encoding utf-8 survey vbs -title "Volania Bielovodky spodok" centerline team "Branislav ��m��da" instruments notes # topofil a kreslenie team "Viliam Gu��a" dog # vyty��ovanie ��ahu a nitka a stani��enia a ozna�� bodov # Jaro Stankovi�� spolu s nami, ale len fotil date 2007.11.9 instrument compass "Topofil 3 v porad��" # Stup��ov�� 360 topofil, k��pen�� v jan 2007, korekcie: plus 17.5 cm telo, 1/2 d����ky z re��lne nameran��ho # data v tabu��ke u�� prepo����tan�� na norm��lnu d����ku data normal from to length compass clino left right up down 1 2 4.6 143 25 2.5 1.1 2.3 0.3 2 3 12.085 185 27.5 0 1 10 2.2 3 4 4.005 185 20 1.8 0 15 0.8 4 5 2.33 103 10 1 2.5 15 2.3 # nie je celkom ist�� ��i sklon S alebo K, pod��a n��kresu v z��pisn��ku S, pozri detail z��pisu klesania st��pania v orig z��pisn��ku 5 6 6.045 237 24 2 0 12 1.6 6 7 7.87 205 42 0 0.8 3 1.5 7 8 3.195 240 17 1.6 0 8 0.5 # neist�� ��daj o sklone, ��i 17 alebo 11 S? pozri origin��l z��pisn��k pr��slu�� meranie 8 9 2.705 213 37 0 1.2 4.5 1 9 10 5.225 238 19 0.8 1 3 1.2 10 11 3.835 252 -16 0 0.45 1 4 11 12 3.68 215 30 1.7 3 6 1.3 12 13 2.6 135 -32 0 1.7 10 1.6 13 14 3.63 128 36 0 1.6 10 1.1 14 15 4.495 186 36.5 1.3 0 10 3.5 15 16 2.77 98 10 1.7 0.7 10 1.4 16 17 10.955 102 42 0 0.6 6 1.9 17 18 4.8 217 45 3.5 0.2 5 1.5 18 19 2.14 118 -60 0.5 0.5 8 0.2 19 20 3.735 200 -9 0.2 0.6 3 1.5 # V��ETKY stani��enia pri tomto bode �� 20 s�� vymyslen��, pribli��ne nakorigovan��, preto��e som ich zabudol zap��sa�� do z��pisn��ka pri akcii 20 21 3.555 246 21 0.6 0 4 1.8 21 22 2.79 141 39 0.7 0 1.8 1.6 22 23 2.55 80 -40 0 0.7 4 1.5 23 24 2.29 186 4 0.5 3 3.5 1.6 24 25 3.625 135 -5 0 0.5 3 1 25 26 2.35 155 11 0.7 0 6 1.5 26 27 13.43 86 4 1.3 2.5 3.5 0.5 27 28 6.69 223 3 0.6 0 3 2.1 28 29 11.5 216 56 1 0 2 0.5 # d����ka tohto z��meru 28 a�� 29 je len ODHADNUT��, pre nebezpe��n�� pomery, rovnako ako sklon, stani��enie vymysleno odhadnut�� adaptovan��, napojenie na Plze����kmi v ten de�� meran�� prv�� bod # pomocn�� polyg��ny do odbo��iek a v��be��kov flags duplicate 1 30 4 0 -18 1.5 1.5 0.5 0 # zanesen�� bahnom na zavalen��ch skal��ch, ale VE��MI PERSPEKT��VNE na kopanie, priorita 1 a�� 2 triedy 1 32 5 195 20 0 0.3 2 1 # neprielezne z����en��, asi komunika��n�� spojka do od bodu 6 a�� 7 klesaj��ceho meandra 2 33 3 90 30 0.5 1 1 0.5 33 34 7 180 45 0.2 0.2 0.1 0.2 # hore vedie ploch�� r��ra, mo��no? ale dos�� ��a��ko aj na konci ��tlym ��lovekom prielezn��? alebo aj nie, priorita 4 triedy 2 35 6 185 27.5 0.5 0.5 4 0.3 35 36 6 0 90 0.3 0.3 0 3 36 37 2 185 45 0.3 0.3 0.4 0.1 # treba vyliez��, ��ikm�� kom��nik ponad meander, priorita 3 triedy 5 38 10 170 65 0.5 0.5 4 2 # pomerne MOHUTN�� meandro kom��n ve��mi ��ikmo dohora, treba vyliez��, genet pokr chodbo meandru ni����ie, vo��n�� pokra��ovanie, treba techn liez�� p��r metrov do plusu, priorita 2 triedy 5 39 8 87 -15 0 0.8 5 0.5 39 40 5 0 90 0.5 2 0.5 3 40 41 3 180 60 0.5 1 2 1 # mo��no pokra��ovanie, po vylezen�� asi 4 m stup��a a hore z����enie, priorita 2 triedy 5 42 4 220 -60 0.2 0.2 0.5 0.1 # na konci neprielez ����ina v z��vere p��r metrov dlh��ho v��be��ku v prepadlisku, mohlo by to vies�� aj do ni����ej genet et����e, priorita 2 a�� 3 triedy 7 43 12 25 0 0.2 0.2 2 0.2 # meandr��k, z����enie na konci meandra 7 44 5 180 65 2 1 1 0.5 8 46 8 160 65 1 4 1 0.5 46 47 7 110 40 1 0.5 2 1 47 48 6 70 10 0 3.5 1 0.5 # z��valy, Jaro liezol, ale zrejme to a�� do absol��tna nedokon��il, ve��mi nebezpe��n��, av��ak mo��n�� Pokra��ovanie!! priorita 1 a�� 2 triedy, pozor VE��MI NEBEZPE��N��!!! 13 49 3 205 0 0.5 0.5 3 0.5 49 50 12 140 85 0.2 0.3 0.3 0.2 # kom��n, z ktor��ho prsk�� voda 15 51 6 45 40 2 2 2 1 51 52 3 65 60 0.5 1 0.5 0.5 # zrejme ani Stankovi��om nepresk��man�� bo��n�� apendixov�� pokra��ovanie? priorita 1 a�� 2 triedy, treba to op���� pozrie�� 17 53 3.5 220 -50 0.5 0.5 2 0.2 # zasypan�� z��valov�� jama 18 54 5 80 40 0 1.5 2 0.1 # pozor! NEBEZPE��N��!!! do bo��nej zavalenej kaverny, s pomerne SILN��M prievanom, priorita 1 a�� 2 triedy po eventu��lnom prekopan�� 22 55 4 160 50 0.2 0.2 0.2 0.2 # koroz��vny gu��at�� paleopr��to����k, neprielezn�� takmer do stratena 28 56 4 70 55 0.3 1 4 0.2 # do zavalenej jamy, a�� priepastky endcenterline endsurvey