City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH)

Transcription

1 City of St. Catharines Standard Drawings JULY 2017 Revised July 21, 2017 TES-ENG (SH)

2 Roads Dwg No. Revision Standard Sidewalk Detail Monolithic Curb-Faced Sidewalk for Concrete Road Tree Root Sidewalk Replacement Sidewalk Ramp Details Semi-Urban Intersection Typical Curb-Face Sidewalk At Driveway Entrance Typical Standard Sidewalk At Driveway Entrance Bus Boarding and Shelter Pads with Sidewalk Bus Boarding and Shelter Pads without Sidewalk Standard Semi Urban Cross Section (Reconstruction Only) Standard Semi Urban Cross Section (Widening or Overlays) Permanent Road Reinstatement Requirements Temporary Road Reinstatement Requirements Construction Detail for Support of Utilities Typical Trench Reinstatements for Grass Boulevards Typical Subdrain Installation for Existing Asphalt Typical Subdrain Installation for Concrete Base Repairs Typical Culvert Replacement or Relocation Detail for Culvert Cleanout Typical Cross Section Ditch Re-grading Revised July 21, 2017 TES-ENG (SH)

3 Curb Replacement Details for Concrete Roads Desired Cross-Section of Routed and Sealed Cracks Parking Meter Post Detail Permanent Bollard French Drain Installation Sawcutting Details for Catchbasin Replacement in Concrete Roads Revised July 21, 2017 TES-ENG (SH)

4 Sewers Dwg No. Revision In Line Clean-Out Detail Sewer Lateral Detail Sanitary Sewer Cleanout Revised July 21, 2017 TES-ENG (SH)

5 Water Dwg No. Revision Preferred Location for Watermains and Hydrants at Intersections with a 7.6m Radius Preferred Location for Watermains and Hydrants at Intersections with a 10.7m Radius Temporary Connection to Existing Watermain Typical Watermain Under-Crossing Insulation of Water Services or Watermains Wire Splice for Watermain Tracer Wire Colour Coding for Painting Hydrants Standard Hydrant Assembly Fire Hydrant Protection (Steel Posts) Revised July 21, 2017 TES-ENG (SH)

6 Development Standards Dwg No. Revision Typical Service Layout for Single Family Dwellings Typical Service Layout for Semi-Detached and Detached Dwellings Minimum Pipe Separation Standard Arrangement for Water Services Water Meter Conduit for Remote Meter Installation Typical Water Service Installation for Townhouses Typical Residential Water Meter Installation Typical Meter Installation for Light Industrial and Commercial Proposed Water Servicing (Domestic and Fire Protection) Typical Urban Cross-Section (20m R.O.W.) with Sidewalks & 7.75m Pavement Width Typical Urban Cross-Section (18m R.O.W.) with Sidewalks & 7.75m Pavement Width Typical Service Entrances for 100mm to 300mm Services Typical Cross-Slope Drainage Typical Rear Lot Drainage General Notes, Drainage Specifications and Lot Data Schematic Diagram for Cleanouts Steel Framed Garbage Enclosure Example Masonry Garbage Enclosure Example Detectable Warning Surface and Accessible Signage Layout Detectable Warning Surface and Accessible Signage Layout on a Curve Revised July 21, 2017 TES-ENG (SH)

7 Permanent Bollard with Accessible Sign Sump Pump and Storm Lateral Detail Meter Chamber Detail (For 75mm & 150mm Dia. Water Services) Meter Chamber Detail (For 150mm & 200mm Dia. Water Services) Winterized Meter Pit ¾ & Revised July 21, 2017 TES-ENG (SH)

8 Recreation and Community Services Dwg No. Revision Deciduous Planting Detail Coniferous Planting Detail Shrub Planting Detail Ground Cover Planting Detail Wood Post Guard Detail Wood Guard Rail Detail Park Sign Detail Armour Stone Detail Bench Pad Detail Typical Roadway Entrance Gate Entrance Detail Section Typical Asphalt Pedestrian Trail Cross Section Typical Tree Spade Detail (Interim Standard) I Revised July 21, 2017 TES-ENG (SH)

9 Fire Services Dwg No. Revision No Parking Fire Route Sign Requirements Post and Chain Emergency Access Fire Access Route Dimensions Fire Hydrant Requirements Fire Access Route Requirements Fire Hydrant Sign Revised July 21, 2017 TES-ENG (SH)

10 Roads Revised July 21, 2017 TES-ENG (SH)

11 Standard Sidewalk Detail

12 MONOLITHIC CURB-FACED SIDEWALK FOR CONCRETE ROAD

13 TREE ROOT SIDEWALK REPLACEMENT

14 SIDEWALK RAMP DETAILS SEMI-URBAN INTERSECTIONS

15 TYPICAL CURB-FACE SIDEWALK AT DRIVEWAY ENTRANCE

16 TYPICAL STANDARD SIDEWALK AT DRIVEWAY ENTRANCE

17 BUS BOARDING AND SHELTER PADS WITH SIDEWALK

18 BUS BOARDING AND SHELTER PADS WITHOUT SIDEWALK

19 STANDARD SEMI URBAN CROSS SECTION RECONSTRUCTION ONLY

20 STANDARD SEMI URBAN CROSS SECTION WIDENINGS OR OVERLAYS

21 PERMANENT ROAD REINSTATEMENT REQUIREMENTS

22 TEMPORARY ROAD REINSTATEMENT REQUIREMENTS

23 CONSTRUCTION DETAIL FOR SUPPORT OF UTILITIES

24 NOTES: ³. TRANSPORTATION & TYPICAL TRENCH REINSTATEMENTS FOR GRASS BOULEVARDS

25 TYPICAL SUBDRAIN INSTALLATION FOR EXISTING ASPHALT ROAD

26 TYPICAL SUBDRAIN INSTALLATION FOR CONCRETE BASE REPAIRS

27 TYPICAL CULVERT REPLACEMENT OR RELOCATION

28 DETAIL FOR CULVERT CLEANOUT

29 TYPICAL CROSS SECTION DITCH REGRADING

30 CURB REPLACEMENT DETAILS FOR CONCRETE ROADS

31 DESIRED CROSS-SECTION OF ROUTED AND SEALED CRACKS

32 PARKING METER POST DETAIL

33 PERMANENT BOLLARD

34 FRENCH DRAIN INSTALLATION

35 SAWCUTTING DETAILS FOR CATCHBASIN REPLACEMENT IN CONCRETE ROADS

36 Sewers Revised July 21, 2017 TES-ENG (SH)

37 IN LINE CLEAN-OUT DETAIL

38 SEWER LATERAL DETAIL

39 NOTES: 1. INSTALL 100mmØ SURFACE CLEANOUT MARKED "SEWER CLEANOUT", BOLTED. 2. USE SIGMA VB-SC 04L (OR APPROVED EQUAL). TRANSPORTATION & SANITARY CLEANOUT SIDEWALK OR LANDSCAPED SURFACE

40 Water Revised July 21, 2017 TES-ENG (SH)

41 PREFERRED LOCATION FOR WATERMAINS AND HYDRANTS AT INTERSECTIONS WITH A 7.6m RADIUS

42 PREFERRED LOCATION FOR WATERMAINS AND HYDRANTS AT INTERSECTIONS WITH A 10.7m RADIUS

43 TEMPORARY CONNECTION TO EXISTING WATERMAIN

44 TYPICAL WATERMAIN UNDER-CROSSING

45 INSULATION OF WATER OR WATERMAINS

46 WIRE SPLICE FOR WATERMAIN TRACER WIRE

47 COMMON FIRE HYDRANTS IN USE

48 STANDARD HYDRANT ASSEMBLY

49 . TRANSPORTATION & FIRE HYDRANT PROTECTION

50 Development Standards Revised July 21, 2017 TES-ENG (SH)

51 TYPICAL SERVICE LAYOUT FOR SINGLE FAMILY DWELLINGS

52 TYPICAL SERVICE LAYOUT FOR SEMI-DETACHED AND DETACHED DWELLINGS

53 MINIMUM PIPE SEPARATION

54 STANDARD ARRANGEMENT FOR WATER

55 WATER METER CONDUIT FOR REMOTE WATER METER INSTALLATION

56 TRANSPORTATION & TYPICAL WATER SERVICE LAYOUT FOR CONDOMINIUM OR RENTAL TOWNHOUSES (SINGLE-OWNERSHIP PROPERTIES) FRONTING MUNICIPAL ROAD ALLOWANCE

57 WALL TRANSPORTATION & TYPICAL RESIDENTIAL WATER METER INSTALLATION

58 TYPICAL METER INSTALLATION FOR LIGHT INDUSTRIAL AND COMMERCIAL

59 PROPOSED WATER SERVICING SINGLE BUILDING (DOMESTIC AND FIRE PROTECTION)

60 TYPICAL 20m R.O.W. URBAN CROSS-SECTION WITH SIDEWALKS AND 7.75m PAVEMENT WIDTH

61 TYPICAL 18m R.O.W. URBAN CROSS-SECTION WITH SIDEWALKS AND 7.75m PAVEMENT WIDTH

62 TYPICAL SERVICE ENTRANCES FOR 100mm TO 300mm

63 TYPICAL CROSS-SLOPE DRAINAGE

64 TYPICAL REAR LOT DRAINAGE

65 GENERAL NOTES, DRAINAGE SPECIFICATIONS AND LOT DATA

66 SCHEMATIC DIAGRAM FOR CLEANOUTS

67 NOTES: 1. THE ARRANGEMENT SHOWN ON THIS PLAN MAY BE USED AS A GUIDE. ADDITIONAL STYLES AND MATERIALS MAY BE USED WHICH WILL CONFIRM TO SURROUNDING ARCHITECTURE. 2. EXTERNAL DIMENSIONS MUST BE CHECKED AGAINST CONTAINER SIZE REQUIRED FOR DEVELOPMENT. 3. LOCATION OF ENCLOSURE MUST BE APPROVED BY THE CITY. 4. THE SUBMITTED DESIGN MUST BE STAMPED BY A PROFESSIONAL ENGINEER FOR THE ENTIRE STRUCTURE. TRANSPORTATION & STEEL FRAMED GARBAGE ENCLOSURE EXAMPLE

68 NOTES: 1. THE ARRANGEMENT SHOWN ON THIS PLAN MAY BE USED AS A GUIDE. ADDITIONAL STYLES AND MATERIALS MAY BE USED WHICH WILL CONFIRM TO SURROUNDING ARCHITECTURE. 2. EXTERNAL DIMENSIONS MUST BE CHECKED AGAINST CONTAINER SIZE REQUIRED FOR DEVELOPMENT. 3. LOCATION OF ENCLOSURE MUST BE APPROVED BY THE CITY. TRANSPORTATION & MASONRY GARBAGE ENCLOSURE EXAMPLE

69 DETECTABLE WARNING SURFACE AND ACCESSIBLE SIGNAGE LAYOUT

70 DETECTABLE WARNING SURFACE AND ACCESSIBLE SIGNAGE LAYOUT ON A CURVE

71 PERMANENT BOLLARD WITH ACCESSIBLE SIGN

72 SUMP PUMP AND STORM LATERAL DETAIL

73 PLAN SECTION TRANSPORTATION & METER CHAMBER DETAIL FOR 75mmØ & 100mmØ WATER

74 PLAN SECTION TRANSPORTATION & METER CHAMBER DETAIL FOR 150mmØ & 200mmØ WATER

75 SECTION DETAIL OF METER PIT AND VALVE TRANSPORTATION & WINTERIZED METER PIT 3 4" [20mm] & 2" [50mm]

76 Recreation & Community Services Revised July 21, 2017 TES-ENG (SH)

77 DECIDUOUS PLANTING DETAIL

78 CONIFEROUS PLANTING DETAIL

79 SHRUB PLANTING DETAIL

80 GROUND COVER PLANTING DETAIL

81 WOOD POST GUARD DETAIL

82 WOOD GUARD RAIL DETAIL

83 PARK SIGN DETAIL

84 ARMOUR STONE DETAIL

85 BENCH PAD DETAIL

86 TYPICAL ROADWAY ENTRANCE GATE

87 ENTRANCE DETAIL SECTION

88 TYPICAL ASPHALT TRAIL CROSS SECTION

89 TRANSPORTATION & TYPICAL TREE SPADE DETAIL *Interim Standard*

90 Fire Services Revised July 21, 2017 TES-ENG (SH)

91 FIRE ROUTE The signs shall be 30cm in width and 45cm in length and shall display the information 'No Parking' or a symbol in lieu thereof as specified by the Highway Traffic Act and Regulations passed thereunder. The signs shall be placed: a) At fire hydrants located on private property when not located along the fire route. b) At gates, post and chain and barriers installed as part of an emergency access. c) Additional fire route signs shall be installed at the discretion of the Fire Chief or designate based on individual site conditions. d) Signs shall be placed horizontally to the street or at an angle no more than 45 degrees, to a line parallel to the flow of traffic and should always be visible to approaching traffic. e) shall be located so as that the bottom of the sign is between 183cm and 213cm measured to the finished pavement/grade. f) Signs shall be installed so as that there are no visual obstructions within 6 metres of the sign and be visible to approaching traffic. TRANSPORTATION & NO PARKING FIRE ROUTE SIGN REQUIREMENTS

92 POST AND CHAIN EMERGENCY ACCESS

93 MINIMUM 6m MINIMUM 6m R R FIRE ACCESS ROUTE R MINIMUM 3m DEADEND GREATER THAN 90m TURN AROUND FACILITY REQUIRED DEADEND LESS THAN 90m TURN AROUND FACILITY NOT REQUIRED R R CENTRE LINE R MINIMUM 6m R TURN AROUND R: MINIMUM 12m D: DISTANCE DEPENDS ON FIRE DEPARTMENT VEHICLE SIZE R R PUBLIC THOROUGHFARE FIRE ACCESS ROUTE MINIMUM 3m MINIMUM 6m MINIMUM 6m R R D 6 m D TRANSPORTATION & FIRE ACCESS ROUTE DIMENSIONS

94 PUMPER FIRE HYDRANT UNOBSTRUCTED PATH OF TRAVEL FROM PUMPER TO PRINCIPAL ENTRANCE MAXIMUM 45m TOTAL DISTANCE FROM HYDRANT TO PRINCIPAL ENTRANCE MAXIMUM 90m NO FIRE DEPARTMENT CONNECTION PROVIDED FIRE HYDRANT PRINCIPAL ENTRANCE PUMPER UNOBSTRUCTED PATH OF TRAVEL 45m MAXIMUM FIRE DEPARTMENT CONNECTION PROVIDED TRANSPORTATION & FIRE HYDRANT REQUIREMENTS

95 MINIMUM 5m VERTICAL CLEARANCE ABOVE ALL PORTIONS OF ACCESS ROUTE MINIMUM 6m FIRE DEPARTMENT ACCESS ROUTE FIRE ROUTE CLEARANCE ACCESS ROUTE MUST BE WITHIN THE LIMITS OF 3m TO 15m OF THE PRINCIPAL ENTRANCE AND BUILDING FACES WITH REQUIRED ACCESS OPENING FOR FIRE FIGHTING ACCESS ROUTE DISTANCE TO BUILDING NO ACCESS FROM SECTION A TO SECTION B OF BUILDING SECTION A SECTION B 45m MAXIMUM PUMPER INTERNALLY DIVIDED BUILDING PUMPER MAXIMUM PATH OF TRAVEL TO AN ENTRANCE OF 45m MULTIPLE TENANT OCCUPIED BUILDING MAXIMUM SLOPE 1 : 12.5 MINIMUM 15m LENGTH OF SLOPE ACCESS ROUTE SLOPE TRANSPORTATION & FIRE ACCESS ROUTE REQUIREMENTS

96 FIRE HYDRANT SIGNS