60 115 190 75 235 335 235 335 235 335 235 335 235 335 40 60 40 60 90 210 230 160 210 250 300 240 300 240 450 350 115 215 365 230 300 240 300 240 300 240 300 240 210 250 300 240 210 120 210 120 210 105 245 185 150 200 240 360 240 360 240 360 240 360 240 360 240 360 240 360 240 360 85 200 120 210 245 225 120 220 250 210 125 165 120 210 160 230 90 210 160 230 250 210 90 180 90 180 200 95 200 90 80 200 80 200 180 90 180 90 120 210 120 210 60 60 60 60 60 60 60 60 110 90 110 130 110 130 200 145 200 145 230 355 235 160 235 160 140 120 140 120 150 220 150 220 210 100 120 120 120 120 120 120 200 85 200 85 100 150 200 90 200 85 200 90 85 200 85 200 180 100 100 210 100 210 100 210 100 210 100 230 250 190 260 250 260 250 7.25 45 4.55 45 45 6.35 45 30 11.90 30 30 13.15 30 30 30 30 5.83 30 11.75 30 30 2.70 10 2.90 30 30 5.70 30 8.55 30 30 5.70 30 30 23.70 30 30 5.70 30 35 7.35 7.35 30 29.80 30 30 11.90 30 17.525 30 5.83 30 30 5.83 30 9.70 3.55 8.17 4.00 30 1.15 10 35 1.75 30 4.25 15 1.30 30 4.00 30 5.83 30 2.65 30 2.70 30 2.70 30 2.80 30 30 2.25 15 3.43 30 30 2.74 8 12.03 30 30 2.80 25 2.65 30 35 5.63 35 28.16 35 3.25 20 5.20 25 8.70 35 30 23.70 30 5.80 30 30 24.45 30 2.35 15 2.55 30 5.05 2.40 3.40 30.40 30 5.10 30 11.6 0 30 17.6 0 30 1.55 15 1.90 15 1.35 30 1.95 30 2.80 30 3.60 30 2.35 30 3.60 35 4.45 35 30 9.45 30 11.70 30 9.75 12.30 30 4.40 30 5.00 5.15 30 4.55 30 4.00 4.00 8.24 5.98 8.04 8.24 6.00 6.12 1.56 3.00 1.56 6.12 30 30 5.70 30 30 4.25 15 1.30 30 30 30 5.83 30 2.65 30 2.70 30 2.70 30 2.80 30 2.45 15 1.10 15 1.20 30 30 5.80 30 30 5.80 30 30 5.10 30 8.95 30 2.35 30 30 2.79 12 2.79 30 35 4.00 R 29.00 A A UM UM UM UM UM UM Hp=1.10 Hp=0.90 Hp=0.90 Hp=0.90 Hp=1.75 Hp=1.75 Hp=1.75 Hp=1.75 Hp=1.75 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 Hp=1.35 2.30 1.50 Sala compresor Hp=1.00 Hp=1.00 Depozit produse finite beton S=365.95 mp Hi=7.62 mp V=2788.53 mc REMAT SA SATU MARE ACCES DE INTRARE TEHNICUM gres.cer. S=29.27 mp Hint.=4.22 m V=123.54 mc LABORATOR gres.cer. S=18.29 mp V=77.21 mc ACCES DE INTRARE Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.10 87 89 Hp=1.10 Hp=1.10 Hp=1.10 Hp=1.10 Hp=1.10 Hp=2.00 Hp=2.00 Hp=2.00 Hp=2.00 2.30 1.50 2.30 1.50 2.30 1.50 Depozit gresie cer. S=11.47 mp Hi=2.36 m V=27.06 mc Dep. gresie c. S=3.51 mp Hi=2.36 m V=8.28 mc. Spalatorie gres.cer S=7.14 mp V=37.12 mp S=80.64 mp V=419.32 mc 126.84 Hidrant STRADA UZINEI Strada CC 126.65 126.76 126.46 126.44 126.65 126.65 126.62 126.62 126.67 126.65 126.66 126.67 125.91 126.47 113 111 503 504 F1 F2 Nr.top. 7919/4 Platforma betonata Curte CC CC CC 126.31 126.37 Intr are 126.37 126.44 126.83 126.68 126.58 126.56 126.53 126.54 126.58 126.54 126.48 126.54 126.58 126.57 126.62 126.63 126.38 126.81 126.64 126.69 126.62 126.60 126.65 126.65 126.62 126.63 126.69 126.68 126.70 126.67 126.63 126.62 126.67 126.73 126.69 126.81 126.68 126.83 126.68 126.65 126.72 126.70 126.67 126.65 126.66 126.68 126.67 126.68 126.68 126.67 126.72 126.72 126.66 126.71 126.67 126.80 126.74 126.83 126.75 126.72 126.67 126.65 126.68 126.69 126.67 126.63 126.62 126.67 126.72 126.79 126.75 126.81 126.73 126.38 126.40 126.40 126.40 126.42 126.43 126.41 126.39 126.45 126.41 126.43 126.41 126.39 126.42 126.42 126.41 126.39 126.40 126.38 126.35 126.33 126.37 126.42 126.36 126.41 126.41 126.46 126.45 126.45 126.42 126.38 126.32 126.38 126.39 126.42 126.45 126.55 126.45 126.38 126.39 126.42 126.37 126.49 126.75 126.37 126.77 126.75 126.68 126.77 126.60 126.60 126.80 126.51 126.55 126.52 126.49 126.38 126.42 126.45 126.33 126.33 126.33 126.33 4 2 505 506 507 520 521 Nr.top. 7919/5 126.64 126.53 126.47 126.72 126.41 126.45 126.45 126.47 126.45 126.60 126.47 126.51 126.47 126.43 126.40 126.36 126.37 126.45 126.34 126.40 126.37 126.45 126.43 126.41 126.40 126.44 126.49 126.55 126.46 126.46 126.36 126.41 126.42 126.46 126.67 126.52 126.41 126.47 126.44 126.45 126.45 126.51 126.53 3 508 510 514 517 143 515 126.36 126.64 126.29 126.50 126.72 126.42 126.57 509 126.79 126.90 126.66 126.82 126.79 126.91 127.42 126.92 126.82 127.61 127.65 126.87 127.50 127.03 126.88 127.67 126.78 127.35 129.36 126.77 126.47 126.77 126.80 126.94 126.98 126.98 126.93 127.08 127.12 126.99 127.14 127.11 127.02 127.08 Antreu gresie cer. S=13.61 mp BIROU mocheta S=21.06 mp BIROU mocheta S=12.32 mp HOL S=8.62 mp HOL S=7.37 mp CENTRALA T. S=6.39 mp HOIL Gresie cer. S=7.37 mp BAIE S=8.46 mp BAIE S=9.18 mp 1 2 3 4 5 6 8 9 10 11 12 13 14 A h p .A. DEPOZIT beton S=107.87 mp MAGAZIE parchet S=19.56 mp Sm Sm Sm Sm Sm Sm A 2,40 -0.15 A A P.Gr.III 91 P.Gr.III RELEVAT sing. KIND VASILE ing. JOBBAGY ZOLTAN SCARA: 1:100 VERIFICATOR/ EXPERT NUME SEMNAT CERINTA REFERAT/EXPERTIZA NR./DATA PROIECTANT: mun. Carei str. Independentei nr. 42 tel..0261-863285 mobil 0745-571420 NUME SEMNAT SEF PROIECT DESENAT c arh GYURE R. L. S.C. PRO SYNTAX S.R.L. CAREI DATA iun.2015 Beneficiar: KNEHO ROM SRL Adresa: mun Carei str.Uzinei nr.87 Amplas.:mun.Carei str.Uzinei nr.87-89 Titlu proiect: RELEVEU Titlu plansa: RELEVEU P.Gr.III A A PLAN ETAJ Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=1.00 Hp=0.80 Hp=0.80 h p =1,10 m h p =70 cm h p =70 cm h p =0,95 m h p =0,95 m h p =1,10 m h p =70 cm h p =70 cm h p =0,95 m h p =0,95 m PLAN ETAJ Casa scarii s=13.61 mp Sala de sedinta mocheta S=52.17 mp Hol S=2.64 mp Dep. S=1.75 mp Bucatarie S=11.41 mp Baia S=8.69 mp Birou parchet lam. S=16.26 mp Birou parchet lam. S=16.26 mp DEPOZIT beton S=274.92 mp Cabina poarta S=17.80 mp DEPOZIT beton S=124.69 mp Sala de mese gresie cer. S= 28.89 m 2 Hi=2.70 m v= 78.01 m 3 Birou C.T.C. gres.cer S= 15.93 m 2 Hi= 2.36 m v= 37.58 m 3 Sala preparare apoase gres.cer S= 66.68 m 2 Hi= 5.52 m v= 368.08 m 3 ATELIER gres.cer S= 48.97 m 2 Hi= 4.22 m v= 206.66 m 3 W.C. B gres.cer S= 7.83 m2 W.C. F gres.cer S= 7.25 m2 Depozit central gresie cer S= 269.93 m 2 Hi= 5.52 m v= 1,489.99 m 3 Camara probe gres.cer S= 15.97 m 2 Hi= 5.20 m v= 83.04 m 3 Laborator gres.cer S= 49.69 m 2 Hi= 5.20 m v= 258.36 m 3 Tehnicum gres.cer S= 30.30 m 2 Hi= 2.36 m v= 71.51 m3 Antreu gres.cer S= 15.02 m 2 Hi= 2.36 m v= 35.44 m3 SAS gresie cer S= 6.76 m 2 S= 2.85 m2 Vestiar parchet lam. S= 7.83 m2 Terasa S= 29.00 m 2 C.T. beton S= 15.51 m 2 Hi= 5.20 m v= 80.63 m 3 Depozit auxiliar beton S= 203.02 m2 Him= 4.50 m v= 913.60 m 3 Depozit produse finite beton S= 149.37 m 2 Him= 6.20 m v= 926.08 m 3 S= 2.24 m2 WC S= 2.03 m2 Sala prep. inflamabile cim.scl. Hi= 5.20 m Magazie beton S= 48.09 m2 Casa scarii gres.cer S= 15.01 m2 birou parchet lam. S= 15.93 m2 birou parchet lam. S= 11.48 m 2 birou parchet lam. S= 11.48 m 2 SAS gresie c. S= 7.39 m2