-0.05 -1.70 Beton egalizare 10 cm C12/15 -0.6 5 CTN Zidarie Ø6/20 L=1.25m Sectiunea 1 - 1 Hidroizolatie 1c+2b Dop bitum Trotuar Nisip C4/5 8 Centura 30x20 6Ø12 10 9 Agrafe Ø6/30 OB37 7 6 5 Ø10/30 PC52 2 1 3 4 5 9 etr. Ø8/20 l=1.15 PC52 30 20 30 20 6 30 Ø10/20 PC52 12 12 PC52 30 50 4 PC52 Ø10/10 L=1.10 3 30 30 50 30 Ø10/10 L=1.10 Ø6/20 L=1.15m PC52 10 90 20 4Ø10 PC52 4Ø12 PC52 == 5 -1.20 == Pardoseli beton armat # Ø 6/20 Folie polietilena Umplutura de pietris 15cm Umputura de pamant Teren natural Sectiunea 2 - 2 C8/10 MATERIALE : OB37 ; PC52 C 4/5 (B75) C8/10 (B150) C12/15 (B200) Ø6 / 20 L=1.75m PC52 10' L=3.55 -0.05 -1.70 Beton egalizare 10 cm C12/15 -0.6 5 CTN Zidarie Ø6/20 L=1.75m Hidroizolatie 1c+2b C4/5 8 Centura 30x20 6Ø12 10' 9 Agrafe Ø6/30 OB37 7 6 5 Ø10/30 PC52 2 1 3 4 5 4Ø10 PC52 4Ø12 PC52 == 5 -1.20 == Pardoseli beton armat # Ø 6/20 Folie polietilena Umplutura de pietris 15cm Umputura de pamant Teren natural C8/10 Sectiunea 4 - 4 C8/10 Pardoseli beton armat # O 6 / 20 -0.05 -1.30 Nisip 4Ø14 PC52 1 Ø8/20 70sus OB37 L=1.45 45 Ø8/20 65jos OB37 L=1.10 25 10 L=1.20 Ø8/20 70 OB37 4 2 3 5 6 25 25 25 8 25 etr.Ø8/20 L=1.20 OB37 6 -0.50 -0.65 CTN 3 2 30 25 25 25 4 Desen executat cu programul Advance Concrete Graitec AC 7.1 ing. Dimitriu Doina TITLU PLANSA: PROIECT NR.: 60/2009 DATA: Noiembrie 2009 FAZA: PLANSA NR. 1:25 SCARA: PROIECT: Verificat Proiectat Sef proiect S.C. EXPLORARI S.R.L. TARGOVISTE P.T. VESTIAR DETALII FUNDATII R 02 ing. Cirstea Constanta BENEFICIAR: COMUNA POIANA MODERNIZARE BAZA SPORTIVA ADRESA: Comuna Poiana, Sat Poiana judet Dambovita -0.05 -1.7 0 Beton egalizare 10 cm C12/15 -0.65 CTN Zidarie Sectiune 3 - 3 Hidroizolatie 1c+2b C4/5 5 5 -1.20 == Pardoseli beton armat # Ø 6/20 Folie polietilena Umplutura de pietris 15cm Umputura de pamant Teren natural C8/10 Fundatie existenta Rost antiseismic 10 cm 4 10 7 5 3 8 ing. Cirstea Constanta