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GOD'S RIVER BAND OF INDIANS BY-LAW NO. 4_ Being a by-law to Regulate Construction WHEREAS paragraphs 81(1) (g), (h), (q) and (r) of the Indian Act, empower the Council of a Band of Indians to make by-laws to divide the Reserve or a portion thereof into zones, to prohibit the construction of any class of building within such a zone, to regulate construction of buildings, in respect to any matter ancillary to the exercise of these powers, and to impose a penalty for a violation of a by-law; AND WHEREAS by Provincial Order in Council No. 677, dated June 18, 1986 the Province of Manitoba did transfer to Canada certain lands for the use and benefit of the God's River Band of Indians; AND WHEREAS the said transfer was subject to the condition, among others, that Canada and the band shall ensure that improvements on the said lands shall comply with zoning criteria for airports; NCW THEREFORE the Council of the God's River Band of Indians at a duly convened meeting hereby enacts as a by-law thereof as follows: 1. In this by-law: "zone" means those tracts of land referred to and defined in Provincial Order in Council No. 677, dated June 18, 1986 of the Province of Manitoba and set apart by Her majesty as a reserve for the use and benefit of the God's River Band of Indians and generally known as the God's River Indian Reserve No. 86A. 2. No person shall construct or maintain any building, structure or other improvement within the zone which does not conform to the requirements of the REFERENCE GUIDE TO AERODROME STANDARDS (SMALL AERODROMES), as attached or as amended frem time to time, respecting buildings and construction of buildings within the vicinity of an airport. 3. Any person who violates any of the provisions of this by-law shall be guilty of an offence and shall be liable on summary conviction to a fine not exceeding one thousand dollars or to imprisonment for a term not exceeding thirty days or to both a fine and imprisonment. Approved and passed at a duly convened meeting of the Council of the God's River Band of Indians held on the day of A U fru s T T _________> 19 / r as evidenced by the signatures below being those of a majority of the councillors of the band present at the meeting. Councillor Councillor
October 1987 REFERENCE 6UIDS TO AERODROME STANDARDS (SMALL AERODROMES) GENERAL This information package is intended to assist you in planning the construction of a land aerodrome for VFR operations. It also includes guidelines to be considered if future airport upgrading leading to CERTIFICATION is anticipated. Topics of discussion include airport certification, physical characteristics, obstacle clearance limits, lighting and marking standards. AERODROME CERTIFICATION/REGISTRATION Certification A certified aerodrome is one that is subject to inspection and must be operated in accordance with an aerodrome operations manual. Certification is applicable only to aerodromes that are: a) located within the built up area of any city, town or other settlement, and b) any land aerodrome used by an air carrier, (i) as a main base of operations for a passenger carrying commercial air service, (ii) as a main base of operations for student pilot flight training operations, or (iii) as a point-of-call for passenger carrying commercial air service other than a charter or contract commercial air service. Registration On application, and provision of information respecting the location, marking, lighting, use and operation of an aerodrome, it may be registered and published in the Canada Flight Supplement. • • • 2
- 2 -AERODROME PHYSICAL CHARACTERISTICS Runway Orientation When only one runway is proposed it should be orientated to take maximum advantage of the prevailing wind. Local terrain features can influence wind patterns, however winds in this region tend to favour a northwest-southeast runway orientation. Alignment with built-up areas should be avoided if possible or provision of at least a two (2) mile buffer should be planned. Takeoff and landing paths directly over built up areas will likely prompt complaints from inhabitants. Runway Surface The runway may be grass, clay, gravel or hard surfaced, capable of supporting the weight of any aircraft likely to make use of the aerodrome. Allowances may be made for spring breakup, at which time a runway may be temporarily closed or restricted for use to certain aircraft types. For winter operations, snow must be cleared or compacted. A runway should be constructed to have a maximum end-to-end slope of 2h% (2*5 ft. per 100) with no abrupt changes. For drainage purposes the runway should be crowned with 2% slopes down to the runway edges. Care should be taken to avoid areas where water pooling could create soft spots or ice patches that will hamper aircraft directional control. Runway Dimensions Runway length (including stopway and clearway if provided) should be adequate to meet the operational requirements for the aircraft intended. Expansion possibilities should be considered. It is recommended that a minimum width be 75 feet, although a 50 ft. width (Code 1 - Figure 1) would be acceptable for use by small aircraft in a non-training situation. 6raded Area The runway must be surrounded by a graded area or shoulders to prevent major damage to an aircraft in the event it leaves the side or end of the runway. The dimensions of the graded area vary with the code (Figures 1 4 2 ) and should be prepared in a manner consistent with the type of aircraft utilizing the aerodrome. ... 3
MINIMUM STANDARDS ~ AIRPORTS NOTES - OBSTRUCTIONS AND ZONING 1. No obstruction permitted to 4. Hangars, light standards, etc., and penetrate approach or transitional aircraft perched on apron must not sfc. penetrate transitional sfc. 2. Roads are considered to be obstruc 5. Transitional zoning may vary with strip tions at 14' above road sfc. width. 300' strip 1:4 3. Railroads are considered to be 400' strip 1:3 obstructions at 20' above R.R. sfc. 500' strip vertical Figure 1
MINIMUM STANDARDS ~ AIRPORTS l»nsport CODE 2 Rwy Between 2 6 5 0 * - 3999* divergence RUNWAY Width Minimum 75' • • ( GRADED AREA u_I_ Length - 200' beyond each rwy end Width - 150' centered on Rwy CL. ? STRIP Length - 200' beyond each Rwy end Width - 200’ centered on Rwy CL. NOTES - OBSTRUCTIONS AND ZONING 1. No obstruction permitted to 4. Hangars, light standards, etc., and penetrate approach or transitional aircraft on apron must not penetrate sfc. transitional sfc. 2. Roads are considered to be obstruc 5. Transitional zoning may vary with strip tions at 14' above road sfc. width. 300' strip 1:4 3. Railroads are considered to be 400' strip 1:3 obstructions at 20' above RR SFC. 500' strip vertical Figure 2
- 3 OBSTACLE CLEARANCE LIMITS In addition to the actual runway and graded areas, certain standards of obstacle free airspace on and around the aerodrome must be provided to allow safe aircraft operation. Strip At ground level the runway must be surrounded by a cleared levelled area (strip or strip area) in which no obstacles protrude above the runway surface elevation. This elongated rectangular shaped area is the equivalent of a highway right-of-way (Figures 1 4 2 ) . Obstacle Clearance Surfaces Obstacle clearance surfaces (approach 4 transitional) are imaginary surfaces rising from the edges of the strip to a height of 150 ft. above the aerodrome, then running level to a distance of two miles radius from the aerodrome centre. “Approach" surfaces extend from both ends of the strip and diverge at 10% (1 ft. every 10 ft.) from each side to provide a fairly shallow obstacle free area for landing and takeoff. The approach surface angle varies with runway codes (Figures 1 4 2 ) . “Transitional" surfaces rise more steeply from the sides of the strip and approach surfaces to provide for safe overflight at low heights, i.e., during a missed landing. The transitional slope is normally; 1:5 (i.e., max. ht. of an obstacle at 20 ft. from strip edge is 4 ft.). Under certain conditions this slope may be steepened, (See Figure 1 4 2 note 5.). Penetration of these obstacle limit surfaces may jeopardize certification of an aerodrome. To protect obstacle surfaces, land purchases or agreements/caveats against building obstacles by neighboring land owners may be considered. LIGHTING Aerodromes intended for night use shall meet the following lighting guidelines. (Figure 4) Runway Edge Lights shall be placed along the full length of each side at a distance of 5 ft. from the RWY, with a distance between lights no greater that 200 ft. Colour shall be white with an average Intensity of 20 candelas and have symmetrical light distribution. ... 4
- 4 Threshold/End Three lights, spaced symmetrically, shall be placed on each side of the centreline (CL) with the inner lights being 25 ft. from RWY CL and the outer lights shall be in line with the RWY edge lighting. Colour shall be bicolour green/red with red in the direction of the RWY and green in the direction of the approach area. Intensity should be approximately 6 candelas. Taxi way Edge Placement should be in straight lines as close to the edge as practicable and not in excess of 200 ft. apart. Colour shall be blue with intensity of .4 candelas. Windsock External (4 x 150 watts) or internal lights are recommended for night operations. MARKING STANDARDS Runway Markers Runway markers for non hard surfaced RWYS should be made of breakable material (Figure 3). They are to be situated 5 ft. outside the RWY edge and spaced uni formally along the RWY length at a preferred spacing of 200' but in no case more than 300'. RWY ends are marked with an additional marker on each side at a further distance of 5 ft. outwards of the last marker. Colour of markers shall be international orange or international orange and white for certified aerodromes and international orange and white. Aprons/Taxiways Aprons and taxiways can be marked with blue coloured markers. MISCELLANEOUS W1ndsock Certified aerodromes shall have a windsock clearly visible from the apron and all points in the traffic pattern. Fire Extinguisher/First Aid Kit At least 60 lbs. of dry chemical fire retardent should be available at the aerodrome. Several extinguishers are recommended, with one being kept in the refuelling area. An industrial type first aid kit is recommended. m • • 5 J
( - 5 ADDITIONAL INFORMATION The summary of information provided in this package is not meant to be a comprehensive listing of all standards and it is subject to change. For more detailed and current information please contact the following office: Mailing: Transport Canada Air Navigation Standards 4 Procedures P. 0. Box 8550 Winnipeg, Manitoba R3C 0P6 Phone (204) 983-4334 Attachments: Figure 1 - Code 1 rwy layout Figure 2 - Code 2 rwy layout Figure 3 - Rwy markers Figure 4 - Lighting layout.
m PLAN VIEW 1 I/2V 0* POST MAY BE SUPPORTED IN fO LEN GTH OF 2" 1.0. P IP E FOR EA SE OF REMOVAL DURING SNOW REMOVAL E L E VAT ION OF ASSEMBLY l l/ 2,« l,0* M A T E R IA L L IST FOR I UN IT. POST- 2'*2* SPRUCE 4*0* LONG (I REO'O) WINGS 1/4 PLYWOOD (2 REO’D) BOLTS' 1/4* ï 2 3/4" CADMIUM PLATED CARRIAGE BOLTS C/W CADMIUM WING NUTS (2 REO D) Figure 3 2 0SUGGESTED CUTT ING PROCEDURE * 3/8V o * 3 □ POST DETAIL V 4 *10 CHARACTERISTICS 1. PLACE MARKERS ALONG THE EDGES, THE FULL LEN G T H OF TKE RUNWAY INTO PA RA LLEL STRAIGHT LINES. E0UIDI3TANT FROM THE C EN T R EL IN E , A PPRO X . S' TO 6* OFFSET FROM RUNWAY EDGE. 2 . -Ma r k e r s t o b e u n if o r m l y SPACED AT INTERVALS OF 200 AT SO* TO THE CEN TREL INE.
InH ion anH M nfthPfTL Affaire*; indipnnffS Affairs Canada et du N a d Canada w AIRPORT LIGHTING SHALL AIRPORT SIMPLE LIGHTING SYSTEM Canadci Figure 4 U G C W P -F P W S I N K I tlfe W T IW C S Y S T C H O U T
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