Cross-Section Of Dam DWG Section for AutoCAD

CROSS-SECTION OF DAM

Drawing labels, details, and other text information extracted from the CAD file (Translated from Croatian):

sensor, corona dam, axle, ground, foundation. climax, bogie terrain, canal, bogus bottom, sandstone, filter and pebble, filter and sand, upstream dren, central dren, geotextile, filter layer, downstream dren, tucanik, dam body, humus, humus cover, sloping slope, dam , mr.sc.majda kersnik-, ivšiæ, dipl. ing.el., ivsiæ, dipl.ing.el., axxxxxxx.dwg, dd.mm.gggg, axx.nn.nn, ann.n, nnn, sheets, designer, created, controlled, designer, type design, main , type, project, book, attachment, list, investor, construction, content, date :, format :, scale :, elektroprojekt dd – keeps all rights, this is a cad draft and should not be corrected manually, revision description, rev, date, designer, main, line of natural terrain, tem. clutches, tears, gravel, filter, overflow corks, shafts, connecting rods, var., materials of poor geomechanical characteristics, clay, low clay plastics – cl, dipl. ing. building, perennial borehole, nenad heèek, berislav rupee, Croatian water, abacus accumulation, conceptual design, characteristic transverse, damper cross section, poprecni_presjek.dwg, situation of partition profile

Raw text data extracted from CAD file:

SENSOR \A1;2.50 \A1;0.62 \A1;2.00 \A1;6.00 \A1;1.0 \A1;21.83 \A1;3.00 \A1;7.64 \A1;22.31 \A1;1.0 \A1;1.0 \A1;2.82 \A1;71.75 \A1;2.00 \A1;3.05 \A1;8.45 \A1;18.02 \A1;3.98 \A1;0.97 \A1;2.67 \A1;5.40 \A1;22.55 \A1;9.72 \A1;3.33 \A1;0.8 \A1;0.5 \A1;0.5 \A1;6.14 \A1;1.5 \A1;8.69 \A1;5.00 KRUNA BRANE OD OSI TEREN OD OSI 0.00 0.02 5.17 10.92 21.15 21.73 23.77 28.41 31.71 32.98 36.67 38.76 40.00 0.85 2.36 3.11 3.41 8.56 13.78 17.95 20.05 22.54 35.27 36.94 38.28 40.00 102.75 102.75 102.80 102.79 102.76 102.76 102.75 102.90 103.02 103.02 102.92 102.96 102.98 102.82 102.71 102.66 102.57 101.83 101.83 101.85 101.85 101.90 101.78 101.79 101.78 101.78 0+140.00 P15 96.000 112.775 3.000 112.925 3.000 112.850 0.000 112.85 100.25 105.50 104.00 -9238.869899298752 -9238.869899298752 -9238.869899298752 1:3 1:3 1:2.5 1:1.5 1:1.5 1:1.5 1:1.5 1:1.5 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 1:0.85 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 -9238.869899298752 1% 2% 2.5% -9238.869899298752 4 7 5 6 6 2 1 8 3 5 1. SKIDANJE_HUMUSA = 70.57 m 2. ISKOP_ZA_TEMELJNI_KLIN = 9.93 m2 3. UZVODNI_DREN = 13.42 m2 4. TIJELO_BRANE = 292.13 m2 5. CEN_I_NIZVODNI_DREN = 39.28 m2 6. FILTARSKI_SLOJ = 27.17 m2 7. KAMENI_NABACAJ = 57.47 m2 8. GEOTEKSTIL = 33.56 m 102.95 -9238.869899298752 -9238.869899298752 -9238.869899298752 \A1;2.50 \A1;0.62 \A1;2.00 \A1;6.00 \A1;1.0 \A1;21.83 \A1;3.00 \A1;7.64 \A1;22.31 \A1;1.0 \A1;1.0 \A1;2.82 \A1;71.75 \A1;2.00 \A1;3.05 \A1;8.45 \A1;18.02 \A1;3.98 \A1;0.97 \A1;2.67 \A1;5.40 \A1;9.72 \A1;3.33 \A1;0.8 \A1;0.5 \A1;0.5 \A1;6.14 \A1;1.5 \A1;8.69 \A1;5.00 \A1;23.39 \A1;1.00 \A1;2.82 \A1;71.75 \A1;2.45 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;12.50 \A1;0.5 \A1;0.3 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.00 \A1;1.50 112.85 TEMELJ. KLINA 105.50 104.00 -9249.43589929875 -9249.43589929875 -9249.43589929875 1:3 1:3 1:2.5 1:1.5 1:1.5 1:1.5 1:1.5 1:1.5 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 1:0.85 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 1% 2% 2.5% -9249.43589929875 KOTA TERENA -9249.43589929875 -9249.43589929875 -9249.43589929875 1:1 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 KRUNA BRANE KANALA KOTA DNA KOTA DNA -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 kameni nabaèaj filter I šljunak filter II pijesak -9249.43589929875 110.85 KOTA TERENA uzvodni dren centralni dren geotekstil filterski sloj filterski sloj nizvodni dren tucanik filter II pijesak filter I šljunak geotekstil geotekstil tijelo brane humus geotekstil obloga humusom kosina zatravljenja -9249.43589929875 -9249.43589929875 os brane -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 -9249.43589929875 123,45 \A1;0.5 \A1;0.5 \A1;0.5 \A1;var. \A1;var. \A1;1.0 \A1;var. \A1;3.5 \A1;3.8 \A1;var. \A1;var. \A1;6.0 \A1;var. \A1;var. \A1;var. \A1;1.5 \A1;3.0 \A1;1.5 \A1;1.0 \A1;1.3 \A1;1.2 \A1;2.0 \A1;0.5 \A1;0.5 mr.sc.Majda Kersnik- Ivšiæ, dipl. ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. AXXXXXXX.dwg dd.mm.gggg 1:10 AN AXX.NN.NN ANN.N NNN NN NN listova \fArial|b0|i0|c238|p34;elektroprojekt \fSymbol|b0|i0|c2|p18;\H3;\U+00B7\H4; \fArial|b0|i0|c238|p34;zagreb Projektant Izradio Kontrolirao projektant Tipski nacrt Glavni Vrsta Projekt Knjiga Prilog list Investitor Graðevina Vrsta Projekt Sadržaj Datum: Format: Mjerilo: 0.25 m 2 31 Elektroprojekt d.d. - pridržava sva prava Ovo je CAD nacrt i ne smije se ispravljati ruèno OPIS REVIZIJE REV. DATUM PROJEKTANT PROJEKTANT GLAVNI \A1;var. \A1;1.0 \A1;var. \A1;1.0 \A1;var. mr.sc.Majda Kersnik- Ivšiæ, dipl. ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. mr.sc.Majda Kersnik- Ivšiæ, dipl.ing.el. AXXXXXXX.dwg dd.mm.gggg 1:10 AN AXX.NN.NN ANN.N NNN NN NN listova \fArial|b0|i0|c238|p34;elektroprojekt \fSymbol|b0|i0|c2|p18;\H3;\U+00B7\H4; \fArial|b0|i0|c238|p34;zagreb Projektant Izradio Kontrolirao projektant Tipski nacrt Glavni Vrsta Projekt Knjiga Prilog list Investitor Graðevina Vrsta Projekt Sadržaj Datum: Format: Mjerilo: 0.14 m 2 A3 Elektroprojekt d.d. - pridržava sva prava Ovo je CAD nacrt i ne smije se ispravljati ruèno 1:3 141.00 KRUNA BRANE 2.5% 139.50 geotekstil linija prirodnog terena 1:1.5 1:1.5 TEM. KLINA KOTA DNA 1:2.5 zatravljenje zaglinjeni šljunak centralni dren 1:1.0 1:0.85 5 5 1:1.5 kameni nabaèaj filter Kota krune preljeva KOTA TERENA KOTA TERENA Os brane spojni dren 139.50 var. 5 var. var. var. 5 5 5 5 5 5 5 5 var. var. 5 var. 3.5 3.8 var. 5 5 materijal loših geomehanièkih karakteristika KANALA KOTA DNA 1:1.5 1:1.5 var. 5 var. 5 var. GLINA CH/CL GLINA CH/CL GLINA NISKE PLASTIÈNOSTI - CL Elektroprojekt d.d. - pridržava sva prava Ovo je CAD nacrt i ne smije se ispravljati ruèno listova \fArial|b0|i0|c238|p34;elektroprojekt \fSymbol|b0|i0|c2|p18;\H3;\U+00B7\H4; \fArial|b0|i0|c238|p34;zagreb Projektant Izradio Kontrolirao projektant Tipski nacrt Glavni Vrsta Projekt Knjiga Prilog list Investitor Graðevina Vrsta Projekt Sadržaj 2 1:100 12.2008. dipl. ing. grað. Periva Bušiæ Nenad Heèek Berislav Rupèiæ Berislav Rupèiæ Projektant Izradio Kontrolirao projektant Tipski nacrt Glavni Datum: Format: Mjerilo: 0.25 m 2 dipl. ing. grað. dipl. ing. grað. dipl. ing. grað. HRVATSKE VODE Ulica grada Vukovara 220, Zagreb AKUMULACIJA DABROVICA Idejni projekt AKUMULACIJA DABROVICA G2 K67.00.01 G01.0 105 1 1 KARAKTERISTIÈNI POPREÈNI PRESJEK BRANE Poprecni_presjek.dwg SITUACIJA PREGRADNOG PROFILA AKUMULACIJA DABROVICA MJ 1:1000

Language	Other
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cross section, crosssection, dam, DWG, hydroelectric, section