encoding utf-8 survey spbivkpreps -title "od II bivaku k predposledn��mu sif��nu Cukr��re��" centerline team "Branislav ��m��da" instruments notes # topofil a kreslenie mapy team "Igor Pap" dog # vyty��ovanie ��ahu a nitka a stani��enia a ozna��ovanie bodov date 2005.10.23 instrument compass "Topofil 2 v porad��" # Gr��dov�� 400 gr��d topofil, k��pen��? korekcia plus 18,5 cm telo, av��ak v tomto s��bore u�� je to prepo����tan��, d����ka s pridan��m tejto hodnoty data normal from to length compass clino left right up down 1 2 19.185 13.5 -22.5 1 3 3 2 # stani��enia P ch a H nekone��no s�� abstrahovan�� 2 3 10.005 128.7 29.7 2 4 2.5 0.5 3 4 3.485 1.8 -44.1 1 0.5 0.5 1 4 5 2.315 44.1 8.55 5 4 1.5 4 # stanicenia L odhadnute a P chodba a D je stupen 5 6 5.785 94.5 5.4 0 1 2.5 1.5 # POZOR!!! mo��n�� ZL��? z��mer, alebo zl�� zap��sanie SKLONU, pozri orig z��pisn��k, kde nie je ani H ani D pri sklone, a rovnako to moc nekore��ponduje s n��kresmi, relat��vnym st��pan��m 6 7 9.455 131.4 35.1 3 4 2.5 1 7 8 13.985 118.8 35.1 5 2.5 1.5 1.5 8 9 4.875 56.7 7.2 0.5 0.5 0.25 0.5 9 10 9.165 17.1 -22.95 4 10 1 1 10 11 7.725 76.5 12.6 2 3 1 0.2 11 12 13.745 347.4 -30.6 0 4 0 1.5 12 13 14.505 103.5 -4.5 1.5 0.5 0.5 0.5 13 14 23.725 81 1.35 1 0.5 4 1 14 15 12.315 75.6 3.15 0 0.5 5 2 15 16 7.725 80.1 -2.7 0.75 0.25 5 2.5 16 17 5.395 70.2 7.2 0 0.8 4 1 17 18 5.155 81.9 6.3 0.5 1 5 2 18 19 5.965 90.9 -12.6 0.5 0.5 8 2 19 20 5.485 64.8 2.7 1 0 2 1.5 20 21 3.125 53.1 3.15 0 0.7 1.5 1.5 21 22 9.185 73.8 -6.3 0.2 0.8 1.7 0.2 22 23 3.255 81 22.5 0 0.5 1 0.5 23 24 1.195 201.6 54 - - - - 24 25 2.645 9 81 - - - - 25 26 5.365 74.7 15.3 1 0.5 2.5 1 26 27 1.25 90 4 - - - - 27 28 4.245 114.3 9.45 1.5 4 1.5 0.2 28 29 2.305 105.3 44.1 3 3 10 1.5 29 30 5.975 81 27 3 5 6 1 30 31 5.605 172.8 19.8 3 1 5 1 31 32 16.945 147.6 31.5 2 1.5 5 0.9 32 33 6.665 99 38.7 0.5 1.5 6 1.5 33 34 4.895 67.5 54.9 2 1 4 1.5 # pomocn�� polyg��ny do v��be��kov, chodieb ap, bez zapo����tania d����ky do celk hl ��ahu mapovacej akcie flags duplicate 2 35 3 290 -35 1 0.3 0.2 0.3 # v��klenok do pr��tokov��ho sif��nu 3 36 6 125 25 1.2 1.2 1.5 1.2 # VO��N�� POKRA��OVANIE, do paleopr��tokovej st��paj��cej chodby 5 37 8 270 -45 1 0.5 0.2 0.4 # v��be��ok dolu ku statickej��iemu sif��nu, vlastne genet pokra��ovanie chodby dolu zhora prich��dzaj��cej 6 38 4 80 0 1 5 1 0 # do ��avoboku NEPRESK��MAN�� ��ikmina 7 39 7 170 30 2.5 1 1 0.5 # v��be��ok s NEPREB��DAN��M pokra��ovan��m 8 40 6 140 45 1.5 1.2 1.5 0.5 # VO��N�� pokra��ovanie, ale aj tro��ku u�� ��A����IE lezenie, pomerne pr��kra trubicovit�� chodba hore 9 41 4 320 -35 0.5 0.3 1 0.2 # odbo��ka smerom dolu VO��N�� pokra��ovanie 10 42 5 225 -20 0.5 0.3 1 0.2 # odbo��ka VO��N�� pokra��ovanie 11 43 5 160 30 0 2 1 0.3 # odbo��ka dohora pomerne slu��n��, VO��N�� pokra��ovanie 11 44 4 340 -30 2 0.5 1 0.3 # odbo��ka dolu, VO��N�� pokra��ovanie, po��u�� hukot��k vody 12 45 4 260 0 0.5 0.2 0.5 0.3 # odbo��ka VO��N�� pokra��ovanie 12 46 5 0 -15 0 0.5 0.5 0.2 # odbo��ka ku sif��nu? ��iasto��ne VO��N�� pokr 15 47 4 170 45 0.5 0.3 0.5 0.3 # odbo��ka do kom��no chodbi��ky docela PERSPEKT��VNA, VO��N�� pokra��ovanie, azda aj prielezn�� 19 48 9 80 50 0 0.5 3 1 # akoby pokra��ovanie, VO��N��, do vy����ej ��rovne meandra, ale!!! mo��no aj inde!!! 25 49 5 255 0 0.3 0.2 2 0.5 # VO��N�� pokra��ovanie chodby na opa��n�� stranu 25 50 3 205 40 0.2 0.2 0.3 0.2 # v��be��ok s mo��n��m VO��N��M pokra��ovan��m 27 51 8 295 -10 0.2 0.2 1.4 0.5 # VO��N�� pokra��ovanie horizont��lno klesaj��ce na opa��n�� stranu chodby 28 52 7 225 30 0.3 0.2 2 1 # n��stupy pod kom��nom, zrejme? VO��N��? pokra��ovania 28 53 15 225 85 1.2 1.5 2 2 # pomerne vysok�� sie��ovit�� KOM��N, vo��n��, av��ak LEZECK�� pokra��ovanie, asi len technicky 30 54 3.5 60 30 0.2 0.2 0.3 0.4 # apendixovit�� v��be��ok, ale predsa len s mo��no aj zauj��mav��m VO��N��M pokra��ovan��m 32 55 12 0 90 1.5 1.2 2 2 # mal�� apendix, treba lep��ie preb��da��, mo��no aj VO��N��? pokr 32 56 3.5 50 -15 0.2 0.2 0.3 0.2 # mali��k�� apendix, treba lep��ie pozrie��, znovu, mo��no aj predsa len VO��N��? pokra? 32 57 4 265 30 0.2 0.15 0.6 0.2 # vy������ KOM��N v chodbe 34 58 4 330 60 1.5 0.5 2 0.5 # zrejme aj VO��N��?? pokra��ovanie celej hlavnej chodby, treba LEP��IE preb��da��, a znovu! endcenterline endsurvey