 45 50 65 5 10 60 85 5 10 15 70 110 5 10 20 80 135 10 15 30 90 160 10 20 40 100 190 See Table C2 -3 in MTO 110 215 Geometric Desi2n Standards • Traffic conditions such as volume, composition and trip length do not reasonably fit the existing speed limit in the opinion of the Road Superintendent. • Lane width is not appropriate for the existing speed conditions as determined by the Road Superintendent. • The socio- economic- political characteristics of the area will also be investigated. For example, if the population density, land development and/or travel habits of the local residents result in danger to vehicular or pedestrian traffic in the opinion of the Road Superintendent or the local policing authorities. 21 ROADWA Y SERVICE STANDARDS Description: MAILBOX Date: Effective Date: Revision REPLACEMENT Number: 99/05/31 99/01/01 1 Page: I of 1 Scope: ROAD DEPARTMENT OBJECTIVES: To provide a set of circumstances under which damaged or missing mailboxes will be replaced by the Municipality. LEVEL OF SERVICE: ' • The Municipality will only consider replacing mailboxes, (with a standard mailbox only) that have been damaged or removed by Municipal employees during work activities. • Mailboxes that are damaged or removed during snow removal procedures, will only be replaced if the snow removal equipment came into contact with the mailbox or post. The replacement box will be a standard mailbox provided by the Municipality. The small ' standard mailbox will be the replacement in residential situations and a large standard mailbox will be provided in commercial situations. • Mailboxes that were displaced or damaged by the force of snow being removed from the roadway, will be the responsibility of the mailbox owner. • Mailboxes shall conform to height and setback requirements as dictated by Canada Post. The Municipality will, not replace any damaged mailbox that does not meet these requirements or does not have approval from Canada Post. C Residential - Standard Dimension - Smaller size or equivalent Commercial - Standard Dimension - Larger size or equivalent 22 n L F�' u F, ROADWAY SERVICE STANDARDS Description: WINTER MAINTENANCE Page: 1 of 3 Scope: ROADS DEPARTMENT OBJECTIVES: Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 To maintain safe driving conditions for vehicular traffic. To allow access within a given time frame after sever winter storms. LEVEL OF SERVICE: Class 1 Center Bare Class 2 Snow packed Spot Sanding and if icy, gravel roads will be ice bladed and hardtop roads will be sanded solid. Class 3 Snow packed RESPONSE TIME: ' Winter night patrol will commence approximately mid November through until the end of March. A night yard person will patrol both the north and south yards. The night persons will commence at 1:00 am and end at 7:00 am, for a seven -day period. All patrol persons will be equipped with a radio - dispatched truck. Their duties will be as follows: 1) The patrol person will monitor and respond to road surface conditions caused by weather changes. 2) The patrol person will be familiar with all levels of service for winter road conditions, as well as call out procedures. 3) The patrol person will be responsible for the call out of snowplows and sanders as conditions warrant. Also, these call outs will coincide with the time schedule set up by the Road Authority. 4) The patrol person will be responsible for the ticketing of parked vehicles interfering with snow removal operations. 23 J I u ROADWAY SERVICE STANDARDS Description: WINTER Date: Effective Date: Revision MAINTENANCE Number: 99/05/31 99/01/01 1 Page: 2 of 3 Scope: ROADS DEPARTMENT Road Inspection Winter Patrol ' The night patrol person as well as the foremen, throughout the day will complete daily patrol sheets. Roads will be patrolled on a five -day cycle. This cycle will include night patrol persons, foremen and/or operators while sanding or plowing. Any defects or road surface problems will be reported to the Road Authority. Sanding and Road Surface Conditions Sanding will be limited to hills, curves, intersections and bridge decks, as needed for all types of road surfaces. Sanding operations shall commence at 5:00am and shall be completed eight hours from the start of the shift. Continuous sanding (solid) of hard top roads will be performed on roads with a traffic count of more than 400 vehicles per day. All other hardtop ' roads will be sanded if a build up of snow packed or icy conditions occurs. This will be determined by the Road Authority. Freezing Rain and Icy Conditions All hardtop roads will be sanded solid and gravel roads will be ice bladed. Hills and curves and ' intersections will be sanded after all hardtop roads are finished. The municipality will not operate a night shift for sanding. Equipment will generally not ' operate between 7:00 p.m. and the call out time for the next day. ' Plowing and Road Surface Conditions A snowfall of 10cm (4in) or less, will require all roads to be plowed in one direction, four hours after the start of shift. Both directions will be snowplowed after eight hours, from the start of the shift. ' The normal shift start time will be 7:00 am. This time is subject to change if conditions warrant, that is wet snow and/or slush. ' A snowfall of more than 10cm (4 ") will require all roads to be plowed in one direction, five hours after the start of the shift. Both directions will be snowplowed after ten hours from the start of the shift. The shift start time will be 4:00am. All plow routes are predetermined prior to the winter season by the road authority. 24 I 11 n L� u ROADWAY SERVICE STANDARDS Description: WINTER Date: Effective Date: Revision MAINTENANCE Number: 99/05/31 99/01/01 1 Page: 3 of 3 Scope: ROADS DEPARTMENT Weekend Plowing and Road Surface Conditions A snowfall of 10 cm (4 ") or less, will require all Class 1 or "High Priority" roads and specific "exception" sections of road (see list attached), be plowed in one direction four hours after the start of shift and in both directions eight hours after the start of shift. All other roads will only be sanded on weekends (see Sanding and Road Surface Conditions), unless snowfall is wet /slushy, in which case all roads will be plowed. A snowfall of more than 1 Ocm (4 "), will require that all roads be plowed in both directions, within 16 hours of the start of the shift. If the Road Authority is unable to achieve this standard as a result of the severity of the storm, the Road Authority shall endeavor to achieve the standard as soon as conditions permit. ' Weekend Sanding and Road Surface Conditions ' Sanding operations on weekends will be limited to hills, curves, intersections and bridge decks, as needed for all types of road surfaces. Continuous sanding of hard top roads will be performed on roads with a Class 1 designation and/or an average daily traffic count of 400 ' vehicles or greater. All other hard top roads will be sanded if a build up of snow packed or icy conditions occurs. This will be determined by the Road Authority. ' Weekend Freezing Rain or Icy Conditions All hardtop road will be sanded solid and gravel surfaced roads will be ice bladed. Hills and curves and intersections will be sanded after all hard top roads are finished. ' General Winter Maintenance The Municipality does not operate a nighttime snowplowing shift. Generally, equipment will ' not operate between 7:00 p.m. and the call out time for the next day. In cases of emergency, plowing or sanding will commence to provide safe - driving conditions for the emergency area and situation as soon as possible. 25 13 ROADWAY SERVICE STANDARDS Description: PATROL Date: Effective Date: Revision Number: 99/05/31 99/01/01 i Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: To investigate, record and report hazards within the right -of -way of Municipal roads. To investigate road surface conditions during winter storm conditions. LEVEL OF SERVICE: Hazards found during routine inspection shall be addressed within the following response times. RESPONSE TIME: Priority Class Inspection Frequency Inspection Frequency Normal Conditions Winter Storm Conditions Class 1 2 weeks 1 day Class 2 1 month Not required Class 3 1 month Not required W �J 1: ROADWAY SERVICE STANDARDS Description: FROST HEAVE Page: 1 of 1 Scope: ROADS DEPARTMENT Date: Effective Date: Revision Number: 99/05/31 99/01/01 1 OBJECTIVES: To provide a smooth driving surface for road surface users. LEVEL OF SERVICE: The following response times will determine the level of service according to priority class. Priority Class Specified Height Response Time Class 1 10 cm Immediate (Hardtop roads only) 5 cm 3 months Class 2 15 cm Immediate (Hardtop roads only) 10 cm 6 months Class 3 15 cm Immediate (Hardtop roads only) 10 cm 6 months 27 0 f, L111 ROADWAY SERVICE STANDARDS Description: TRAVEL SPEED Date: Effective Date: Revision Number: 99/05/31 99/01/01 I Page: 1 of 1 Scope: ROADS DEPARTMENT OBJECTIVES: To provide a standard method for lowering the speed limit of roads within the Municipality. To ensure the safety of vehicular and pedestrian traffic. ILEVEL OF SERVICE: Speed levels have regard for reasonable average travel speeds on a road as impacted by road roughness and geometry alone. Speed reductions due to weather, snow, ice, traffic, foreign material and roadside environment are not considered. ' Certain circumstances may justify the legal maximum speed to be regulated in a zone at less than the desirable speed shown. In such specific cases the desirable speed in the posted speed. ' Where minimum speeds based on condition and geometry are not reasonable achievable, zones in class M6+ roadways should be posted to a reasonable reduced speed, thereby becoming the ' desirable speed. The posted speed should not be less than the minimum speed for distances greater than 0.5km. ' Travel Speed Class Class Minimum Speed Desirable Speed Definition MI-5 25kph n/a USR <400 ' M6,8 50kph 80kph UR <1000 M7 30kph 50kph S <1000 M9, 10 30kph 50kph US <4000 M11, 14+ 60kph 80kph R >1000 1 See Appendix A for M Classifications and Local Classifications. Il 29 U u i APPENDIX A u ■ Roadway Classification ■ (A Guide for the development of policy for Roadway Service Standards for Municipal Roads in Ontario, ' The Road Authority, February 1995.) � I '17 LL J 31 Roadway Classification System Every roadway can be classified using various criteria. Unique circumstances may require the use of criteria relevant to local circumstances. The following classification matrix works with two characteristics: nature of traffic and nature of the adjacent land use. Combinations of these characteristics develop into the definition of 24 municipal road classifications. It is sufficient detail to permit rational breakpoints for service levels for typical roads. This same classification matrix can be used as a foundation to apply lifecycle cost analysis, road design standards, and pavement management strategies. It should be noted that most municipal road departments will have a smaller set of these classifications. A homogeneous road section is classified by finding the best fit. Where a road section qualifies equally in several classifications the higher class should be chosen. Primarily the character is established by the nature of the traffic. Traffic is defined by broad ranges of total vehicular traffic or the number of continuous lanes. Secondarily the iclassification relates to the demands of the adjacent land use environment. This secondary character is defined by three broad groups: URBAN, SEMI -URBAN and RURAL. This classification method does not allow for higher service by virtue of a roadway serving an "arterial" function. It is suggested that this criterion be applied at the discretion of the road ' authority establishing service policy. (Note: the county road system has criteria which recognize this function and may merit the additional service if so determined by county council.) 0 r CHARACTER DEFINITION MATRIX m URBAN I- A • me ium . light densities LAND USE • all densities densities* ! residential • agricultural • all types • industrial • residential • undeveloped commercial DRAINAGE close combination open LEGAL SPEED =<60 kph =c kph >60kph m 0 u u fl n u C For 2 lane roads choose the row which reflects the total AADT or number of lanes. Adjust for commercial traffic per footnote to chart. Once on the relevant row move across to the column which defines the general character of the roadway (Urban, Semi -urban, Rural). The classification is indicated as a number from 1 to 24 with a prefix M. The M refers to this Municipal classification system. IL i Qnenw©v C_i ASSIFICATION CHART For purposes this report and the development of Roadway Maintenance Standards the Municipal Road Network was divided into 4 road classifications. It was felt that in order to provide the best possible standard of service, the above classifications were too broad and that unique local circumstances warranted more attention in conjucture with traffic volume and adjacent land use. A point system was used to prioritize road sections according to eight (8) relevant catagories. Category 1 Surface Type - Asphalt, Surface Treated, and Gravel 2 Traffic Volume - Annual Average Daily Traffic Counts (Similar to Above) 3 Speed Limit - Roads designated points according to speed limit 4 Right of Way Width 5 Proximity to Resort Areas - More points for roads that serve resort area 6 Barrier Service - Roads that provide service across or over barriers 7 Heavy Industrial Service - provide service for industrial parks, haul routes etc. 8 M.T.O Road Type Classification - arterial, collector and local designations. For this report, the Municipality contained all MTO Local Classification roads. Therefore to differentiate for distinction the MTO Local Road Classification was divided into collector, local and dead end classes. 30 CLASS id FLY1 9-1 drom d, # .. , , IM EVA • • i irri i ' ii'i. ♦����iYiii�iiYi����9:��iIilil i i• � � • � �Yi� ©iiiiii�iiii ♦ For purposes this report and the development of Roadway Maintenance Standards the Municipal Road Network was divided into 4 road classifications. It was felt that in order to provide the best possible standard of service, the above classifications were too broad and that unique local circumstances warranted more attention in conjucture with traffic volume and adjacent land use. A point system was used to prioritize road sections according to eight (8) relevant catagories. Category 1 Surface Type - Asphalt, Surface Treated, and Gravel 2 Traffic Volume - Annual Average Daily Traffic Counts (Similar to Above) 3 Speed Limit - Roads designated points according to speed limit 4 Right of Way Width 5 Proximity to Resort Areas - More points for roads that serve resort area 6 Barrier Service - Roads that provide service across or over barriers 7 Heavy Industrial Service - provide service for industrial parks, haul routes etc. 8 M.T.O Road Type Classification - arterial, collector and local designations. For this report, the Municipality contained all MTO Local Classification roads. Therefore to differentiate for distinction the MTO Local Road Classification was divided into collector, local and dead end classes. 30 J I Roadway Maintenance Standard Area Road. Designations and Lengths Road Name Length (km) Points Class Area 1 5/6 Sideroad 2.2 2.5 3 3 Annwood Copse 0.08 2.5 4 Balsam Lane 0.09 2 1.5 3 Barrie Terrace 0.8 2 3 Bay Street 0.9 2.5 3 Baycrest Drive 0.4 0.5 4 Bell Lane Black Forest Lane 0.1 0.28 2 3 1.5 4 Brambel Road 0.5 3 Brook Street 0.08 1 1.5 3 Burton Road (unopened) 3 Church Street 0.23 2.5 3 Colborne Road 0.2 2 3 Coventry Court 0.1 2.5 3 Crawford Street 0.08 2.5 4 Elizabeth Street 0.07 1.5 3 rt Elm Court 077 2.5 3 Elvyn Crescent Road 0.9 0.38 3 1.5 4 Forrester 3 George Street 0.3 3 3 Georgina Drive 0.1 2 3 Gore Road 2 2.5 3 Gowan Road 0.27 3 3 Graham Street 0.23 3 4 Greenwood Forest Road 0.88 2 Howard Drive 0.69 3 3 Lakeshore Rd West - Line 5 to Line 7 3 7.5 1 3 Lakeview Road 0.24 2 3 Line 1 South - Ridge Rd to Hwy 11 4.7 2.5 Line 2 South - Lake to Hwy 11 4.8 7.5 1 Line 3 South - Ridge Rd to Lake Lake 0.61 4.8 3.5 5.5 3 Line 4 South - Hwy 11 to Line 5 South - Hwy 11 to Lake 4.4 10 1 Line 6 South - Hwv 11 to Rid Rd 3.8 0.27 4 3 I j I H E H 0 I Roadway Maintenance Standard Area Road Designations and Lengths Road Name Length {km) Points Class Area I Martine Crescent 0.45 2.5 3 3 McArthur Street 0.07 1.5 3 McHugh Street 0.09 2.5 3 Melissa Crescent 0.29 3 3 Napoeaon Road 0.85 2.5 3 O'Brien street Court 0.4 0.08 2.5 3 3 Paisley 3 Parkview Avenue 0.24 2.5 4 Pemberton Lane 0.19 1.5 3 Raikes Street 0.23 2 3 Range Road 1 1.5 3 Shelswell Boulevard 0.7 3 3 Simcoe Avenue 0.22 1.5 3 Somerset Boulevard 0.3 2.5 3 Spencer Trail 0.29 3 3 Steele Road 0.2 3 4 Trafalgar Road 0.16 1.5 William Street 0.57 3.5 3 3 Windfields Drive 1.5 3 I H E H 0 I I Roadway Maintenance Standard Area Road Designations and Lengths Road Name Length (km) Points uiass I P Area 2 Allen Street 0.3 2.5 3 Palm Beach Road 0.11 0.5 4 Barbara Avenue 0.21 1.5 3 Bassarb Place 0.15 2 4 3 Blackman Boulevard 0.24 0.1 2.5 2.5 3 Blueridge Crescent Bluehaven Drive 0.29 2.5 3 Booth Street 0.3 2.5 3 Campbell Avenue 0.8 2.5 3 Cedarbrook Crescent 0.51 3 3 Charlotte Avenue 0.44 2.5 3 Creek Lane 0.1 1.5 3 Dicker Lane 0.07 0.5 4 Dorothy's Crescent 0.39 2.5 3 Eight Mile Point Road 3.6 3 3 Forest Wood Lane 0.29 1.14 3 4.5 3 Forestplain Road Forestview Road 0.96 4.5 Franko Street 0.22 2.5 4 Grandview Crescent 0.89 2 4 Greengables Drive 0.37 2.5 3 Hlynka Place 0.15 1.5 4 Ice Road 0.066 1.5 3 Indian Road 0.2 1.5 3 Jamieson Drive 0.32 4.5 John Moon Drive 0.2 2.5 3 John Street 0.15 2.5 3 Karpatian Place 0.16 2 4 3 Kennedy Avenue 0.68 2.5 3 Kirkpatrick Street 0.35 3 Lakeshore Rd E - Line 12 to 15 6.9 4.5 Lakeshore Rd E - Line 7 to Line 10 4.8 6.5 1 Lakeshore Promenade 0.5 Lakeview Boulevard 0.3 2 3 I P 1-1 Roadway Maintenance Standard Area Road Designations Lengths I inations and Leng Road Name Length (km) Points Gass Lakewood Court 0.28 2.5 3 Leigh Road 0.28 2.5 4 Line 10 S - Lake to Hwy 11 2.9 6 Line 11 S - Ridge Rd to Lake 1.9 8 1 Line 12 S - Lake to Hwy 11 2.4 4 3 Line 13 S - Lakeshore Rd to Hwy 11 2.8 5.5 Line 14 S - Lake to Hwy 11 3 7.5 1 Line 15 S - Wodland Dr to Hwy 11 3.8 9.5 1 Line 8 S - Lakeshore to Hwy 11 2.1 4.5 Line 9 S - Lake to Hwy 11 3.1 0.1 9.5 1.5 1 3 Little Road Maplewood Parkway 0.93 3 3 Mariposa Cresent 0.27 2.5 Matilda Street 0.14 2.5 3 Mazepa Place 0.18 1.5 4 McLean Crescent 0.83 2 3 Memorial Crescent 0.56 2 3 Mill Street 0.83 3 3 Mitchell Road 0.2 2 4 Moon Point Drive 3 2.5 3 Myrtle Avenue 0.2 2.5 3 4 O'Connell Lane Orillia Road 0.17 1.5 4 Oro Road 0.55 1.5 4 Owen Road 0.41 2.5 3 Park Drive 0.08 2 Park Way 0.08 1.5 3 Parkside Drive 0.71 3 3 Patterson Drive 0.43 4.5 Poplar Crescent 1 1.5 4 Pugsley Lane 0.24 0.5 3 Ridge Road East 3.2 7.5 1 Robinson Street 0.97 1 3 Rosemarie Drive 0.35 2.5 3 School House Road 0.7 3 3 I — Road -f Area 2 Shewchenko Road Shoreline Drive Simcoe Road Simcoeside Avenue Sophia Street Springhome Road Stanley Avenue Sunnyside Avenue Symond Avenue Taras Boulevard Toronto Road Tudhope Boulevard Wilson Street Woodland Drive Yvonne Crescent I E I L j i ,P] Roadway- Maintenance Standard Area Road Designations and Lengths 0.43 1.4 0.09 0.1 0.27 0.83 1.1 0.25 0.22 0.36 0.24 1.4 0.1 3.2 0.13 2 3 1.5 2.5 1.5 3 2.5 1.5 1.5 2 1.5 3 1.5 6 2.5 4 3 4 3 3 3 3 3 3 4 4 3 4 N H Roadway Maintenance Standard Area Road Designations and Lengths Road Name Lenqth (krn) Points Class .......... Area 3 .8 6.5 1 9 15/16 Sideroad E - Line 7 to Hwy 11 0.42 2.5 3 Greenshields Crescent 0.55 2 3 Jamieson Crescent 0.38 3 3 Jermey Lane 11 to Cty Rd 11 6.1 3 3 Line 10 N - Hwy 6.1 8 1 Line 11 N - Hwy 11 to Cty Rd 11 3 Line 12 N - Hwy 11 to Cty Rd 11 5.1 4 3.5 3 Line 13N-Hwy 11 to Cty Rd 11 4.2 Line 14N-Hwy 11 to Cty Rd 11 3.2 6 Line 7 N - Hwy 11 to Cty Rd 11 5.8 6 Line 8 N - Hwy 11 to Cty Rd 11 6.2 3.5 3 Line 9 N - Hwy 11 to Cty Rd 11 6.1 6.5 1 Nevis Ridge Drive 0.43 3 3 Ross Road 0.86 2.5 3 Shelswell Crescent 0.25 2.5 3 Small Crescent 0.75 4 3 H I j 0 C! 1� I I Roadway Maintenance Standard Area Road Designations and Lengths Road Name Length (km) Points .Class Area 4 0.15 2 3 Alberta Avenue 0.51 1.5 3 Bards Beach Road 0.11 0.5 4 Barr Avenue 1.1 3 3 Bass Line 11.7 4.5 Bass Lk S/R - Line 7 to 15 0.41 2 4 Beach Road 0.16 3 3 Beechwood 0.34 2 3 Bickell Road 1.5 4 Big Cedar Estates 0.33 1.5 3 Birch Road 0.36 2.5 3 Broadview Avenue 0.62 1.5 4 Cook Lane 0.11 1.5 4 Devitt Road 3.5 4 Fergushill Estates 0.1 0.5 4 Ganton Road 0.5 2.5 3 Glengrove Avenue 0.71 2 4 Goss Road 0.79 2 3 Greenwood Avenue 0.3 2.5 3 Harvie Settlement Road 0 . 63 2 3 Hawthorn Place 2 4 Healey Beach Road 0.58 3 3 Hepinstall Place 0.37 2.5 3 Joy Avenue 0.7 Langman Drive Line 10 N - Cty Rd 11 toCty Rd 22 6.5 5 Line 11 N - Bass Lk S/R toCty Rd 22 3.7 3 3 Line 12 N - Cty Rd 11 to Bass Lk S/R 2.7 3.5 Line 13 N - Cty Rd 11 to Bass Lk S/R 3 2 3 Line 14 N - Cty Rd 11 toCty Rd 22 3.1 4 3 Line 15 N - Bass Lk S/R-to Hwy 12 0.7 2.5 3 Line 7 N - Cty Rd 11 to Cty Rd 22 7 4 .5 3 3 Line 8 N - Cty Rd 11 to Cty Rd 22 6.2 4.5 Line 9 N - Cty Rd 11 to Cty Rd 22 6.9 MacKay Street 0.12 0.5 4 Nelson Street 0.16 1.5 3 Old Scotia Road 0.3 2 3 Orser Drive 0.25 2.5 3 0.87 3 Orsi Drive 1� Road Name Length (km) Points Class Area 4 0.21 2 3 Petherwin Place 0.5 4 Rutledge Road 0.55 3 3 Scottdale Drive 0.41 2.5 3 Sunset Crescent 0.1 1 3 Uno Drive 0.11 2.5 3 Vine Street 0.93 6 Ward Avenue LI p p F,, p p I E, p [il Roadway Maintenance Standard Area Road Designations and Lengths Road Name Length Points Class ------------ Area 6 1.35 3.5 3 Anderson Line 0.53 3 3 Blackcomb Drive 0.14 1.5 3 Burnet Street 0.2 1.5 3 Cahiague Road 0.2 2.5 3 Catherine Street 0.4 3.5 3 Champlain Crescent 0.5 2.5 3 Conder Drive 0.13 3.5 3 Demont Drive 3.5 3 3 Dunns Line 1.5 2.5 3 Eady Station Road 0.3 2.5 3 Edith Road 0.5 1.5 3 Fairvalley Church Road 0.33 2 3 Farmington Drive 2.7 3 3 Foxmead Rd - Dunns to Anderson 0.3 3.5 3 Georgian Drive 0.28 2.5 3 Lakeview Drive 9.7 3.5 3 Line 10 N - from Cty Rd 22 9.8 5.5 Line 11 N - from Cty Rd 22 9.8 3.5 3 Line 12 N - Hwy 12 to Cty Rd 22 3.1 3 3 Line 13 N - CtyRd 22 to Warminster S/R 2.3 4 3 Medonte Sideroad 2 4.5 10 1 Mt St. Louis Rd - Hwy 12 to Line 10 0.94 2.5 3 Old Coldwater Road 0.3 2.5 3 Olive Drive 0.9 2 3 Orr Farm Road 0.4 3 3 Preston Street 0.4 2.5 3 Price Drive 0.26 3 3 Richelieu Road 0.19 3 3 Robbins Drive 1.5 3.5 3 Stage Coach Road 1.5 3.5 3 Steeles Line N 0.24 1 3 Wallis Street 7.7 4.5 Warminster S/R - Line 10 to Townline 0M 2.5 3 Whistler Place 0.00 0 ��I n Roadway Maintenance Standard Area Road Designations and Lengths Area 6 Bluebe ■ Humm ■ Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Line 9 Old C Peter Peter Scarle Road Name Length (km)- -Points Class rry Marsh Road 1.6 2 3 ing Bird Hill Road 1 1.5 3 N 2.9 4 3 N -Cty Rd 19 to Cty Rd 23 5.1 7 1 N -Cty Rd 19 to Cty Rd 23 5.1 3.5 3 N -Cty Rd 19 to Cty Rd 23 5.2 4 3 N - Peter St. to Cty Rd 23 3.2 3 3 N - Cty Rd 19 to End 2.3 2 3 N -Cty Rd 19 to Cty Rd 23 6.4 3.5 3 N -Cty Rd 19 to Cty Rd 23 6.4 3.5 3 Co 11 j i� r I L H I i� 3 Road 0.7 3 3 St. w 4.1 2.5 3 St. E 1.4 2.5 1 tt Line _Cty Rd 19 to Blueberry Marsh Rd 5.6 8 11 j i� r I L H I i� 11 Roadway Maintenance Standard Area Road Designations and Lengths Road Name Lei Points Clas. Area 7 0.9 2.5 3 50/51 Sideroad 0.32 3 3 Agnes Street 0.91 3 3 Alpine Drive 0.28 3 3 Amantacha Court 1.9 2.5 3 Craig Sideroad 0.36 3.5 3 Duncan Drive 0.52 3.5 3 Ellen Drive 0.34 3 3 Glacier Crescent 2.1 3.5 3 Line 2 N - Mt St Louis Rd to Hwy 400 2.5 3 Line 3 N - Mt St Louis Rd to Hwy 400 2.1 Line 4 N - Cty Rd 19 to Hwy 400 1.9 4.5 Line 5 N - Cty Rd 19 to Hwy 400 1.5 4 3 Line 6 N - Cty Rd 19 to Hwy 400 1 6.5 1,3 Line 7 N - Cty Rd 19 to Hwy 400 2.5 7.5 1 Line 8 N - Cty Rd 19 to Hwy 400 1.1 2.5 3 Moon Crescent 0.42 3.5 3 Moonstone Crescent 0.3 3 3 Scarleft Line - Mt St Louis Rd to Cty Rd 19 3.3 8 1 Slalom Drive 1.25 3.5 3 Snowshoe Trail 0.42 3 3 St. Antoine Crescent 0.93 2.5 3 Teanaustaye Drive 0.33 2.5 3 Valleyview Drive 0.35 3 3 I P P F, E [J I Roadway Maintenance Standard Area Road Designations and Lena Road Name Length (km) Points Class Area 8 0.11 3 3 Beacock Road 0.27 3 3 Beechwood Road 1.06 4 3 Cathedral Pines 12.4 2.5 3 Ingram Road 0.8 3 3 Line 1 N - Hwy 400 to Cty Rd 22 4.2 2 3 Line 5 N -Hwy 400 to Cty Rd 22 5.2 7 1 Line 6 N -Hwy 400 to Cty Rd 22 5.3 5 Line 7 N -Hwy 400 to Cty Rd 22 7 5 Line 8 N -Hwy 400 to Cty Rd 22 8.7 6 Line 9 N - Hwy 400 to Cty Rd 202 0.67 3.5 3 Maple Crest Court 1.6 3.5 3 Mill Pond Road 9 1 Mt St. Louis Rd -Hwy 400 to Line 10 4.7 Pine Hill 0.2 3 3 Pine Lane 0.27 3 3 Pine Point 0.15 3 3 Pine Ridge Trail 1.1 4 3 Pine Springs 0.17 3 3 Procee Circle 0.98 3.5 3 Warminster S/R - Line 7 to 10 4.2 3.5 3 11 P j 1� 11 Ell LI '� J j �7 I F P i P it Road___ way Maintenance Standard Area Road Designations and Lengths Road Name glass Area 9 3.1 2.5 3 30/31 Sideroad 3 Algonquin Trail 0.34 4 Alpine Way 0.8 4 3 Bass Lk S/R - Line 2-7 6.3 4.5 Bidwell Road 3.6 3.5 3 Birch Grove Drive 0.58 3 3 Bridle Path 0.51 3.5 3 Bunker Place 0.9 3 3 Cayuga Court 0.11 3 3 Cherry Trail 0.41 4 3 Chestnut Lane 0.24 3 3 Country Club Lane 0.43 3.5 3 Dale Court 0.11 3 3 Fairway Court 0.73 3 3 Hickory Lane 0.57 3.5 3 Highland Drive 1.88 8 1 Hillside Court 0.07 3 3 Huronwoods Drive 2.69 5 Iroquois Ridge 0.4 3.5 3 Line 1 N -Bidwell Rd to Cty Rd 11 4.2 2 3 Line 2 N - Bidwell Rd to Cty Rd 11 4.3 2.5 3 Line 4 N - Cty Rd 22 to Cty Rd 11 6.5 3.5 3 Line 5 N-Bass Lk S/R to Cty Rd 11 6.2 2.5 3 Line 6 N -Cty Rd 22 to Monica Ct 1.49 4 3 Line 6 N-Bass Lk S/R to Cty Rd 11 3.7 2.5 3 Maple Court 0.1 3 3 1-1 Mohawk Heights 0.14 3 1) Monica Court 0.35 3 3 Nordic Trail 0.64 3 Oneida Avenue 0.68 3 3 Pod's Lane 0.29 3 3 Rowanwood 0.53 1.5 4 Seneca Lane 0.3 3 3 Sugarbush Road 0.68 4 3 Sumac Crescent 0.42 3 3 Trillium Trail 0.65 3 3 Valleycrest Drive 0.7 3.5 3 Woodland Crescent 0.72 2.5 q ------ f] fl 0 L 0 I 0 j E 7 Road Name Length (km) mints Area 10 15/16 Sideroad - Line 3 to Line? 5.7 7 20/21 Sideroad 2.1 2.5 3 Drury Mill Road 1.5 3 Line 1 N - 20/21 SIR -Cty Rd 11 2 1.5 3 Line 1 N - Hwy 11 to Ski Trails 2.1 3.5 3 Line 2 N -Hwy 11 to Cty Rd 11 6.1 4.5 Line 4 N -Hwy 11 to Cty Rd 11 6.2 4.5 Line 5 N -Hwy 11 to Cty Rd 11 6.1 6.5 1 Line N -Hwy 11 to Cty Rd 11 5.2 3 3 Queen Street 0.19 2.5 3 Simoro Crescent 0.3 2.5 4 Ski Trails Road 4.4 5.5 fI