City of St. Catharines Standard Drawings JULY 2017 Revised July 21, 2017 TES-ENG (SH)
Roads Dwg No. Revision Standard Sidewalk Detail 110-2001 1 Monolithic Curb-Faced Sidewalk for Concrete Road 110-2002 2 Tree Root Sidewalk Replacement 110-2003 1 Sidewalk Ramp Details Semi-Urban Intersection 110-2004 2 Typical Curb-Face Sidewalk At Driveway Entrance 110-2008 1 Typical Standard Sidewalk At Driveway Entrance 110-2009 1 Bus Boarding and Shelter Pads with Sidewalk 110-2010 1 Bus Boarding and Shelter Pads without Sidewalk 110-2011 3 Standard Semi Urban Cross Section (Reconstruction Only) Standard Semi Urban Cross Section (Widening or Overlays) 110-2013 4 110-2014 4 Permanent Road Reinstatement Requirements 110-2015 2 Temporary Road Reinstatement Requirements 110-2016 3 Construction Detail for Support of Utilities 110-2017 1 Typical Trench Reinstatements for Grass Boulevards 110-2018 2 Typical Subdrain Installation for Existing Asphalt 110-2019 1 Typical Subdrain Installation for Concrete Base Repairs 110-2020 1 Typical Culvert Replacement or Relocation 110-2021 1 Detail for Culvert Cleanout 110-2022 1 Typical Cross Section Ditch Re-grading 110-2023 1 Revised July 21, 2017 TES-ENG (SH)
Curb Replacement Details for Concrete Roads 110-2024 2 Desired Cross-Section of Routed and Sealed Cracks 110-2025 2 Parking Meter Post Detail 110-2026 2 Permanent Bollard 110-2027 1 French Drain Installation 110-2028 3 Sawcutting Details for Catchbasin Replacement in Concrete Roads 110-2029 2 Revised July 21, 2017 TES-ENG (SH)
Sewers Dwg No. Revision In Line Clean-Out Detail 110-3001 1 Sewer Lateral Detail 110-3002 2 Sanitary Sewer Cleanout 110-3003 1 Revised July 21, 2017 TES-ENG (SH)
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 110-4001 110-4002 2 2 Temporary Connection to Existing Watermain 110-4003 2 Typical Watermain Under-Crossing 110-4004 2 Insulation of Water Services or Watermains 110-4005 1 Wire Splice for Watermain Tracer Wire 110-4006 1 Colour Coding for Painting Hydrants 110-4008 3 Standard Hydrant Assembly 110-4009 1 Fire Hydrant Protection (Steel Posts) 110-4010 2 Revised July 21, 2017 TES-ENG (SH)
Development Standards Dwg No. Revision Typical Service Layout for Single Family Dwellings 110-5001 2 Typical Service Layout for Semi-Detached and Detached Dwellings 110-5002 1 Minimum Pipe Separation 110-5003 2 Standard Arrangement for Water Services 110-5004 7 Water Meter Conduit for Remote Meter Installation 110-5005 2 Typical Water Service Installation for Townhouses 110-5006 2 Typical Residential Water Meter Installation 110-5007 2 Typical Meter Installation for Light Industrial and Commercial 110-5008 2 Proposed Water Servicing (Domestic and Fire Protection) 110-5010 1 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 110-5011 2 110-5012 2 Typical Service Entrances for 100mm to 300mm Services 110-5013 1 Typical Cross-Slope Drainage 110-5014 1 Typical Rear Lot Drainage 110-5015 1 General Notes, Drainage Specifications and Lot Data 110-5016 1 Schematic Diagram for Cleanouts 110-5017 1 Steel Framed Garbage Enclosure Example 110-5018 1 Masonry Garbage Enclosure Example 110-5019 1 Detectable Warning Surface and Accessible Signage Layout 110-5020 1 Detectable Warning Surface and Accessible Signage Layout on a Curve 110-5021 Revised July 21, 2017 TES-ENG (SH)
Permanent Bollard with Accessible Sign 110-5022 2 Sump Pump and Storm Lateral Detail 110-5023 Meter Chamber Detail (For 75mm & 150mm Dia. Water Services) Meter Chamber Detail (For 150mm & 200mm Dia. Water Services) 110-5024 2 110-5025 1 Winterized Meter Pit ¾ & 2 110-5026 2 Revised July 21, 2017 TES-ENG (SH)
Recreation and Community Services Dwg No. Revision Deciduous Planting Detail 110-6001 1 Coniferous Planting Detail 110-6002 1 Shrub Planting Detail 110-6003 1 Ground Cover Planting Detail 110-6004 1 Wood Post Guard Detail 110-6005 2 Wood Guard Rail Detail 110-6006 2 Park Sign Detail 110-6007 1 Armour Stone Detail 110-6008 2 Bench Pad Detail 110-6009 2 Typical Roadway Entrance Gate 110-6010 2 Entrance Detail Section 110-6011 2 Typical Asphalt Pedestrian Trail Cross Section 110-6012 1 Typical Tree Spade Detail (Interim Standard) I-110-6013 1 Revised July 21, 2017 TES-ENG (SH)
Fire Services Dwg No. Revision No Parking Fire Route Sign Requirements 110-7001 Post and Chain Emergency Access 110-7002 Fire Access Route Dimensions 110-7003 Fire Hydrant Requirements 110-7004 Fire Access Route Requirements 110-7005 Fire Hydrant Sign 110-7006 Revised July 21, 2017 TES-ENG (SH)
Roads Revised July 21, 2017 TES-ENG (SH)
Standard Sidewalk Detail
MONOLITHIC CURB-FACED SIDEWALK FOR CONCRETE ROAD
TREE ROOT SIDEWALK REPLACEMENT
SIDEWALK RAMP DETAILS SEMI-URBAN INTERSECTIONS
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 WIDENINGS OR OVERLAYS
PERMANENT ROAD REINSTATEMENT REQUIREMENTS
TEMPORARY ROAD REINSTATEMENT REQUIREMENTS
CONSTRUCTION DETAIL FOR SUPPORT OF UTILITIES
NOTES: ³. TRANSPORTATION & TYPICAL TRENCH REINSTATEMENTS FOR GRASS BOULEVARDS
TYPICAL SUBDRAIN INSTALLATION FOR EXISTING ASPHALT ROAD
TYPICAL SUBDRAIN INSTALLATION FOR CONCRETE BASE REPAIRS
TYPICAL CULVERT REPLACEMENT OR RELOCATION
DETAIL FOR CULVERT CLEANOUT
TYPICAL CROSS SECTION DITCH REGRADING
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
Sewers Revised July 21, 2017 TES-ENG (SH)
IN LINE CLEAN-OUT DETAIL
SEWER LATERAL DETAIL
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
Water Revised July 21, 2017 TES-ENG (SH)
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 OR WATERMAINS
WIRE SPLICE FOR WATERMAIN TRACER WIRE
COMMON FIRE HYDRANTS IN USE
STANDARD HYDRANT ASSEMBLY
. TRANSPORTATION & FIRE HYDRANT PROTECTION
Development Standards Revised July 21, 2017 TES-ENG (SH)
TYPICAL SERVICE LAYOUT FOR SINGLE FAMILY DWELLINGS
TYPICAL SERVICE LAYOUT FOR SEMI-DETACHED AND DETACHED DWELLINGS
MINIMUM PIPE SEPARATION
STANDARD ARRANGEMENT FOR WATER
WATER METER CONDUIT FOR REMOTE WATER METER INSTALLATION
TRANSPORTATION & TYPICAL WATER SERVICE LAYOUT FOR CONDOMINIUM OR RENTAL TOWNHOUSES (SINGLE-OWNERSHIP PROPERTIES) FRONTING MUNICIPAL ROAD ALLOWANCE
WALL TRANSPORTATION & TYPICAL RESIDENTIAL WATER METER INSTALLATION
TYPICAL METER INSTALLATION FOR LIGHT INDUSTRIAL AND COMMERCIAL
PROPOSED WATER SERVICING SINGLE BUILDING (DOMESTIC AND FIRE PROTECTION)
TYPICAL 20m R.O.W. URBAN CROSS-SECTION WITH SIDEWALKS AND 7.75m PAVEMENT WIDTH
TYPICAL 18m R.O.W. URBAN CROSS-SECTION WITH SIDEWALKS AND 7.75m PAVEMENT WIDTH
TYPICAL SERVICE ENTRANCES FOR 100mm TO 300mm
TYPICAL CROSS-SLOPE DRAINAGE
TYPICAL REAR LOT DRAINAGE
GENERAL NOTES, DRAINAGE SPECIFICATIONS AND LOT DATA
SCHEMATIC DIAGRAM FOR CLEANOUTS
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
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
DETECTABLE WARNING SURFACE AND ACCESSIBLE SIGNAGE LAYOUT
DETECTABLE WARNING SURFACE AND ACCESSIBLE SIGNAGE LAYOUT ON A CURVE
PERMANENT BOLLARD WITH ACCESSIBLE SIGN
SUMP PUMP AND STORM LATERAL DETAIL
PLAN SECTION TRANSPORTATION & METER CHAMBER DETAIL FOR 75mmØ & 100mmØ WATER
PLAN SECTION TRANSPORTATION & METER CHAMBER DETAIL FOR 150mmØ & 200mmØ WATER
SECTION DETAIL OF METER PIT AND VALVE TRANSPORTATION & WINTERIZED METER PIT 3 4" [20mm] & 2" [50mm]
Recreation & Community Services Revised July 21, 2017 TES-ENG (SH)
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 TRAIL CROSS SECTION
TRANSPORTATION & TYPICAL TREE SPADE DETAIL *Interim Standard*
Fire Services Revised July 21, 2017 TES-ENG (SH)
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
POST AND CHAIN EMERGENCY ACCESS
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
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
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
FIRE HYDRANT SIGNS