Drainage On The Slope DWG Block for AutoCAD

Drainage on the slope

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

var., two-lane carriageway, emergency stop zone, median zone, anti-rotation panels, masonry, designed shaft, consolidation works – drainage drainage, prefabricated or monolithic drainage, safety zone, guide strip, technologically, logically drainage, granular material, georete dowel protection, a wow aa, geotextile, rigola, vegetal soil, section bb, ballast, characteristics, coefficient of unevenness, permeability coefficient, admissible values, maximum particle size, no. crt., section, km position, position, applied length, beginning, end, overall, drainage of slopes, conformation geotextile, traction resistance, elongation at break, coefficient of transverse permeability, cbr

Raw text data extracted from CAD file:

1.50 2.00 1.50 60 1.20 \A1;1.30 1.50 1.50 50 7.50 2.50 50 50 7.50 2.50 50 3.00 11.00 11.00 50 50 27.50 25 75 25 50 50 75 1.50 5.00 1.50 1.50 50 50 1.50 50 50 1.50 50 50 2.00 1.50 50 50 min.15 1.50 2.00 min.15 3.00m pentru H \U+2264 5.00m 5.00m pentru H > 5.00m . 2.00 1.50 H \U+2264\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.61538x; \fArial|b0|i0|c0|p34;\H1.5001x;6 m 2.85 5.95 \A1;1.30 2.85 5.95 \A1;1.30 2.85 4.10 4.10 60 A 1.00 3.00-5.00 1.00 1.00 1.00 1.00 1.00 1.00 8.80 1.00 8.80 1.00 var. var. 4.00-6.00 3.00-5.00 4.00-6.00 3.00-5.00 4.00-6.00 A \A1;20 \A1;1,30 \A1;1,00 \A1;3.00÷5.00 \A1;1,00 \A1;4.00 ÷ 6.00 \A1;30 1.20 PARTE CAROSABILA CU DOUA BENZI Zona de stationare de urgenta PARTE CAROSABILA CU DOUA BENZI 5 Zona mediana Panouri antiorbire 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Zona de stationare de urgenta Acostament Ax proiectat Lucrari de consolidare – Drenare taluz 2:3 2.5% 2.5% 2.5% 4% 4% 2:3 2.5% 2.5% 2.5% 2.5% 2.5% 4% 4% 2:3 2.5% 2.5% Sant pereat prefabricat sau monolit 1:1 1:1 5 Parapete tip N2 5 20 cm pamant vegetal 1:1 1:1 5 Parapete tip N2 20 cm pamant vegetal 1:1 1:1 Sant pereat prefabricat sau monolit 5 5 5 5 1:1 1:1 Sant pereat prefabricat sau monolit ZONA DE SIGURANTA 5 5 5 5 5 5 5 5 5 5 5 5 4% 5 5 5 Sant pereat prefabricat sau monolit min.<> Parapete tip H2 Parapete tip H2 10 cm pereu din beton 5 5 min.<> H \U+2264\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.61538x; \fArial|b0|i0|c0|p34;\H1.5001x;6 m Banda de ghidaj Banda de ghidaj Banda de ghidaj Banda de ghidaj Sc. 1:100 4.0% 4.0% ZONA DE SIGURANTA 3.00m pentru H \U+2264 5.00m 5.00m pentru H > 5.00m . Imprejmuire 5 DRUM TEHNOLOGIC 2.5% 4.0% 50cm pentru H \U+2264 \H0.92313x;5.00m/ 1.50m pentru H > 5.00m 50cm pentru H \U+2264 \H0.92313x;5.00m/ 1.50m pentru H > 5.00m Decapare pamant vegetal grosime medie 40cm Decapare pamant vegetal grosime medie 40cm 4.0% 4.0% 5 5 DRUM TEHNOLOGIC 2.5% 4.0% 5 5 5 1.20 Dren logitudinal 2:3 4.0% 3:1 Tuburi PVC lis d 110mm Tuburi PVC perforate d 110mm Material granular 1.30 Protectie taluz cu georetele Pamant vegetal insamantat 20 cm 4.0% 2.85 5.95 Tuburi PVC lis d 110mm 1:1 4% 1:1 1:1 1:1 2:3 4.0% 3:1 Tuburi PVC lis d 110mm Tuburi PVC perforate d 110mm Material granular 1.30 2.85 5.95 Tuburi PVC lis d 110mm 3:1 4.0% 1.30 2.85 4.10 4.10 2:3 Material granular Tuburi PVC lis d 110mm Tuburi PVC lis d 110mm Tuburi PVC perforate d 110mm 5 Dren logitudinal A A PLAN WIEW A-A Sc. 1:100 Pinten C30/37 100x30x30 Pinten C30/37 100x30x30 Pinten C30/37 100x30x30 Pinten C30/37 100x30x30 Pinten C30/37 100x30x30 Pinten C30/37 100x30x30 Pereu C30/37 100x100x10 Pereu C30/37 100x100x10 Pereu C30/37 100x100x10 Tub PVC perforat d 110mm Tub PVC perforat d 110mm Tub PVC perforat d 110mm Geotextil Geotextil Geotextil Geotextil Geotextil Sant pereat prefabricat sau monolit Sant pereat prefabricat sau monolit Material granular Material granular Material granular Rigola Rigola 5 3.00-5.00 5 5 5 5 5 1.00 8.80 1.00 8.80 1.00 var. var. 4.00-6.00 3.00-5.00 4.00-6.00 3.00-5.00 4.00-6.00 B B B B B B Tuburi PVC perforate d 110mm Geotextil Pamant vegetal 5 5 5 3.00÷5.00 5 4.00 ÷ 6.00 Scara/Scale 1:50 Section B-B 30 Pietris 6…31mm Balast Pamant vegetal insamantat 20 cm Pamant vegetal insamantat 20 cm Pamant vegetal insamantat 20 cm 4% 1.20 Caracteristici balast conform SR 662-2002 Caracteristici Fractiune < 0.02 Coeficient de neuniformitate Coeficient de permeabilitate Valori admisibile 3% > 15 min.3.5 x 10 cm/s Dimensiunea maxima a particulei 63mm Nr. Crt. Sectiunea Pozitie km. Pozitia Lungime aplicata Inceput Sfarsit (km) (km) st. / dr. (m) 1 2 Total general Drenarea taluzurilor Nota : · Toate lucrarile de terasamente se vor executa conform caietului de sarcini din proiect. · Se interzice circulatia de santier pe bernele debleurilor dupa terminarea lucrarilor aferente fiecarei trepte. · Drenarea de suprafata a taluzurilor de debleu se aplica pe taluzurile cu exces de umiditate pe tronsoanele specificate la fata locului de consultant si proiectant. · Pentru zonele in care derenarea pe taluz nu a fost specificata in tabelul de aplicabilitati si unde la fata locului se observa exces de umiditate, proiectantul si consultantul vor fi instiintati pentru a gasi solutia necesara reducerii umiditatii. · Drenarea de suprafata a taluzurilor de debleu se executa conform caietului de sarcini. · Excavatiile pentru treapta inferioara a debleului se vor realiza numai dupa executia tuturor lucrarilor proiectate aferente treptei curente de excavatia debleului. · Accesul apei in tuburile perforate se asigura prin fante de 1x5mm sau 1.5x8mm in numar care sa realizeze o suprafata activa de intrare a apei in tuburi de 2400…5000mm / ml de tub. · Dimensiunile drenurilor longitudinale vor fi date in plasa tip ” Drenuri longitudinale”. -3 2 Caracteristici geotextil conform Caracteristici Rezistenta la tractiune Alungirea la rupere Coeficient de permeabilitate trasversala Poansonare cu CBR Valori admisibile min. 8 KN/m min. 40% min.2×10 m/s > 1000 N -4 61610 63830 4 4 62290 64150 dr. st./dr. 1000 680 320