Annex 14 — Aerodromes Volume I
Table 6-1. Characteristics of obstacle lights
1 2 3 4 5 6 7
Peak intensity (cd) at given Background
Luminance (b)
Light
Signal type/ Day Twilight Night Distribution
Light Type Colour (flash rate) (Above 500 cd/m2) (50-500 cd/m2) (Below 50 cd/m2) Table
Low-intensity, Type A Red Fixed
N/A N/A 10
(fixed obstacle) Table 6-2
Low-intensity, Type B Red Fixed
N/A N/A 32
(fixed obstacle) Table 6-2
Low-intensity, Type C Yellow/Blue Flashing
N/A 40 40
(mobile obstacle) (a) (60-90 fpm) Table 6-2
Low-intensity, Type D Yellow Flashing
N/A 200 200
(follow-me vehicle) (60–90 fpm) Table 6-2
Low-intensity, Type E Red Flashing Table 6-2
N/A N/A 32
(c) (Type B)
Medium-intensity, Type A White Flashing
20 000 20 000 2 000
(20–60 fpm) Table 6-3
Medium-intensity, Type B Red Flashing
N/A N/A 2 000
(20–60 fpm) Table 6-3
Medium-intensity, Type C Red Fixed N/A N/A 2 000 Table 6-3
High-intensity, White Flashing
200 000 20 000 2 000
Type A (40–60 fpm) Table 6-3
High-intensity, White Flashing
100 000 20 000 2 000
Type B (40–60 fpm) Table 6-3
a) See 6.2.2.6
b) For flashing lights, effective intensity as determined in accordance with the Aerodrome Design Manual (Doc 9157), Part 4.
c) For wind turbine application, to flash at the same rate as the lighting on the nacelle.
10/11/16 6-4
Chapter 6 Annex 14 —Aerodromes
Table 6-2. Light distribution for low-intensity obstacle lights
Minimum intensity Maximum intensity Vertical beam spread
(a) (a) (f)
Minimum beam spread Intensity
Type A 10 cd (b) N/A 10° 5 cd
Type B 32 cd (b) N/A 10° 16 cd
Type C 40 cd (b) 400 cd 12° (d) 20 cd
Type D 200 cd (c) 400 cd N/A (e) N/A
Note.— This table does not include recommended horizontal beam spreads. 6.2.1.3 requires 360° coverage around an obstacle.
Therefore, the number of lights needed to meet this requirement will depend on the horizontal beam spreads of each light as well as the
shape of the obstacle. Thus, with narrower beam spreads, more lights will be required.
a) 360° horizontal. For flashing lights, the intensity is read into effective intensity, as determined in accordance with the Aerodrome
Design Manual (Doc 9157), Part 4.
b) Between 2 and 10° vertical. Elevation vertical angles are referenced to the horizontal when the light is levelled.
c) Between 2 and 20° vertical. Elevation vertical angles are referenced to the horizontal when the light is levelled.
d) Peak intensity should be located at approximately 2.5° vertical.
e) Peak intensity should be located at approximately 17° vertical.
f) Beam spread is defined as the angle between the horizontal plane and the directions for which the intensity exceeds that mentioned in
the “intensity” column.
Table 6-3. Light distribution for medium- and high-intensity obstacle lights
according to benchmark intensities of Table 6-1
Benchmark Minimum requirements Recommendations
intensity
Vertical elevation angle (b) Vertical elevation angle (b)
Vertical beam spread Vertical beam spread
0° -1° (c) 0° -1° -10° (c)
Minimum Minimum Maximum
average Minimum Minimum beam Maximum Maximum Maximum beam
intensity intensity intensity spread Intensity intensity intensity intensity spread Intensity
(a) (a) (a) (a) (a) (a) (a) (a)
200 000 200 000 150 000 75 000 3° 75 000 250 000 112 500 7 500 7° 75 000
100 000 100 000 75 000 37 500 3° 37 500 125 000 56 250 3 750 7° 37 500
20 000 20 000 15 000 7 500 3° 7 500 25 000 11 250 750 N/A N/A
2 000 2 000 1 500 750 3° 750 2 500 1 125 75 N/A N/A
Note.— This table does not include recommended horizontal beam spreads. 6.2.1.3 requires 360° coverage around an obstacle.
Therefore, the number of lights needed to meet this requirement will depend on the horizontal beam spreads of each light as well as the
shape of the obstacle. Thus, with narrower beam spreads, more lights will be required.
a) 360° horizontal. All intensities are expressed in Candela. For flashing lights, the intensity is read into effective intensity, as determined
in accordance with the Aerodrome Design Manual (Doc 9157), Part 4.
b) Elevation vertical angles are referenced to the horizontal when the light unit is levelled.
c) Beam spread is defined as the angle between the horizontal plane and the directions for which the intensity exceeds that mentioned in
the “intensity” column.
Note.— An extended beam spread may be necessary under specific configuration and justified by an aeronautical study.
6-5 10/11/16
Marii Prii Teie 30.10.2018
Saaremaa Vallavalitsus
Meie 07.11.2018 nr 4.6-8/18/5765-2
Pöide sidemasti projekteerimistingimused
Austatud pr Prii
Lähtuvalt lennundusseaduse § 35 lõikest 3 kooskõlastab Lennuamet Saaremaale Oti külla
Kasesalu kinnistule (katastritunnus 63401:001:0083) planeeritava 80 meetri kõrguse
mobiilsidemasti projekteerimistingimused järgmistel tingimustel:
Mast peab olema värvitud sektsioonide kaupa punaseks (või oranžiks) ja valgeks. Masti
tipmine osa peab olema punane (või oranž).
Mast peab olema valgustatud kahel tasapinnal paiknevate igast lähenemissuunast nähtavate
lennuohutustuledega.
Lennuohutustule parameetrid peavad vastama Rahvusvahelise Tsiviillennunduse
Konventsiooni lisa 14 (ICAO Annex 14) tabelis 6-1 kirjeldatud madalintensiivsusega tüüp B
tulede nõuetele (vt manuses low-intensity type B).
Kui masti paigaldamisel kasutatava tõstetehnika kõrgus ületab 100 meetrit arvestatuna
maapinnast, tuleb tehnika valgustus- ja märgistustingimused Lennuametiga eelnevalt
kooskõlastada.
Masti täiskõrguse saavutamisel teostada selle asukoha ja kõrguse mõõdistamine.
Mõõdistustulemused edastada Lennuametile kuu aja jooksul pärast täiskõrguse saavutamist.
Lennuameti antud tingimused projekteerimistingimustesse peavad olema sisse viidud ka
ehitusprojekti. Muuhulgas nende puudumisel ehitusprojektist ei saa Lennuamet edaspidi ka
ehitusloa eelnõud kooskõlastada.
Lugupidamisega
(allkirjastatud digitaalselt)
Kaupo Toodu
Lennutegevuse osakonna juhataja
peadirektori ülesannetes
Lisa: ICAO Annex 14 tabel 6-1
Andres Lainoja
610 3590
[email protected]
Lõõtsa 5 / 11415 Tallinn / 610 3500 /
[email protected] / www.ecaa.ee
Registrikood 70000800