Subdivision & Development Bylaw No. 1201, 2014

Tofino, British Columbia · adopted 2014-01-01

This is the exact embedded text of the captured official document. Snapshot 61b7e11c7fa1 · verified 2026-06-08 · original document · archived snapshot · unofficial consolidation, the official version is held by the municipal clerk.

Subdivision and Development Control Bylaw No. 1201, 2014 9 Schedule 'A' - District of Tofino - Road Cross-Sections Subdivision and Development Control Bylaw No. 1201, 2014 Refer to Map 7 "Road Typologies" in the Official Community Plan for road designation. A1 - Primary Arterial A2 - Gateway Arterial A3 - Downtown Arterial C1 - Downtown Collector C2 - Village Collector C3 - Industrial Collector C4 - Recreational Access Collector C5 - Residential Collector L1 - Downtown Local (Not Included) L2 - Village Local L3 - Residential Local L4 - Village Rear Lane Local L5 - Cul-De-Sac Local DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted A1 PRIMARY ARTERIAL STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By McElhanney JAN 2014 DRAWING NUMBER A1 Title Reference: BC Ministry of Transportation and Infrastructure - Supplement to TAC Geometric Design Guide Figure 440.A Typical Section - Rural Local Undivided DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted A2 GATEWAY ARTERIAL STREET SECTION (Page 1 of 2) Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER A2.1 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted A2 GATEWAY ARTERIAL STREET SECTION (Page 2 of 2) Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER A2.2 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted C2 VILLAGE COLLECTOR STREET SECTIONS Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER C2 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted C3 INDUSTRIAL COLLECTOR STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER C3 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted C4 RECREATIONAL ACCESS COLLECTOR STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER C4 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted C5 RESIDENTIAL COLLECTOR STREET SECTIONS Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER C5 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted L2 VILLAGE LOCAL STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER L2 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted L3 RESIDENTIAL LOCAL STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER L3 Title DISTRICT OF TOFINO SUBDIVISION & DEVELOPMENT CONTROL BYLAW All Dimensions Shown in Metres, Unless Otherwise Noted L5 CUL-DE-SAC LOCAL STREET SECTION Revision Date Approved 1 2 3 Approved Date Drawn By Bunt & Associates November 2011 DRAWING NUMBER L5 Title Subdivision and Development Control Bylaw No. 1201, 2014 11 Schedule 'B' - District of Tofino - Approved Products List Subdivision and Development Control Bylaw No. 1201, 2014 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 1 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Waterworks Fire Hydrants Compression with lugs for tie rods 150mm inlet AWWA C502-94 (143.75mm outside dia 4 threads per 25mm) Terminal City C71P AVK #2780 Paint Red with white port caps- contact Fire Department for thread sizes and diameters - counter clockwise opening 10-Nov-15 Waterworks Pipe PVC 75mm to 300mm DR25/18/14 Class 100/150 AWWA C900/C905 CSA 137.3 IPEX or J-M "Blue Brut" (100mm to 1200mm) Royal Pipe Systems (100mm to 450mm) Rehau Aqualoc Northern Pipe (100mm to 762mm) 10-Nov-15 Waterworks Tracer Wire RWU 90 10 Gauge (AWG) XLPE insulation for direct burial applications 10-Nov-15 Waterworks Pipe Ductile Iron AWWA C151 10-Nov-15 Waterworks Pipe Steel AWWA C200 10-Nov-15 Waterworks Service Connection Pipe HDPE C/W tracer wire laid in trench 19mm to 50mm AWWA C901-22, pressure class 160, 200 CSA B137.1 Tracer wire laid in trench, must be visible in meter and BFP box 10-Nov-15 Waterworks Pipe fittings: 90, 45, 22.5, crosses, tees, wyes, reducers Cast Iron Ductile Iron Compact Ductile Iron to 1035 Kpa to 2415 Kpa to 2415 Kpa AWWA C110 AWWA C110 AWWA C153 Must be stamped with AWWA standards 10-Nov-15 Waterworks Pipe Joint Protection As Required Canus "JointWrap" cold applied pipe joint sleeve or equal 10-Nov-15 Waterworks Corporation Stops Compression Type 19mm to 50mm AWWA C800 1035 Kpa Mueller H-15008 Ford F-1000 Cambridge E-17072, series 102 to 75mm with Superintendent of Road Works approval only 10-Nov-15 Waterworks Curb Stops 19mm to 50mm ASTM B62 Full flow, full port Mueller H-110 Ford BH44-233 Cambridge series 103 10-Nov-15 Waterworks Service Saddles Ductile Iron Pipe Service to 75mm Double strap AWWA C800, C210, C213, C111 Robar 2408DS Canpac CD-2 Robar 2506DS Canpac CDES-2 10-Nov-15 Waterworks Pipe HDPE 100mm to 300mm PE 4710, PE3408, C906-12 Sclair - KWH 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 2 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Waterworks Service Saddles PVC Pipe Service to 75mm Double strap AWWA C800, C210, C213, C111 ASTM (A536) Robar 2406DS, 27-6DS, 2506DS, 2606DB Smith-Blair 317, 357 Canpac SC-1, SC-2 10-Nov-15 Waterworks Abandon Service Sleeves 150mm to 600mm Mains and 19mm or 25mm Services NCT 304 SS Const. Robar 6636 AS 10-Nov-15 Waterworks Tapping Sleeves Ductile/PVC Pipe 75mm and larger AWWA C900 ASTM (A283) Robar 6606, 6906, 6506 Romac SST, FTS Smith-Blair 622, 662 10-Nov-15 Waterworks Repair Clamps Double bolted with or without tapped outlets 100 to 350mm dia 200 to 600mm lengths Gasket to ASTM D2000 Robar 5626 Canpac Style CR2 10-Nov-15 Waterworks Couplings AWWA C219, C213, C210, C550, ASTM (A536) Gaskets ASTM D2000 endplates ASTM A536 centre ring ASTM A536 bolts/nuts AWWA C111 Robar 1408, 1506 Robar 1726 Multi Range Hymax 2000 Romac Macro HP Smith-Blair #441 10-Nov-15 Waterworks Flanged Coupling Adapters AWWA C219, C213, C210, C550, ASTM (A536) Gaskets ASTM D2000 endplates ASTM A536 centre ring ASTM A536 bolts/nuts AWWA C111 Robar 7404 Romac FCA 501 Smith-Blair #912 10-Nov-15 Waterworks Restrainers Ductile PVC PVC (bell joint) 100mm to 300mm AWWA C219, C210, C213, C550 C900 DR 18 Uni Flange series 1300 (PVC) Uni Flange 1350,1390 (PVC) Uni Flange 1400 (DI) Robar 4400 Robar 4450, 4452 EBAA IRON Series 3800 EBAA IRON 1506TD Royal Pipe Cobra Lock 10-Nov-15 Waterworks Gate Valves Resilient seated 100mm to 300mm AWWA C509 Clow F-6100 Mueller A-2370 AVK 03, 25/45 Counterclockwise-confirm with Superintendant 10-Nov-15 Waterworks Butterfly Valves AWWA C504 class 150B As per contract drawings 10-Nov-15 Waterworks Valve Boxes Mainline Circular Terminal City "Maple Ridge" MR Victoria Foundary "Robar" Use TC "NT" in non-paved areas 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 3 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Waterworks Service Boxes Curb Stop Circular Terminal City "NCR" Alf's Flat Tops 10-Nov-15 Waterworks Vaults Pressure Reducing Valve Chamber As per specifications Lombard Precast Hyland Precast AE Concrete 10-Nov-15 Waterworks Water Meter 19mm and 25mm Elster SM700 Itron 60w ERT prewired to meter Pit style must use lid mount pit antennae and compatible lid. 10-Nov-15 Waterworks Water Meter Larger than 75 mm Aquamaster Itron 60w ERT prewired to meter 10-Nov-15 Waterworks Water Meter Up to 75mm Aquamaster Itron 60w ERT prewired to meter 10-Nov-15 Waterworks Setter Idler Brass or Cambridge P/N 15mm to 25mm 450 Series (1-4) 10-Nov-15 Waterworks Setter Idler Cambridge 38mm to 50mm 450 Series (5-6) 10-Nov-15 Waterworks Setter Coppersetter 15.625 to 25mm NSF-61 Mueller Ford Cambridge Brass Full Flow - Dual Check with relief screw 10-Nov-15 Waterworks Meter Boxes Concrete (Brooks Box) H-20 Loading A.E. Concrete Full perimeter recess 10-Nov-15 Waterworks Meter Box Lid Cast Iron (Brooks Box) H-20 Loading Terminal City Solid Lid Stamped with Water Meter No Recess for radio read. 10-Nov-15 Waterworks Service Stub Restrainer Stainless Steel Robar Capping bracket for covering a corp stop at the main in an AC concrete pipe - When abandoning service 10-Nov-15 Sanitary Pipe PVC smooth 100mm to 475mm ASTM D3034 CSA.B182.2, 100, 150mm DR28, 200mm DR35 Royal Pipe Systems Ipex or J-M "Ring-Tite" Rahau Abondloc Northern Pipe 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 4 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Sanitary Pipe PVC smooth 200mm to 375mm ASTM D3034, CSA 182.2 100, 150mm DR 28 > 200mm DR 35 Royal Pipe Systems Ipex "Ring-Tite" Rauhau Abondloc Northern Pipe J-M Manufacturing 10-Nov-15 Sanitary Pipe Ribbed extruded seamless 450mm to 900mm CSA B182.4 ASTM F794-89, D2412 Kor Flo (450mm - 900mm) Ipex "Ultra-Rib" (450mm-600mm) Rahau ARauRib (375mm-450mm) 10-Nov-15 Sanitary Pipe Connectors Rubber Couplings Stamped CSA Approved 10-Nov-15 Sanitary Tees Inserta Tee 100mm to 300mm MMCD 33 30 01 pg 8 - 3.10.1 Detail dwg S7 Royal Pipe Systems Galaxy Plastics Ltd. "EZ Tee" Post-main construction only - Inserta tees will not be permitted for new construction. Maximum service size to be at least 2 pipe sizes less than main. 10-Nov-15 Sanitary Pipe Fittings: Wyes, bends, reducers PVC smooth CSA B182.2 182.2 ASTM D3034 10-Nov-15 Sanitary Pipe Fittings: Wyes, bends, reducers PVC smooth 200mm to 375mm ASTM D3034, CSA 182.2 100, 150mm DR 28 > 200mm DR 35 10-Nov-15 Sanitary Inspection Chambers Add A Flap Adapt A Valve 100mm to 150mm MMCD 33 30 01 pg 8 - 3.10.3 Royal Pipe Systems Pro-Line Fittings c/w red (colour coded) lid 10-Nov-15 Sanitary Manhole Frame and Cover H20 Loading ASTM A48 Terminal City Westview Sales 10-Nov-15 Sanitary Manholes Adjustable Frame and Cover C-18 H20 Loading Terminal City Westview Sales Must use never-seize and protective covering on adjustable bolts 10-Nov-15 Sanitary Manhole Pre cast sections ASTM C478M As per manhole specifications Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Sanitary Manhole Base Pre Bench ASTM C478M As per manhole specifications Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Sanitary Manholes Adjusting Rings HDPE - H20 Loading Ipex Life Saver Manhole Adjusting Rings Must use SIKAFLEX adhesive 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 5 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Sanitary Gate Valves AVK Iron body, resilient seated, stainless steel stem, 50 mm operating nut 10-Nov-15 Sanitary Ball Check Valve AVK Series 53/3x Iron body, resilient seated, ball check 10-Nov-15 Storm Pipe Concrete <675mm Non-reinforced circular concrete pipe and fittings to ASTM C14M designed for flexible rubber gasket joints to ASTM C443M Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Storm Pipe Concrete >675mm Reinforced circular concrete pipe and fittings to ASTM C76M designed for flexible rubber gasket joints to ASTM C443M Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Storm Pipe PVC smooth 200mm to 375mm ASTM D3034, CSA 182.2 100, 150mm DR 28 > 200mm DR 35 Royal Pipe Systems Ipex "Ring-Tite" Rauhau Abondloc Northern Pipe J-M Manufacturing 10-Nov-15 Storm Pipe PVC ribbed diagonal 750mm and 900mm CSA B182.4 ASTM F794 Class 5, ASTM D2412 Ipex "Perma-Loc" Royal Pipe Systems 10-Nov-15 Storm Pipe PVC ribbed extruded seamless 200mm to 900mm CSA B182.4 ASTM F794-89, D2412 Kor Flo 450mm-900mm) Ipex Ultra-Rib (450mm-600mm) Rehau ArauRib (450mm) 10-Nov-15 Storm Pipe Corrugated steel pipe >900mm CSA G401-93 10-Nov-15 Storm Culverts Corrugated steel pipe HDPE >=300mm CAN G401 CSA B 182.8 Boss 2000 Armtec 10-Nov-15 Storm Tees Inserta Tee 100m to 300mm MMCD 33 40 01 pg 9 - 3.10.1 Detail dwg S8 Royal Pipe Systems Galaxy Plastics Ltd. "EZ Tee" Maximum service size to be at least 2 pipe sizes less than main. 10-Nov-15 Storm Pipe Fittings: Wyes, bends, reducers PVC smooth CSA B182.1 182.2 ASTM D3034 Royal Pipe Systems Ipex 10-Nov-15 Storm Pipe Fittings: Wyes, bends, reducers PVC rib to ribbed 375mm plus ASTM F794 CSA B182.4 Royal Pipe Systems Ipex 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 6 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Storm Inspection Chambers Add A Flap Adapt A Valve 150mm MMCD 33 40 01 pg 9 - 3.10.3 Royal Pipe Systems Pro-Line Fittings 10-Nov-15 Storm Manhole Frame and Cover H20 Loading Terminal City 10-Nov-15 Storm Manholes Adjustable Frame and Cover C-18 H20 Loading Terminal City Westview Sales Must use never-seize and protective covering on adjustable bolts 10-Nov-15 Storm Manholes Precast sections ASTM C478M As per manhole specifications Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Storm Manholes Adjusting Rings HDPE - H20 Loading Ipex Life saver Manhole Adjusting Rings Must use SIKAFLEX adhesive 10-Nov-15 Storm Manhole Base Pre Bench ASTM C478 Lombard Precast Hyland Precast Langley Precast 10-Nov-15 Storm Catchbasin Frame and Grate Rectangular ASTM A48 H20 Loading Terminal City Westview Sales 10-Nov-15 Storm Catchbasin With curb inlet Rectangular ASTM A48 H20 Loading Terminal City Westview Sales 10-Nov-15 Storm Catchbasin Precast concrete ASTM C478M, leads 200mm dia, DR35 As per Standard Detail Drawings 10-Nov-15 Storm Catchbasin Adjusting Rings HDPE - H20 Loading Ipex Life Saver Manhole Adjusting Rings Must use SIKAFLEX adhesive 10-Nov-15 Storm Headwall Premanufactu red (Concrete or Composite) Pipe size of 200mm to 1200mm Custom Industrial Fibreglass Ltd. PRO-ECO- LITE Lombard Pre Cast Inc. Provide grates on all storm drain inlets and outlets over 375mm or over 300mm. 10-Nov-15 Storm Manufactured Oil/Sediment Trap Unit In Precast Manhole Lid and Manholes H20 Loading Stormceptor Contech Vortechs VortSentry Size in accordance with specifications 10-Nov-15 DISTRICT OF TOFINO APPROVED UTILITY PRODUCT LIST BYLAW NO. 1201, 2014 - SCHEDULE B 7 of 7 Division Item Type Size Standards Approved Products Comments Date Approved Storm Open Drain PVC 100mm to 200mm NDS Pro Series PVC grate in Blvd application H-20 loading grate in road application 10-Nov-15 Street Lighting As per MMCD As per MMCD 10-Nov-15 Signs Round Post Break- out Coupler and Anchor Extension (Break Away Base) To fit Galvanized Round Pole 50mm 12G Inprotect - Anchor adapter part # HDAAA and complete top part # BOR 238-1316 Or Break-out 2-3/8" round post coupler - complete part # BOR 238-1012 To be used when pole is to be placed in a finished concrete or asphalt surface 10-Nov-15 Signs Post Mounting Hardware Round 50mm HS-1 10-Nov-15 Signs Stop Sign Blades 600mm x 600 mm stop signs for local roads. 750mm x 750mm stop signs for arterial and collector roads All stop signs to be Diamond Grade 10-Nov-15 Signs All Other Sign Blades All signs to conform to BC Min of Transportation and/or TAC 10-Nov-15 Landscaping Retaining Walls Lock + Load A.E. Concrete Precast Products 10-Nov-15 Landscaping Retaining Walls Allen Block Allan Block Corp. 10-Nov-15 Subdivision and Development Control Bylaw No. 1201, 2014 13 Schedule 'C' - MMCD - Design Guideline Manual - 2014 Edition (Bound Separately) Subdivision and Development Control Bylaw No. 1201, 2014 THIS PAGE IS INTENTIONALLY LEFT BLANK Subdivision and Development Control Bylaw No. 1201, 2014 14 Schedule 'D' - MMCD - Volume II Platinum Edition (Bound Separately) Subdivision and Development Control Bylaw No. 1201, 2014 THIS PAGE IS INTENTIONALLY LEFT BLANK Schedule 'E' - District of Tofino - Supplementary Design Guidelines Subdivision and Development Control Bylaw No. 1201, 2014 1. GENERAL DESIGN CONSIDERATIONS AND DRAFTING STANDARDS 1.1. Subdivision design to include coordination of Independent Utility design for works within the roads and/or municipal rights of way as required to service the lots created. The Developer, or his Authorized Agent, shall ensure that the design of those works is integrated with the design of other works required under this bylaw. These Independent Utilities shall include, but may not be limited to the following: INDEPENDENT UTILITIES - BC Hydro electrical power distribution; - Telus telephone and communications; and, - Shaw Cable communications. Independent Utilities to be carried in an underground duct system. 1.2 The Developer is responsible to provide all rights-of-way required for construction of both municipal and independent utilities required to service the lots created. This requirement is not limited to the subject parcels and may include rights-of-way across neighbouring properties. UTILITY RIGHTS-OF-WAY 2.1 This section shall govern the preparation of engineering drawings associated with development approval and the Municipal works and services. SCOPE 2.2 A complete set of construction drawings shall consist of separate drawings of some or all of the following: GENERAL REQUIREMENTS (a) Site plan and key plan (b) Drainage area plan (c) Plan and profile for roads, drainage and storm sewers (d) Plan and profile for sanitary sewers and watermains (e) Plan and profile for sanitary and storm sewers for common trench designs (f) Plans of proposed street lighting, hydro, telephone and cablevision (g) Additional plans showing any special details and cross-sections (h) Landscaping plans as required by Tofino 2.2.1 Maximum drawing size shall be 610 mm x 915 mm (24" x 36"). 2.2.2 Drawings shall be prepared by utilizing computer drafting methods. The MMCD drawing template shall be utilized. 2.2.3 Drawing scales and dimensions shall be shown. To facilitate scaling, graphical scales shall be indicated on all reproducible drawings. All drawings shall be metric. 2.2.4 In all cases, lettering shall be done with sufficient care to permit clear, one-half size reduction. 2.2.5 The drawings shall be neat and legible and they shall clearly locate and describe the work in sufficient detail to facilitate construction, with clearly defined limits of construction. 2.2.6 Plan profile drawings shall be drawn with the profile on the bottom of the drawing sheet. 2.2.7 Standard drafting procedures shall be used for dimensioning, arrowheads, line densities, etc. Lettering shall be to Leroy metric heights and widths with the minimum height of lettering being 2 mm to 2.5 mm. Vertical upper case lettering is preferred. Conflicts between line work, symbols, dimensions or text shall be removed. 2.2.8 All elevations shown on drawings shall be metric geodetic datum NAD 83 and the source and location of datum shall be clearly noted on each drawing. 2.2.9 Drawing title block shall include the project name, project location, type of drawing (i.e. Site Plan) and Engineer's name and/or company name and logo, address, phone number and email address. 2.2.10 Plan and Profile drawings shall be to the following scales unless otherwise approved: Horizontal 1:500 or 1:250 Vertical 1:50 2.2.11 The following notes shall be shown on either the site plan or the first drawing of the set: (a) "All work and materials are to be as described in the District of Tofino 'Design Guidelines and Specifications,' or as otherwise approved by the Superintendent." (b) "Connection to, or alteration of, existing District-owned utilities, will be undertaken by District of Tofino forces only, unless otherwise authorized by the Superintendent." (c) "A 'Construction Permit to Install Works Within Streets, Lanes and Tofino Property Areas', will be required where construction is to be undertaken in District of Tofino rights-of-way and/or on District of Tofino-owned utilities or properties." (d) "Upon approval of the permit, the Superintendent shall be notified forty-eight (48) hours prior to commencement of work." 2.2.12 Standard details such as manholes, catch basins, hydrants, etc., that are shown and described in the District of Tofino Standard Detailed Drawings need not be shown in detail on the drawings. Standard symbols for the various facilities as shown on Standard Drawings detailing Standard Symbols and Abbreviations shall be used and shown in a legend on all drawings. 2.2.13 All drawings shall bear the date stamp/seal and signature of the professional engineer responsible for the design. 2.2.14 Provision shall be made on all drawings for the insertion of the District of Tofino as-built file number in the lower right-hand corner of the drawing sheet. The space provided shall be a minimum ten (10) mm high by fifty (50) mm long. 2.2.15 Numerical values shown on the construction drawings shall reflect the decimal precision of the numbers. Generally numbers shall be shown to two (2) decimals unless accuracy warrants otherwise. 2.2.16 All elevations shown on drawings shall be metric geodetic datum. The source and location shall be clearly noted on each drawing. 2.2.17 All digital drawings submitted to the District must be in either DXF or DWG format, and the site shall be located on NAD83 (CSRS) coordinates. 2.3 2.3.1 The Site Plan of the construction works shall be to a scale of not less than 1:1000. SITE PLAN AND KEY PLAN 2.3.2 The following existing and proposed information shall be shown on the Site Plan: (a) Existing watercourses and setbacks (b) Pavement, curbs (c) Ditches, culverts, storm sewers, manhole cleanouts, inlet/outlet structures and catch basins (d) Sanitary sewers, manholes, cleanouts (e) Watermains, valves, hydrants, prvs, air valves, flush outs (f) All pertinent property, right-of-way and easement lines (g) Road allowance and easement dimensions (h) Lot numbers and existing legal plan numbers and addresses where applicable (i) One-metre contour lines (j) Plan and profile drawing reference numbers (k) Underground hydro, telephone, streetlights and cable and their related appurtenances (l) Survey control monuments (m) Traffic control devices, poles, conduits, signs and painting (n) Routing of all major storm flows including the 100 year storm (o) Approved street name from the District 2.3.3 A Key Plan to a small scale (e.g. 1:10,000), showing the location of the works in relation to major streets, shall be provided in the upper right-hand section of the drawing sheet. 2.3.4 A drawing index shall be provided and include the drawing titles, drawing numbers and provision for the District of Tofino as-built field number. 2.4 2.4.1 A drainage area plan (with a 1:500 to 1:2500 scale) must accompany storm drainage calculations for a subdivision or development. The plan shall include the following information: DRAINAGE AREA PLAN (a) Onsite and offsite drainage areas (b) Existing and proposed drainage systems (c) The 100 year storm flood routing (d) Contours (e) Existing and proposed road and lot layout (f) Existing and proposed drainage areas (g) Separate coloured existing and proposed drainage area plans where required for clarity 2.5 2.5.1 The Superintendent may require site and lot grading plans in areas where driveway grades, drainage outlets, servicing elevations, etc. may have a critical impact on the development of the lot. SITE AND LOT GRADING PLAN 2.5.2 The scale shall be 1:500 or 1:250. 2.5.3 The plans shall include the following information: (a) Existing ground elevations of lot corners and proposed building site. Include the location and depth of any fill areas. (b) Location and invert elevations for storm and sanitary services (c) Location of water service (d) Minimum building elevation (MBE) and critical finished landscape elevations (e) Direction of surface drainage and location of drainage swales, ditches and catch basins (f) Proposed driveway locations and grades (g) Applicable information required under MMCD Design Guidelines Manual - Storm Drainage 2.6 Each base plan and profile shall show, but not be limited to, the following information: PLAN AND PROFILE DRAWINGS - GENERAL 2.6.1 All cadastral information including property, right of way and easement lines and dimensions in sufficient detail to relate design to surrounding and adjacent properties 2.6.2 Legal description of properties 2.6.3 Road allowance dimensions 2.6.4 Existing pavement, curbs, sidewalks, ditches, driveways, lanes, retaining walls, buildings, trees and shrubs, etc., within right-of-way, and beyond the rights of way as required 2.6.5 Street addresses of existing buildings 2.6.6 Approved street name from District 2.6.7 Existing underground and surface utilities and services with offsets including, but not limited to, the following: (a) Sanitary sewers, storm sewers, watermains and appurtenances (b) Street light poles, conduit and appurtenances (c) B.C. Hydro poles and underground wiring ducts and appurtenances (d) Telus poles and underground wiring ducts and appurtenances (e) Cablevision ducts and appurtenances (f) Traffic control devices, conduits, signs and painting 2.6.8 All relevant topographic information including one (1) metre contour lines. Provide spot elevations and closer intervals on flat ground. 2.6.9 Plan and profile drawing reference number. 2.6.10 Benchmark elevation, identification number and location shall be shown in the notes section of each drawing. 2.6.11 Right-of-way and/or road centerline stationing to metric standards (0+000) at 20-metre intervals and shall be related geometrically to legal property lines or survey monuments. 2.6.12 Where possible, plan views shall be horizontal across the drawing sheet and shall be aligned vertically by centre-line stationing with the profile view. 2.7 The following shall be shown in addition to the information required in section 2.6: ROADS 2.7.1 All proposed roadworks, complete with existing elevation tie-in points and offsets from road centerline, including: pavement, curbs, sidewalks and poles. 2.7.2 All proposed roadworks including pavement, curbs, sidewalks, traffic control devices, poles, signs and painting, complete with offsets from road centre line. 2.7.3 Stations of the BC and EC of road centerline and curb return horizontal curbs together with the curve information including delta angle, centerline radius, tangent length and centerline arc length. 2.7.4 Details of intersections with spot elevations at all critical points including grades and elevations of curb returns. 2.7.5 Catch basin rim elevations and stations related to road centerline chainage. 2.7.6 Existing ground profile and finished pavement profile along the pavement centerline with elevations at 10 metre intervals. Existing ground profile to extend minimum 50 m beyond the end of the proposed work unless otherwise approved by the Superintendent. 2.7.7 Cross fall or crown information with gutter elevations at change points. 2.7.8 Proposed road centerline grade. 2.7.9 Stations and elevations of BVC, EVC and VPI. 2.7.10 Vertical curve information including the length of curve and sag or crest K value, where K equals the length of the vertical curve in metres divided by the algebraic difference in grades, percent. 2.7.11 Elevations along the vertical curve at ten (10) metre intervals. 2.7.12 Elevation and station of low and high spots of vertical curves. 2.7.13 Where the slope of existing ground is greater than 10% across the right-of-way, cross-sections shall be shown at intervals not exceeding twenty (20) metres (where required by the Superintendent). 2.7.14 Typical road cross-section showing right-of-way, pavement width, sidewalks, curbs, underground utilities, hydro, power and street light poles, hydrants and their related offsets. 2.7.15 Proposed monument locations. 2.7.16 Additional design details as required. 2.8 The following shall be shown in addition to the information required in section 2.6: STORM AND SANITARY SEWERS 2.8.1 All proposed storm and sanitary works including manholes, drop pipes, cleanouts, catch basins, inlet/outlet structures, pipe work, ditches, culverts and wyes, and pipe inverts. 2.8.2 Existing ground profile and finished ground or pavement profile along the centerline of the proposed sewer. 2.8.3 Distance between manholes with proposed grade. 2.8.4 Stations and elevations of the BC and EC of all horizontal curves with the curve information including delta angle, radius, tangent length and arc length. 2.8.5 Stations and elevations of BVC, EVC and VPI. 2.8.6 Vertical curve information including the length of vertical and maximum pipe deflection. 2.8.7 Elevations along vertical curves at ten (10) metre intervals. 2.8.8 Size, type and class of pipe. 2.8.9 Existing or proposed pipe crossings to be shown in profile. 2.8.10 Proposed inverts and offset locations to property line of service connections at property lines. 2.8.11 Location of existing buildings on properties served by storm and sanitary sewers. 2.8.12 Invert of existing sanitary and storm outlets at existing buildings. 2.8.13 Elevation of existing ground at the lowest point on the proposed lot. 2.8.14 Routing of all major storm flows including the 100 year storm with minimum basement floor elevations provided for properties with the potential to be affected by the major storm flows. 2.8.15 Additional design details as required. 2.9 The following shall be shown in addition to the information in section 2.6: WATERWORKS 2.9.1 All proposed waterworks including size, type and class of pipe, hydrants, valves, fittings and all related appurtenances with offsets related to road centerline. 2.9.2 Locations of proposed service connections including an offset distance from an iron pin or lot corner. 2.9.3 Existing ground profile and finished ground or pavement profile, and invert profile along the centerline of the proposed watermain. 2.9.4 All service crossings to be shown in profile (e.g., sewer mains, water mains, storm mains, etc.) 2.9.5 Extent of work required in making the connection to existing watermains. 2.9.6 If the proposed watermain alignment or profile varies from the road centerline, the following shall be provided: (a) Stations of the BC and EC of horizontal curves together with curve information including delta angle, radius, tangent length and arc length. (b) Stations and elevations of the BVC, EVC and VPI of vertical curves together with curve information including curve length and maximum pipe deflection required. (c) Elevations along vertical curves at ten (10) metre intervals. (d) Proposed grades. 2.9.7 Additional design details as required. 2.10 The following information shall be shown in addition to the information required for the plan view in Section 2.6: STREET LIGHTING, B.C. HYDRO, TELUS 2.10.1 Pole, conduit and appurtenances locations with offsets related to road centerline. 2.10.2 Size, type, class of conduits. 2.10.3 Schematics of wiring details for street lights and traffic signals. 2.10.4 The plan shall be to a scale of 1:500 or 1:250. 2.11 2.11.1 Where there is not sufficient room on the plan and profile drawings, design details for the particular drawing may be provided on a separate sheet. DETAIL SHEET AND CROSS-SECTIONS 2.11.2 Scale shall be determined by the designer to suit the design details, and shall be included with the detail drawing. Scale of the detail shall allow for legibility when reduced to one-half size. 2.11.3 Where road cross-sections are required, they may be provided on a separate sheet. 2.11.4 Cross-sections shall be to a scale of 1:250 (H) to 1:50 (V) unless otherwise approved. 2.11.5 Starting at the lower left hand corner of the drawing sheet, cross-sections shall be placed up the sheet order of increasing stationing. Grid elevations shall be shown at the left-hand side of each cross section and stationing shall be shown below each cross-section. Adequate space shall be left between cross-sections so as to ensure clarity. 2.11.6 Cross-sections shall include: (a) Design and road cross-section within the right-of-way. (b) Existing ground cross-section extending into the adjacent properties as required. 2.12 AS-BUILT DRAWINGS 2.12.1 Drawings shall include all information as specified elsewhere for the construction drawings, but shall be corrected upon completion of construction to eliminate all works removed during construction and reflect "As-Built" conditions for permanent records. 2.12.2 All dimensions shall reflect the "As-Built" conditions of the construction and all references to "Proposed" shall be removed. "As-Built" drawings shall be to scale in accordance with the "As-Built" dimensions shown. The Revision Table shall be completed indicating the drawings as "As-Built". 2.12.3 The "As-Built" drawings shall be submitted in digital format, dwg and PDF and on 3 mil Mylar so they can be reproduced by standard photocopying to provide clear and legible prints. 2.12.4 Line work for all constructed works shown on the drawings shall be drawn with the thicker line density (as for proposed works) for ease of determining the extent of works covered by the drawings. Proposed construction for future phases of the project shall not be shown on the "As-Built" drawings. 2.12.5 All drawings shall also include the following information: (a) The location and elevation of all existing utilities and services encountered in the construction operation. (b) The location and invert elevation at property line of all individual service connections, and the wye chainage, at the main for all constructed and existing works. (c) A note on each drawing describing the type of trench material (sand, gravel, clay, hard pan, etc.) encountered during construction and the location and profile of all rock. The following information shall be submitted with the "As-Built" drawings: 2.12.6 Service cards for each lot showing the "As-Built" location of all service connections. 2.12.7 Street names approved by the District. 2.12.8 Statutory right-of-way and easement drawings. 2.12.9 Revised storm drainage calculations, if required, to reflect changes during the storm sewer construction. 2.12.10 Revised sanitary sewer calculations, if required, to reflect changes during the sanitary sewer construction. 2.12.11 Revised street light calculations, if required, to reflect changes during the street light installations. 2.12.12 All documents listed in District of Tofino - Subdivision Process Description and Flow chart - Step 7. 2.13 The Site Plan shall be revised to conform to the "As-Built" drawings and submitted on paper prints (3) and in CAD format as noted below. These drawings will be used as the basis for Municipal servicing overlays, and must clearly show the following information: SITE PLAN (a) Standard information as noted in Section 2.3 (b) Road alignment and lot layout (c) Schematic layout of water, sewer and storm drain systems, including the location of all valves, hydrants, manholes, catch basins and other appurtenances (d) Size and material type of all watermains, sewers and storm drains (e) Sidewalk location where required (f) Location of street lighting (g) Index of plan/profile design drawings 2.14 The following are guidelines to assist in the standardization of computer-generated drawings submitted to the District of Tofino: COMPUTER DRAFTING STANDARDS 2.14.1 Drawings shall be 100% compatible with Auto CAD. 2.14.2 Drawing layers, pen colour and line types shall conform to MMCD standards. 2.14.3 Drawings shall be submitted in DWG and PDF format. 2.14.4 The MMCD drawing template shall be utilized. Subdivision and Development Control Bylaw No. 1201, 2014 20 Schedule 'F' - District of Tofino - Supplementary Specifications Subdivision and Development Control Bylaw No. 1201, 2014 THIS PAGE IS INTENTIONALLY LEFT BLANK "Schedule F" District of Tofino Table of Contents and Explanation of Supplementary Standard Details Supplementary Specifications - Amendment Register Supplementary Detail Drawings  Standard Detail Drawings in the Master Municipal Construction Documents are deleted and replaced by the listed Supplementary Detail Drawings.  Minor changes to the MMCD Standard Detail Drawings are identified by highlighting the changes on the drawing list.  More significant changes or additional details are presented as additional Supplementary Detail Drawings. Concrete and Miscellaneous Details - Supplementary Details General - Supplementary Details Roadworks - Supplementary Details Sanitary Sewer and Storm Drain - Supplementary Details Watermain - Supplementary Details Supplementary Specifications MMCD 31 23 17 (Contractor Responsible for Survey, Monitoring, Control) "Schedule F" District of Tofino - Supplemental Specifications AMENDMENT REGISTER Amendment No. Date Amended Section Amended Page Description of Amendment Schedule 'F' - District of Tofino - Supplemental Specifications Concrete and Miscellaneous - Drawing Index(COLLECTOR ON 1 Concrete and Miscellaneous Details MMCD Standard Detail Drawing Tofino Supplemental Detail Drawing C1 Concrete Sidewalk, Infill and Barrier Curb Use MMCD Drawing No expansion joint material between sidewalk and curb - use bond break C2 Concrete Sidewalk and Barrier Curb Use MMCD Drawing No expansion joint material between sidewalk and curb - use bond break C3 Concrete Sidewalk and Rollover Curb Use MMCD Drawing Sidewalk thickness minimum 150mm No expansion joint material between sidewalk and curb - use bond break C4 Concrete Curbs - Narrow Base Use MMCD Drawing Thicken concrete curb by 150mm, or reinforce with 2 - 15M bars at industrial, commercial, and multi family (over 2 residences) crossings. C5 Concrete Barrier Curb - Wide Base Use MMCD Drawing Thicken concrete curb by 300mm, or reinforce with 2 - 15M bars at industrial, commercial, and multi family (over 2 residences) crossings. C6 Concrete Median Curb and Interim Curbs Use MMCD Drawing C6A-SD Valley Curb and Flat Curb C7 Driveway Crossing and Barrier Curbs Do Not Use C7A-SD Typical Sidewalk and Driveway Crossing - Type 1 C7B-SD Typical Sidewalk and Driveway Crossing - Type 2 C7C-SD Typical Sidewalk and Driveway Crossing - Type 3 C7D-SD Typical Sidewalk Construction and Finishing Details C8 Wheelchair Ramp for Sidewalk, Infill, and Barrier Curb Do Not Use C8A-SD Pedestrian Sidewalk Ramp for Non Mountable Curb - Single C8B-SD Pedestrian Sidewalk Ramp for Non-Mountable Curb - Double C10 Concrete Walkway Do Not Use C11 Bicycle Baffle Use MMCD Drawing Schedule 'F' - District of Tofino - Supplemental Specifications Concrete and Miscellaneous - Drawing Index(COLLECTOR ON 2 C12 Removable Restriction Post Use MMCD Drawing Provide restrictions at 1.5m each side of posts to ensure that vehicle traffic is restricted. C13 Chain Link Fence for Walkway Use MMCD Drawing C14 Handrail on Concrete Retaining Wall Use MMCD Drawing C15-SD Curb Extension Detail C16-SD Temporary Asphalt Curb Schedule 'F' - District of Tofino - Supplemental Specifications General Details - Drawing Index General MMCD Standard Detail Drawing Tofino Supplemental Detail Drawing G1 General Legend for Contract Drawings Use MMCD Drawing G2 Legend for Materials Use MMCD Drawing G3 Legend for Street Lights and Traffic Signal Drawings Use MMCD Drawing G4 Utility Trench Use MMCD Drawing Minimum 150mm of bedding below pipe in rock. G4A-SD Sanitary and Storm Sewer in Common Trench G5 Use MMCD Drawing Pavement Restoration asphalt thickness can be minimum 50mm asphalt thickness on local roads, but match existing asphalt thickness to maximum 80mm. G6 Concrete Encasement for Watermain / Sewer Separation Use MMCD Drawing G7 Concrete Protection for Underground Utilities Use MMCD Drawing G8 Pipe Anchor Blocks Do Not Use G8A-SD Trench Dams for Utility Mains G9-SD Typical Location of Service Connections to Residential Vacant Lots G10-SD Private Utilities - Underground Electrical Common Trench Details G11-SD Private Utilities - Underground Electrical Typical Service Box Locations G12-SD Bollard Light Schedule 'F' - District of Tofino - Supplemental Specifications Roadworks Details - Drawing Index Roadworks MMCD Standard Detail Drawing Tofino Supplemental Detail Drawing R1 Paved Shoulders Use MMCD Drawing R2-SD Typical Driveway Grades at Curbs R3-SD Typical Driveway Grades at Gravel Shoulders R4-SD Perforated Steel Base for Signs R5-SD Standard Traffic Sign Installation Details R6-SD Commercial and Industrial Standard Cul-de- Sacs R7-SD Local Standard Cul-de-Sac Schedule 'F' - District of Tofino - Supplemental Specifications Sanitary Sewer and Storm Drain - Drawing Index 1 Sanitary Sewer and Storm Drains MMCD Standard Detail Drawing Tofino Supplemental Detail Drawing S1 Standard and Sump Manholes Do Not Use S1A-SD Typical Manhole Details for Mains to 375mm diameter - Standard pre-cast type. S1B-SD Typical Manhole Benching Details S2 Standard Manhole Connection Details Use MMCD Drawing Manhole adaptor rings required for plastic pipes. S3 Manhole Connection Details - Drop and Ramp Type Use MMCD Drawing Maximum inside ramp to be reduced from 250mm to 150mm. S4 Inside Drop Manhole Use MMCD Drawing. Maximum 200mm drop for 1200mm manhole. S5 Precast Riser Manhole Use MMCD Drawing. Top manhole riser to be 300mm. S6 Sewer Cleanout Do Not Use S6-SD Temporary Cleanout Structure S7 Sanitary Sewer Connection Use MMCD Drawing Services minimum 0.75 cover. IC riser green for storm drain, white for sanitary sewer. All IC's to be set in in a box per S9, Installation in a driveway and road. S8 Storm Sewer Service Connection Do Not Use Use MMCD S7 and S9 except paint post green, IC riser to be green, lid to be green. S9 Inspection Chamber for 100mm to 200mm Sanitary Sewer Connections Use MMCD Drawing for Sewer and Drain. Concrete box and steel checkerplate lid marked Sanitary or Storm required for all installations per installation in driveway and road. S10 Inspection Chamber for 250 to 375 Storm Sewer Connection Do Not Use Use MMCD S8 and S9 for up to 250mm services. Manholes for over 250mm except where service ties into a close manhole. S11 Top Inlet Catch Basin Do Not Use S11A-SD Curb Type Catch Basin for Formed Curbs Type 1 and Type 2 Schedule 'F' - District of Tofino - Supplemental Specifications Sanitary Sewer and Storm Drain - Drawing Index 2 S12 Lawn Drains Use MMCD Drawing S13 Storm Sewer Inlet With Safety Grillage Use MMCD Drawing where appropriate. Install grates at all storm drain inlets and on outlets over 375mm. S14 Concrete Block Headwall Do Not Use S14A-SD Precast Concrete Headwalls for Pipe Inlet and Outlets (300 to 1200). Install grates at all storm drain inlets and on outlets over 375mm. S14B-SD Precast Concrete Headwalls for Pipe Inlets (300 to 450). Install grates at all storm drain inlets and on outlets over 375mm. S15 Driveway Culverts with Concrete Block Headwalls Do Not Use S15-SD Concrete Filled Sandbag Headwall for Culvert Inlets and Outlets. S16-SD Catch Basin Frame and Grate for Type 1 Catch Basins S17-SD Catch Basin Frame and Grate for Type 2 Catch Basins S18-SD Adjustable Catch Basin Frame and Hood for Non Mountable Curbs - Type 3 S19-SD Detail of Storm Service Box and Inspection Assembly Installation in Paved Lanes and High Traffic Areas S20-SD Heavy Duty Manhole Cover and Frame S21-SD Utility Chamber Manhole Frame, Ring and Cover S22-SD Watertight Manhole Frame and Cover S23-SD Standard Plastic Storm Service Box (Special Applications Only) S24-SD Standard Concrete Service Box S25-SD Large Service Box S26-SD MR Type Steel Service Box S27-SD 50mm Pressure Sewer Service S28-SD Sewage Pump Station "Pig Loader" Detail Schedule 'F' - District of Tofino - Supplemental Specifications Sanitary Sewer and Storm Drain - Drawing Index 3 S29-SD Sewage Pump Station "Pig Loader" Schematic S30-SD Tofino Short Duration Rainfall Intensity - Duration - Frequency Data S31-SD Time of Concentration Table IMPORTANT: CARRIAGE BOLT TO EXTEND EXACTLY 18mm ABOVE CASTING. Schedule 'F' - District of Tofino - Supplemental Specifications Watermain - Drawing Index 1 Watermains MMCD Standard Detail Drawing Tofino Supplemental Detail Drawing W1 Use as required W1-SD Thrust Block Details with Sizing W2A Water Service Connection - Service Box Do Not Use W2B Water Service Connection - Valve Box Do Not Use W2C Meter Installation for 19mm and 25mm Service Connections Do Not Use W2D Meter Installation for 38mm and 50mm Service Connections Use MMCD Drawing. W2-SD Water Service Connection - 25mm to 50mm W3 Gate Valve Installation Use MMCD Drawing. 100mm clear between PVC Riser and Nelson Box Lid. PVC Riser to be PVC C900 DR18 Tracer Wire up the outside of the PVC Riser and between the riser and the Nelson Box W4 Fire Hydrant Installation Use MMCD Drawing Hydrant minimum 900mm cover, maximum 1500mm. Hydrant flange 100mm above ground level. Do not apply note 3 (plug in drain hole) W4A-SD Hydrant Access - Ditch Crossing Detail W5 Test Point Installation Use MMCD Drawing W6 Air Valve Assembly - 25 and 50mm Valves Do Not Use W6A-SD Air Release Valve Assembly and Chamber for 150mm to 300mm Mains W7 Air Valve Assembly- 100mm valve Do Not Use W8 Blow Off for Watermain Do Not Use W8A-SD Above Ground Flushout Detail Schedule 'F' - District of Tofino - Supplemental Specifications Watermain - Drawing Index 2 W8B-SD Below Grade Flushout Detail W9 Blow-Down Chamber Use as required W10 Waterworks Chamber Drain Use as required W11-SD Precast Vault Meter Chamber W12-SD Fire / Domestic Water Meter Piping Layout (100 to 150) W13-SD Domestic Water Meters Piping Layout (75 to 150) W14-SD Detector Check Fire Line Service Piping Layout (100 to 150) W15-SD Fire / Domestic Water Service Piping Layout (38 to 100) Schedule 'F' - District of Tofino - Supplemental Specifications Supplementary Specifications The following sections of the MMCD Specifications are to be amended as indicated: MMCD Section Subsection Title Supplementary Specifications 31 23 17 1.7 Seismic Survey and Monitoring 1.7.1 Delete wording "Contract Administrator", and replace with "Contractor". 1.7.2 Delete wording "Owner" And replace with "Contractor unless otherwise indicated" 31 23 17 3.1 Blasting and Vibration Control Add 3.1.5 "Contractor will be responsible for all damage resulting from blasting operations."