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Str. SUBCETATE - Reghin...parcari autoturisme 20 locuri de parcare Constructie existenta Spatiu...

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Plansa nr. Data Format Scara Proiectat Denumire plansa: Obiectivul: Beneficiar: Nr. proiect Faza: P.U.Z. Certificari: SR EN ISO 9001:2008, SR EN ISO 14001:2005, SR OHSAS 18001/2008 www.bogartconstruct.ro; eMail: [email protected] Tel./Fax.: +40264582749, +4 0264 582782, +40264302814 Bulevardul 1 Decembrie 1918, nr. 38, 400699, Cluj-Napoca Licente: AutoCAD LT 2007 EN CD (05727-091452-9000), ArchiCAD 10 arh. Mirela PETRINA J12/882/1999; RO 11953916; Banca: BCR Erste Cluj © Acest document este proprietatea firmei S.C. BOGART CONSTRUCT S.R.L. si nu poate fi folosit, transmis sau reprodus, total sau partial, fara autorizarea expresa si scrisa. Utilizarea sa trebuie sa fie conforma celei pentru care a fost elaborat. Documentul este valabil numai cu semnaturile si stampilele proiectantilor in original. . U/P.U.Z./ Desenat 594x420mm 09.2019 02.2020 arh. Mirela PETRINA Sef proiect arh. Mirela PETRINA Strada Pandurilor nr. 74-88, Reghin, judetul Mures S.C. MAVIPROD S.R.L. ELABORARE PUZ PENTRU ZONA DE ACTIVITATI ECONOMICE DE TIP COMERCIAL/SHOWROOM, DEPOZITARE SI SERVICII 370.011 cota constructie C9 C8 ACCES EXISTENT 2 + 0.00=370.00 6.200 7.000 5.000 0.400 5.000 7.000 3.000 13.250 19.450 9.000 9.000 5.000 1.392 0.200 7.000 0.200 15.400 0.200 7.800 7.000 31.907 6.200 7.000 10.400 7.000 1.763 8.473 3.500 2.000 8.000 8.000 10.000 9.000 9.000 9.000 10.000 10.000 5.000 50.000 5.000 50.000 1.200 9.000 9.000 3.300 4.865 8.697 4.865 3.000 6.000 3.700 3.100 1.700 5.200 3.500 4.000 8.570 16.757 11.668 3.331 6.638 3.941 3.100 6.660 1.831 16.302 11.221 Constructie existenta Spatiu comercial P+E+M PLATFORMA DESCARCARE CABINA PORTAR BARIERA +0.00=370.00 - conf. proiect realizat - 0 . 05 = 369 . 95 TERMINAL ANDOCARE PROPUS TERMINAL ANDOCARE PROPUS -0.00 = 370.00 + 0.55 = 370.55 COTA DRUM -0.15 = 369.85 RIGOLA DESCHISA - 0 . 15 = 369 . 85 -1.20 = 368.80 - 0 . 05 = 369 . 95 - 1 . 20 = 368 . 80 -1.20 = 368.80 + 0 . 00 = 370 . 00 - 0 . 60 = 369 . 40 parapet b.a. +0.90 = 370.90 - 1 . 20 = 368 . 80 RIGOLA DESCHISA - 1 . 20 = 368 . 80 - 0 . 15 = 369 . 85 + 0 . 35 = 370 . 35 + 0 . 35 = 370 . 35 Parcari acoperite Parcari acoperite GURA SCURGERE -0.15 = 369.85 BORDURA + 0.00 = 370.00 BORDURA + 0.00 = 370.00 GURA SCURGERE -0.15 = 369.85 GURA SCURGERE -0.15 = 369.85 -0.00 = 370.00 rigola preluare ape pluviale D400 rigola preluare ape pluviale D400 rigola preluare ape pluviale D400 rigola preluare ape pluviale D400 rigola preluare ape pluviale D 400 BORDURA + 0.00 = 370.00 - 1 . 20 = 368 . 80 + 0.00 = 370.00 preluare apa invelitoare preluare apa invelitoare preluare apa invelitoare preluare apa invelitoare CLADIRI EXISTENTE E B CAD 60254 60254-C1 CONSTRUCTIE EXISTENTA Str. PANDURILOR DN 15 - E 578 eghin Spre Deda Str. SUBCETATE SHOWROOM EXTERIOR C . Pompe ACCES EXISTENT 1 platforma circulabila parcari autoturisme 20 locuri de parcare Constructie existenta Spatiu comercial Constructie existenta Spatii de birouri si Showroom P+E 7 370.872 tr 8 370.866 tr 9 370.830 tr 10 370.901 tr lg 11 370.759 tr 12 370.541 tr 13 370.583 tr 14 370.582 tr 15 tr 16 370.547 tr 17 370.585 tr 27 370.219 cg 28 370.277 cg 29 370.011 cc 30 370.028 p 31 370.020 p 32 369.856 p 33 369.788 p 34 369.558 p 35 369.365 p 36 369.206 p 37 369.250 p 38 368.639 p 39 369.361 p 40 369.378 p 41 369.318 p 42 369.010 p 43 368.512 p 44 368.437 p 45 368.392 p 46 368.448 p 47 368.444 p 48 368.296 p 49 368.279 g 50 368.444 g 102 370.219 G 103 369.74 GR 104 369.78 R 105 369.86 R 106 369.91 R 107 369.98 R 108 369.96 PAV 109 369.96 PAV 110 369.87 PAV 111 370.11 COTACC 112 LC 113 CC 114 CC 115 CC 116 CC 117 CC 118 CC 32 33 34 35 36 37 mag 38 mag 39 369.017 g 40 368.521 g 41 368.490 g 43 368.440 cg 44 368.322 p 45 368.541 t 46 368.383 s 47 368.387 s 48 368.273 s 50 368.483 p 51 368.204 s 52 368.239 s 53 368.453 t 54 368.391 t 55 368.359 p 56 368.243 p 57 368.537 s 58 368.642 s 59 368.405 p 60 368.379 cg 61 368.477 p 62 368.610 cg 65 368.797 g 66 368.781 g 67 368.634 p 68 368.926 p 69 369.145 g 70 cc 71 369.266 dec 72 369.230 dec 73 369.234 dec 75 369.330 p 86 369.829 p 87 369.741 can 88 cc 89 369.656 cc2m 91 t# 92 369.681 dec 93 369.657 dec 94 369.719 dec 95 ccg 96 369.607 dec 97 cc 98 cc 99 cc 101 368.945 p 102 368.769 p 103 368.624 p 104 368.598 p 105 368.630 g 106 368.797 g 113 t# 115 t cc 0.5 116 369.612 p 117 cc 118 cc# 121 cc# 122 368.974 p 123 cc 124 368.871 g 125 g 126 cc 127 368.860 g 128 368.792 p 129 369.162 g 130 368.717 g 131 368.549 p 132 368.593 g 133 368.515 p 135 ccg 136 cc 137 cc 138 cc 88 18 370.512 tr 19 370.575 tr 20 370.610 tr 21 370.722 tr 22 370.560 tr 23 370.526 tr 370.449 tr 25 370.634 tr 26 370.627 tr 25 ccv 26 ccvlpg 28 cc#g84 29 cc# 77 cc# 79 cc#86 82 cc# 85 cc cc# 110 cc# 86 84 Str. Pandurilor RAMPA AUTO RAMPA AUTO platforma circulatie parcari comionete 13 locuri parcare platforma circulabila parcari autoturisme 10 locuri de parcare PLATFORMA CIRCULATIE AUTO 370.11 cota constructie ACCES EXISTENT 3 ACCES EXISTENT 4 ACCES EXISTENT 5 60254-C2 LIMITA PUZ LIMITA DE PROPRIETATE LIMITA DE PROPRIETATE min. 1% min. 1% min. 1% min. 2% min. 2% ZONA DE PROTECTIE DN 15 - 25.00m ZONA DE PROTECTIE DN 15 - 25.00m min. 1% min. 1% min. 1% min. 1% 2% 8 trepte 15.00 x 30cm 2% CTA= 368.80 CTN= 368.35 CTA= 370.00 CTN= 369.30 2% 1.5% 8 trepte 15.00 x 30cm min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% min. 1% COTA SPATIU PLANTAT platforma circulabila parcari autoturisme 12 locuri de parcare parcari autoturisme 6 locuri de parcare platforma circulabila parcari autoturisme 20 locuri de parcare min. 1% ASPH. 1 ASPH. 1 ASPH. 1 ASPH. 2 ASPH. 1 ASPH. 1 ASPH. 1 ASPH. 2 ASPH. 1 ASPH. 2 ASPH. 2 Ps.1 Ps.1 Ps.2 Ps.3 Ps.4 Ps.5 Ps.6 ASPH. 1 Pp.1 Pp.2 Pp.3 Pp.4 Pp.6 Pp.5 Pp.4 Pp.7 Sv.1 Pp.1 Pp.1 Pp.1 N.1 Sv.1 Sv.2 Sv.2 Sv.3 Sv.2 Sv.4 Sv.4 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 2% LIMITA ZONA DE INTERVENTIE R min. 1% min. 1% min. 1% min. 1% A A A A A A B B Pp.1 Pp.3 T1 B1 B2 B3 B5 B6 B4 B7 B8 B9 B8 B12 B10 B11 B11 RD1 RD2 RD3 RD3 RD4 RD5 RD5 RG1 RG2 RG3 RG4 RG5 BV1 BV2 BV3 BV2 BV3 BV3 B13 B13 FIRMA LUMINOASA POARTA ACCES AUTOMATIZATA POARTA ACCES AUTOMATIZATA POARTA ACCES AUTOMATIZATA D D D D D D 12% depozitare Parter LIMITA PUZ LIMITA PUZ LIMITA PUZ LIMITA PUZ LIMITA PUZ LIMITA PUZ A A UTR Z_Ec 370.840 2.650 0.200 5.000 0.200 15.400 0.200 2.055 26.190 32.339 8.055 15.400 8.784 10.000 10.000 10.000 10.000 9.000 0.200 3.100 85.000 3.500 39.000 3.837 1.300 85.000 0.950 2.150 2.821 5.000 9.000 9.000 8.800 3.850 0.400 6.200 6.000 26.200 2.093 14.423 3.817 6.838 3.760 85.950 5.138 15.000 2,251.020 m 2 H coama =8.00 m H cornisa =6.45 m + 0 . 45 = 370 . 45 - 0 . 15 = 369 . 85 - 0 . 05 = 369 . 95 soclu beton aparent, h=1.00metri +371.55 - c.sup. +370.55 - c. inf. soclu beton aparent, dublat cu vegetatie h = 0.15m + 1.00 vegetatie +371.50 - c.sup. +370.50 - c. inf. soclu beton aparent h=1.00, dublat cu vegetatie +371.80 - c.sup. +370.80 - c. inf. totem iluminat steaguri - 0 . 05 = 369 . 95 soclu beton aparent, dublat cu vegetatie h = 0.15m + 1.00 vegetatie +371.70 - c.sup. +370.70 - c. inf. soclu beton aparent, fara vegetatie h = 1.00m +371.80 - c.sup. +370.80 - c. inf. Cota platforma +0.45=370.45 soclu beton aparent - h=0.15m dublat cu vegetatie h = 1.00m +371.60 - c.sup. +370.60 - c. inf. cub beton prefabricat cub beton prefabricat banca beton prefabricat H cornisa =7.65 m H cornisa =6.18 m H cornisa =6.18 m H cornisa =7.80 m 370.514 24 109 CONSTRUCTIE PROPUSA LIMITA DE PROPRIETATE 6.20% 2% CTA= 368.80 CTN= 368.35 CTA= 370.00 CTN= 369.26 + 0.00 = 370.00 - platforma hala 6.20% GEN. P. Sv.5 Sv.7 Sv.6 Sv.8 Sv.9 S.c. = 2229.40 mp Spatii pentru depozitare CAD 61151 A A B B C C BV3 BV3 BV4 BV4 BV5 BV5 BV5 BV5 BV5 BV6 BV6 BV6 BV7 BV7 BV7 BV8 BV8 BV8 BV9 BV10 BV10 BV10 BV10 BV10 BV10 BV11 BV12 BV13 BV14 BV14 BV6 BV6 BV6 BV7 4 370.779 G 5 371.819 CG 6 371.875 G 7 370.979 G 8 371.654 G 10 372.764 LG 14 370.133 LG 33 371.616 LG 35 370.694 LG 36 370.641 LG C1 74 8 370.33 CC 9 370.33 CC 10 370.35 CC 11 370.35 CC 12 370.34 CC 14 370.35 CC 15 370.37 CC 17 370.36 CC 18 370.36 CC 19 370.34 CC 34 370.36 CC 43 CC 44 CC 45 CC 47 CC 56 CC 57 CC 65 370.17 MAG 66 370.11 MAG 67 373.07 MAG 68 371.98 MAG 69 372.34 MAG 30CM SI10CM ST 72 1Cc 272 370.751 splemn C2 C4 C5 SC TUBSYSTEM SRL 146 15 369.629 LG 16 369.346 LG 17 369.247 G 18 370.014 LG 19 369.056 G 20 369.142 LG 30 369.054 CG 390 370.650 gaz 33 370.662 CC 30A 369.054 CG 32 370.015 CG 31A 368.968 CG 32A 370.015 CG 61 370.646 G 391 370.592 gaz 22 369.129 L 23 369.737 CG 24 369.331 G 25 370.463 CG 26 369.137 G 27 369.902 G 29 368.848 G 3 369.242 INT 4 369.156 INT 23A 369.054 CG 42 370.722 CC 28 370.322 CC 29 368.797 G 31 370.733 CCG 32 369.363 G 33 370.773 CCG 14 369.276 G 18 371.755 CCG 5 368.505 G 138 134 617 369.324 SP Cc 20A 369.054 CG 11 370.724 S 43 368.302 S 44 368.235 S 67 370.646 G 14 370.646 G 5 371.750 CC 16 370.650 CC 215 370.823 d 216 370.902 pod 217 370.901 pod 220 370.903 d 223 d 226 370.911 d 229 370.446 s 230 370.961 ca 232 370.916 pod 234 370.889 d 241 370.910 d 243 370.946 d 244 370.975 d 249 370.739 pod 250 370.908 d 256 370.981 rig 257 370.962 d 259 371.053 d 264 371.016 d 265 371.131 ca 267 371.067 d 272 370.751 splemn 274 370.998 d 276 371.011 d 279 370.881 d 281 370.747 pod 283 370.439 sp 286 370.939 d 288 370.784 d 289 370.874 ca 293 370.934 ca 370.805 d Str. Pandurilor 430 368.694 s 431 368.999 d 433 369.067 d 438 369.092 pod 439 369.081 pod 454 369.228 pod 455 369.320 pod 460 369.252 d 462 369.195 d 465 369.430 pod 466 369.425 pod 480 369.526 pod 481 369.477 pod 494 369.739 pod 495 369.666 pod 503 369.667 pod 525 369.774 pod 526 369.968 pod 527 370.050 pod 536 370.035 pod 537 370.071 pod 538 370.079 d 540 370.148 d 552 370.405 ca 553 370.394 ca 496 369.604 d 498 369.522 d 437 369.079 sp 464 369.300 sp 487 369.670 sp 504 369.825 sp 528 369.993 sp 25 31 368.968 CG 31B 369.054 CG 13 370.906 can 15 370.608 sp 16 370.965 pod 17 370.975 pod 19 370.655 can 20 370.968 pod 21 370.923 pod 22 370.922 d 23 370.969 d 24 370.887 sp 51 368.204 s 52 368.239 s 56 368.243 p 57 368.537 s 58 368.642 s 107 369.844 g 109 cc# 110 cc# 113 t# 115 t cc 0.5 118 cc# 121 cc# 124 368.871 g 127 368.860 g 130 368.717 g 132 368.593 g 135 ccg 136 cc 137 cc 138 cc Oprea Petru C1 C7 88 05 370.950 pod 90 C6 Oprea Petru 010 370.950 pod 2 370.877 d 9 370.950 pod 11 370.976 pod 12 370.854 d 13 370.906 can 24 370.887 sp 46 368.383 s 47 368.387 s 51 368.204 s 52 368.239 s 54 368.391 t 77 cc# 79 cc#86 82 cc# 83 370.408 can 84 370.391 can 85 cc 87 369.741 can 89 369.656 cc2m 91 t# 97 cc 98 cc 99 cc 123 cc 126 cc terasa Str. Pandurilor C2 C3 CCN 06 370.950 pod C4 2 370.877 d 3 370.903 d 4 370.835 d 6 370.905 pod 7 370.885 pod 10 370.732 spl 12 370.854 d 13 370.906 can 26 ccvlpg 28 cc#g84 29 cc# 32 cc 33 34 35 36 37 38 mag 39 369.017 g 40 368.521 g 41 368.490 g 42 368.531 cg 46 s 47 368.387 s 48 368.273 s 50 368.483 p 67 368.634 p 68 368.926 p 70 cc 71 369.266 dec 72 369.230 dec 73 369.234 dec 95 ccg decantor C11 30 cc# 07 370.950 pod 1Cc 08 370.950 pod 13 370.906 can 24 370.887 sp 51 368.204 s 52 368.239 s 124 368.871 g 127 368.860 g 130 368.717 g 2 370.877 d 47 s 89 369.656 cc2m 91 t# 09 370.950 pod 40 368.521 g 41 368.490 g 42 368.531 cg 49 368.314 p 67 368.634 p 68 368.926 p 73 369.234 dec C5 C10 1 370.176 cc* 3 371.031 cc* 4 370.117 cc* 5 370.087 cc* 7 369.811 cc* 10 369.930 cc*caramida 11 368.780 cc* 13 368.875 cc* 15 368.975 cc* S=1366mp 3F S=2222mp 2A A CCN S=6599mp A 01 370.21 ST 02 370.21 ST 03 370.21 ST 04 370.21 ST 20.57 5.68 12.69 5.04 15.94 12.59 32.81 16.44 3.58 11 .50 11 .61 11 .25 39.68 12.86 15.13 13.71 9.19 3.38 11.47 10.38 10.98 5.63 5.87 5.84 6.23 4.60 6.44 10.78 6.67 8.01 13.16 12.50 10.10 11.05 11.27 21.02 15.31 13.56 16 .79 23.68 45.95 22.54 7.88 11.70 13.85 18.78 1 .39 13.30 11. 40 6.37 6.62 2.76 18.24 11.24 15 .77 19.68 9.73 12. 11 6.39 18.03 7.36 6.62 10 . 92 12.77 2.29 1.28 16.27 6.58 C3 60 368.379 cg 62 368.610 cg Str. Subcetate Str. Subcetate 9 371.654 G 1 369.224 cota 3 370.680 cc# 5 370.913 cc# 6 370.722 t# 8 372.761 cc# 9 372.632 cc# 11 370.808 t# 14 371.026 cc 15 370.997 t 16 369.881 cc 18 371.031 cc# 19 370.337 copertina 20 370.189 copertina 21 370.211 anexa 22 370.815 g 138 134 CCN 55669 58405 55036 51570 55902 5 56296 56297 56373 P.G. Anexa - Parter Parter GRF III GRF III Anexa - Parter GRF III GRF II P+M GRF III P+M GRF III P+M GRF III P+M GRF III GRF II GRF II GRF II B B N Legenda : zona de interventie in incinta limita de proprietate studiata constructii existente constructie propusa circulatii pietonale propuse in incinta spatiu verde vegetatie propusa Platforme/rampe/circulatii auto propuse in incinta acces auto acces pietonal C.U.T. P.O.T. 31.55 Spatii verzi 4563.82 Circulatii pietonale/expo. exterior 2.44 Suprafata teren mp 20.96 3033.00 Functiune % 23.40% Existent 0.30 9.91 1432.98 Circulatii auto/parcari/platforme auto 35.15 5084.20 Total 100.00 EXISTENT 38.87 5623.16 15.41 mp 20.96 % 36.37% Propus 0.46 15.53 2264.44 9.09 1315.00 100.00 PROPUS 14467.00 14467.00 2229.40 353.00 Constructii existente 3033.00 14467.00 14467.00 21.99 P.G. 0.14 20.00 2240.25 Constructii existente in curs de demolare Constructii propuse 0.00 0.00 S.const. = 3386.00 S.desf. = 4375.60 0.00 0.00 S.const. = 5262.40 S.desf. = 6605.00 1.785 7.000 5.000 0.200 5.400 0.200 5.000 5.000 2.800 26.190 2.115 32.385 26.190 2.115 CTN 368.80 m Hcornisa=6.45 m H coama =8.00 m + 0.00 = 370.00 Hcornisa=7.65m +370.00 +376.40 +370.00 +370.00 PROFIL A-A 1.00% 1.00% CONSTRUCTIE EXISTENTA CONSTRUCTIE PROPUSA LIMITA DE PROPRIETATE Hcornisa=6.45 m Hcoama=8.00 m Str. Pandurilor PROFIL B-B ZONA CONSTRUIBILA 25.000 5.111 85.950 33.450 ZONA DE PROTECTIE DN 15 - 25.00m POSIBILITATE DE MOBILARE URBANISTICA 06 1:500 SUPRAFATA REGLEMENTATA: 14 467 mp SUPRAFATA STUDIATA: 42 100 mp CAD: 60254 10 187 mp CAD: 61151 4 280 mp Indici urbanistici propusi : U.T.R. propus = Z_Ec - Zona de activitati economice de tip comercial/showroom, depozitare si servicii POT maxim = 60.00 % CUT maxim = 1.20 Regim maxim de inaltime: S+P+2E+E.R. N
Transcript
  • Plansa nr.Data FormatScara

    Proiectat

    Denumire plansa:

    Obiectivul: Beneficiar:

    Nr. proiect

    Faza:

    P.U.Z.

    C e r t i f i c a r i : S R E N I S O 9 0 0 1 :2 0 0 8 , S R E N I S O 1 4 0 0 1 :2 0 0 5 , S R O H S A S 1 8 0 0 1 /2 0 0 8

    w w w .bogar tcons t ruc t .ro ; eMa i l : o f f ice@ bogar tcons t ruc t .roTel./Fax .: +40264582749 , + 4 0264 582782, + 40264302814Bulevardul 1 Decembr ie 1918 , nr . 38 , 400699 , Cluj-Napoca

    L i c e n t e : A u t o C A D L T 2 0 0 7 E N C D ( 0 5 7 2 7 - 0 9 1 4 5 2 - 9 0 0 0 ) , A r c h i C A D 1 0

    arh. Mirela PETRINA

    J 1 2 /8 8 2 /1 9 9 9 ; R O 1 1 9 5 3 9 1 6 ; B a n c a : B C R E r s t e C l u j

    © Aces t documen t es te p rop r i e ta tea f i rme i S .C . B O G A R T C O N S T R U C T S .R .L . s i nu poate f i fo los i t , t r a n s m i s s a u r e p r o d u s , to ta l sau par t ia l , f a ra au to r i za rea exp resa s i sc r i sa . U t i l i za rea sa t rebu ie sa f ie con fo rma ce le i pen t ru care a fos t e labora t . Documentu l es te va lab i l numa i cu semnatu r i l e s i s tamp i le le p ro iec tan t i l o r i n o r ig ina l .

    .

    U/P.U.Z./

    Desenat

    594x420mm 09.201902.2020

    arh. Mirela PETRINA

    Sef proiect arh. Mirela PETRINA

    Strada Pandurilor nr. 74-88, Reghin, judetul Mures

    S.C. MAVIPROD S.R.L.ELABORARE PUZ PENTRU ZONA DE ACTIVITATI ECONOMICE DE TIPCOMERCIAL/SHOWROOM, DEPOZITARE SI SERVICII

    370.011 cota constructie

    C9C8

    ACCESEXISTENT 2

    +0.00=370.00

    6.20

    07.

    000

    5.00

    00.

    400

    5.00

    07.

    000

    3.000 13.250

    19.4509.000 9.000 5.000

    1.39

    20.

    200

    7.00

    00.

    200

    15.4

    000.

    200

    7.80

    0

    7.00

    0

    31.9

    07

    6.20

    07.

    000

    10.4

    007.

    000

    1.76

    3 8.4

    73

    3.500

    2.00

    0

    8.00

    08.

    000

    10.000

    9.00

    09.

    000

    9.00

    0

    10.00010.000

    5.00

    0

    50.000

    5.00

    0

    50.000 1.200

    9.0009.000

    3.30

    0

    4.86

    58.

    697

    4.86

    5

    3.00

    0

    2.50

    0

    6.00

    03.

    700

    3.10

    01.

    700

    5.20

    0

    3.50

    0

    4.00

    0

    8.570

    16.757

    11.668

    3.331

    6.6383.941

    3.1006.660

    1.831

    16.302

    11.221

    29.040 m2

    Constructie existentaSpatiu comercialP+E+M

    PLATFORMADESCARCARE

    CABINA PORTAR

    BARIERA

    +0.00=370.00 - conf. proiect realizat

    -0.0

    5=36

    9.95

    TERMINAL ANDOCAREPROPUS

    TERMINAL ANDOCAREPROPUS

    -0.00 = 370.00+0.55 = 370.55COTA DRUM

    -0.15 = 369.85

    RIG

    OLA

    DES

    CHIS

    A

    -0.1

    5=36

    9.85

    -1.20 = 368.80

    -0.0

    5 =

    369.

    95

    -1.2

    0 =

    368.

    80

    -1.20 = 368.80

    +0.0

    0 =

    370.

    00

    -0.6

    0=36

    9.40

    parapet b.a.+0.90 = 370.90

    -1.2

    0 =

    368.

    80

    RIG

    OLA

    DES

    CHIS

    A

    -1.2

    0 =

    368.

    80

    -0.1

    5=36

    9.85

    +0.3

    5=37

    0.35

    +0.3

    5=37

    0.35

    Parcari acoperite

    Parc

    ari a

    cope

    rite

    GURA SCURGERE-0.15 = 369.85

    BORDURA+0.00 = 370.00

    BORDURA+0.00 = 370.00

    GURA SCURGERE-0.15 = 369.85

    GURA SCURGERE-0.15 = 369.85

    -0.00 = 370.00

    rigola preluare ape pluvialeD400

    rigola preluare ape pluvialeD400

    rigola preluare ape pluvialeD400

    rigola preluare ape pluvialeD400

    rigol

    a pr

    elua

    reap

    e pl

    uvia

    leD

    400

    BORDURA+0.00 = 370.00

    -1.2

    0 =

    368.

    80

    +0.00 = 370.00

    preluare apa invelitoare

    preluare apa invelitoare

    preluare apa invelitoare

    preluare apa invelitoare

    C L A D I R IE X I S T E N T E

    E

    B

    CAD 60254

    60254-C1

    CONSTRUCTIE EXISTENTA

    Str.

    PAN

    DU

    RIL

    OR

    DN

    15

    - E 5

    78

    Cent

    ru R

    eghi

    n

    Spre

    Ded

    a

    Str. SUBCETATE

    SHOWROOMEXTERIOR

    C.P

    ompe

    ACCESEXISTENT 1

    platforma circulabilaparcari autoturisme20 locuri de parcare

    Constructie existentaSpatiu comercial

    Constructie existentaSpatii de birouri si ShowroomP+E

    7370.8

    72

    tr

    8370.8

    66

    tr937

    0.830

    tr

    10370.9

    01

    tr lg11370.7

    59

    tr

    1237

    0.541

    tr1337

    0.583

    tr

    14370.5

    82

    tr15

    tr

    16370.5

    47

    tr

    17370.5

    85

    tr

    27370.2

    19

    cg

    28370.2

    77

    cg

    29370.0

    11

    cc

    30370.0

    28

    p

    31370.0

    20

    p

    32369.8

    56

    p

    33369.7

    88

    p

    34369.5

    58

    p

    35369.3

    65

    p

    36369.2

    06

    p3736

    9.250

    p

    38368.6

    39

    p 39369.3

    61

    p

    40369.3

    78

    p 4136

    9.318

    p 4236

    9.010

    p 43368.5

    12

    p

    44368.4

    37

    p4536

    8.392

    p4636

    8.448

    p 4736

    8.444

    p4836

    8.296

    p

    49368.2

    79

    g

    50368.4

    44

    g

    102

    370.2

    19

    G10

    336

    9.74

    GR

    104

    369.7

    8

    R

    105

    369.8

    6

    R

    106

    369.9

    1

    R

    107

    369.9

    8

    R

    108

    369.9

    6

    PAV

    109

    369.9

    6

    PAV

    110369.8

    7

    PAV

    111370.1

    1

    COTA

    CC

    112

    LC

    113

    CC

    114

    CC

    115

    CC

    116

    CC117

    CC

    118

    CC

    32

    33

    3435

    36 37ma

    g

    38ma

    g3936

    9.017

    g

    40368.5

    21

    g4136

    8.490

    g

    43368.4

    40

    cg 44368.3

    22

    p

    45368.5

    41

    t4636

    8.383

    s4736

    8.387

    s

    48 368.27

    3

    s

    50368.4

    83

    p

    51368.2

    04

    s5236

    8.239

    s5336

    8.453

    t5436

    8.391

    t

    55368.3

    59

    p

    56368.243

    p5736

    8.537

    s58368.6

    42

    s

    59368.4

    05

    p

    60368.3

    79

    cg

    61368.4

    77

    p

    62368.6

    10

    cg6536

    8.797

    g6636

    8.781

    g

    67368.6

    34

    p6836

    8.926

    p

    69369.1

    45

    g

    70

    cc

    71369.2

    66

    dec 7236

    9.230

    dec

    73369.2

    34

    dec

    75369.3

    30

    p

    86369.8

    29

    p

    87369.7

    41

    can

    88

    cc

    89

    369.6

    56

    cc2m

    91

    t#

    92369.6

    81

    dec 9

    336

    9.657

    dec

    94369.7

    19

    dec

    95

    ccg

    96369.6

    07

    dec

    97

    cc98

    cc

    99

    cc

    101

    368.9

    45

    p

    102

    368.7

    69

    p

    103

    368.6

    24

    p10

    436

    8.598

    p

    105

    368.6

    30

    g10

    636

    8.797

    g

    113

    t#115

    t cc 0.

    511636

    9.612

    p

    117

    cc

    118

    cc#

    121

    cc#

    122

    368.9

    74

    p

    123

    cc

    124

    368.8

    71

    g

    125

    g126cc

    127

    368.8

    60

    g

    128

    368.7

    92

    p

    129

    369.1

    62

    g

    130

    368.7

    17

    g

    131

    368.5

    49

    p

    132

    368.5

    93

    g

    133

    368.5

    15

    p

    135

    ccg136

    cc13

    7

    cc13

    8

    cc

    88

    18370.5

    12

    tr

    19370.5

    75

    tr

    20370.6

    10

    tr

    21370.7

    22

    tr2237

    0.560

    tr

    23370.5

    26

    tr37

    0.449

    tr

    25370.6

    34

    tr

    26370.6

    27

    tr

    25

    ccv26

    ccvlpg

    28

    cc#g8

    4

    29

    cc#

    77

    cc#

    79cc#

    86

    82

    cc#85

    cc

    cc#

    110cc#

    86

    84

    Str.

    Pand

    urilo

    r

    RAMPA AUTO

    RAMPA AUTOplatformacirculatie

    parcari comionete13 locuri parcare platforma circulabila

    parcari autoturisme10 locuri de parcare

    PLATFORMA CIRCULATIE AUTO

    370.11 cota constructie

    ACCESEXISTENT 3

    A C C E SE X I S T E N T 4

    A C C E SE X I S T E N T 5

    60254-C2

    LIMITA PUZ

    LIMITA DE PROPRIETATE

    LIMITA DE PROPRIETATE

    min. 1%

    min. 1% min. 1%

    min. 2%min. 2%

    ZONA DE PRO

    TECTIE DN 15 - 25.00m

    ZONA DE PRO

    TECTIE DN 15 - 25.00m

    min. 1%

    min. 1%

    min.

    1%

    min. 1%2%

    8 trepte15.00 x 30cm

    2%

    CTA = 368.80CTN = 368.35

    CTA = 370.00CTN = 369.30

    2%

    1.5%

    8 trepte15.00 x 30cm

    min.

    1%

    min. 1%

    min. 1%

    min. 1%

    min.

    1%

    min. 1%

    min. 1%

    min. 1%

    min.

    1%

    min. 1%

    min. 1%

    min. 1%

    min.

    1%

    min. 1%

    min. 1%

    min. 1%

    COTA SPATIU PLANTAT

    platforma circulabilaparcari autoturisme12 locuri de parcare

    parcari autoturisme6 locuri de parcare

    platforma circulabilaparcari autoturisme20 locuri de parcare

    min. 1%

    ASPH. 1

    ASPH. 1

    ASPH. 1

    ASPH. 2

    ASPH. 1

    ASPH. 1

    ASPH. 1

    ASPH. 2ASPH. 1

    ASPH. 2

    ASPH. 2

    Ps.1

    Ps.1

    Ps.2

    Ps.3

    Ps.4

    Ps.5

    Ps.6

    ASPH. 1

    Pp .1

    Pp .2

    Pp .3

    Pp .4

    Pp .6

    Pp .5

    Pp .4

    Pp .7

    Sv.1

    Pp .1 Pp .1

    Pp .1

    N .1

    Sv.1

    Sv.2

    Sv.2

    Sv.3

    Sv.2

    Sv.4Sv.4

    1.5% 1.5%1.5%

    1.5%1.5%1.5% 1.5%

    1.5%1.5%

    1.5%

    2%

    LIM

    ITA

    ZON

    A D

    E IN

    TER

    VEN

    TIEA R T A R N O R V E G I A N G L O B U L A R

    A c e r P l a t a n o i d e s G l o b o s u m

    min.

    1%

    min. 1%

    min. 1%

    min. 1%

    AA

    AA

    AA

    BB

    Pp.1

    Pp.3

    T1B1

    B2

    B3

    B5

    B6

    B4

    B7 B8 B9B8

    B12

    B10

    B11

    B11

    RD1

    RD2

    RD3

    RD3

    RD4

    RD5

    RD5

    RG1

    RG2

    RG3

    RG4

    RG5

    BV1

    BV2

    BV3

    BV2

    BV3

    BV3

    B13

    B13

    FIRMALUMINOASA

    POARTA ACCESAUTOMATIZATA

    POARTA ACCESAUTOMATIZATA

    POARTA ACCESAUTOMATIZATA

    DD

    D D

    D D

    12%

    depozitareParter

    LIMITA PUZ

    LIMITA PUZ

    LIMITA PUZ

    LIMITA PUZ

    LIMITA PUZ

    LIMITA PUZ

    AA

    UTR Z_Ec

    370.8

    40

    2.65

    00.

    200

    5.00

    00.

    200

    15.4

    000.

    200

    2.05

    526

    .190

    32.3

    39

    8.05

    515

    .400

    8.78

    4

    10.0

    0010

    .000

    10.0

    00

    10.0

    009.

    000

    0.200 3.100 85.000

    3.50

    039

    .000

    3.8371.30085.0000.9502.1502.8215.0009.0009.000

    8.800

    3.85

    00.

    400

    6.20

    0

    0.400 0.400 0.400 0.400 .450 0.400 0.400 0.400 1.500 0.400

    6.00

    0

    26.2

    002.

    093

    14.423

    3.817 6.838 3.7

    60

    85.950 5.138

    15.000

    2,251.020 m2

    Hcoama=8.00 m

    Hcornisa=6.45 m

    +0.4

    5=37

    0.45

    -0.1

    5=36

    9.85

    -0.0

    5 =

    369.

    95

    soclu beton aparent, h=1.00metri+371.55 - c.sup.+370.55 - c. inf.

    soclu beton aparent, dublat cu vegetatieh = 0.15m + 1.00 vegetatie+371.50 - c.sup.+370.50 - c. inf.

    soclu beton aparent h=1.00, dublat cu vegetatie+371.80 - c.sup.+370.80 - c. inf.

    totem iluminat

    stea

    guri

    -0.0

    5=36

    9.95

    soclu beton aparent, dublat cu vegetatieh = 0.15m + 1.00 vegetatie+371.70 - c.sup.+370.70 - c. inf.

    soclu beton apar

    ent, fara vegetat

    ieh = 1.00

    m

    +371.80 - c.sup.

    +370.80 - c. inf.

    Cota platforma +0.45=370.45

    soclu beton aparent - h=0.15mdublat cu vegetatie h = 1.00m

    +371.60 - c.sup.+370.60 - c. inf.

    cub beton prefabricat

    cub beton prefabricat

    banca beton prefabricat

    Hcornisa=7.65 m Hcornisa=6.18 m

    Hcornisa=6.18 m

    Hcornisa=7.80 m

    370.5

    14

    2410

    9

    CONSTRUCTIE PROPUSA

    LIMITA DE PRO

    PRIETATE

    6.20%

    2%

    CTA = 368.80CTN = 368.35

    CTA = 370.00CTN = 369.26

    +0.00 = 370.00 - platforma hala

    6.20%

    GEN.P.

    Sv.5

    Sv.7Sv.6

    Sv.8

    Sv.9

    S.c. = 2229.40 mpSpatii pentru depozitare

    CAD 61151

    AA

    BB

    CC

    BV3

    BV3

    BV4

    BV4

    BV5

    BV5

    BV5

    BV5

    BV5

    BV6

    BV6

    BV6BV7

    BV7

    BV7

    BV8

    BV8

    BV8

    BV9

    BV10

    BV10

    BV10

    BV10

    BV10

    BV10

    BV11BV12 BV13

    BV14

    BV14

    BV6

    BV6

    BV6

    BV7

    4

    370.7

    79

    G 537

    1.819

    CG

    6

    371.8

    75

    G

    7

    370.9

    79

    G

    837

    1.654

    G

    10

    372.7

    64

    LG

    1437

    0.133

    LG

    3337

    1.616

    LG

    3537

    0.694

    LG

    3637

    0.641

    LG

    C1

    74

    8

    370.3

    3

    CC

    9 370.3

    3CC 1037

    0.35

    CC

    11

    370.3

    5

    CC

    12

    370.3

    4

    CC

    1437

    0.35

    CC

    1537

    0.37

    CC

    17

    370.3

    6

    CC18 37

    0.36

    CC

    19

    370.3

    4

    CC

    3437

    0.36

    CC

    43

    CC

    44

    CC

    45CC

    47

    CC

    56

    CC

    57

    CC

    6537

    0.17

    MAG

    66

    370.1

    1

    MAG

    67

    373.0

    7

    MAG

    68

    371.9

    8

    MAG

    69

    372.3

    4MA

    G 30C

    M SI1

    0CM

    ST

    72

    1Cc

    272

    370.7

    51

    splem

    n

    C2

    C4

    C5

    SC T

    UBS

    YSTE

    M S

    RL

    146

    15

    369.6

    29

    LG

    1636

    9.346

    LG

    17

    369.2

    47

    G

    1837

    0.014

    LG 1936

    9.056

    G

    2036

    9.142

    LG

    3036

    9.054

    CG

    390

    370.6

    50

    gaz

    33

    370.6

    62

    CC

    30A

    369.0

    54

    CG

    3237

    0.015

    CG

    31A

    368.9

    68

    CG

    32A

    370.0

    15

    CG

    6137

    0.646

    G

    391

    370.5

    92

    gaz

    2236

    9.129

    L

    2336

    9.737

    CG

    24

    369.3

    31

    G25

    370.4

    63

    CG

    2636

    9.137

    G

    2736

    9.902

    G

    2936

    8.848

    G

    336

    9.242

    INT

    436

    9.156

    INT

    23A

    369.0

    54

    CG

    4237

    0.722

    CC

    28370

    .322

    CC

    29368.797

    G

    3137

    0.733

    CCG

    32369.36

    3

    G

    33

    370.7

    73

    CCG

    14369.27

    6

    G

    1837

    1.755

    CCG

    536

    8.505

    G

    138

    134

    617

    369.3

    24

    SP

    Cc

    20A

    369.0

    54

    CG

    1137

    0.724

    S

    43368.3

    02

    S

    44

    368.2

    35

    S

    67

    370.6

    46

    G

    14

    370.6

    46

    G

    537

    1.750

    CC

    16

    370.6

    50

    CC

    215 37

    0.823

    d

    216

    370.9

    02

    pod

    21737

    0.901

    pod

    220

    370.9

    03

    d

    223

    d

    226

    370.9

    11

    d

    229

    370.4

    46

    s

    230

    370.9

    61

    ca

    232

    370.9

    16

    pod

    234

    370.8

    89

    d

    241

    370.9

    10

    d

    243

    370.9

    46

    d

    244

    370.9

    75

    d

    249

    370.7

    39

    pod

    250

    370.9

    08

    d

    256

    370.9

    81

    rig

    257

    370.9

    62

    d

    259

    371.0

    53

    d

    264 37

    1.016

    d

    265

    371.1

    31

    ca

    267

    371.0

    67

    d

    272

    370.7

    51

    splem

    n

    274

    370.9

    98

    d

    276

    371.0

    11

    d

    279

    370.8

    81

    d

    281

    370.7

    47

    pod

    283370.4

    39

    sp

    286

    370.9

    39

    d

    288

    370.7

    84

    d

    289

    370.8

    74

    ca

    293 37

    0.934

    ca

    370.8

    05

    d

    Str.

    Pand

    urilo

    r

    430

    368.6

    94

    s

    431

    368.9

    99

    d

    433

    369.0

    67

    d

    438

    369.0

    92

    pod

    43936

    9.081

    pod

    454

    369.2

    28

    pod45

    536

    9.320

    pod

    460

    369.2

    52

    d

    462

    369.1

    95

    d

    465

    369.4

    30

    pod

    466

    369.4

    25

    pod4

    8036

    9.526

    pod

    481

    369.4

    77

    pod49

    4

    369.7

    39

    pod

    495

    369.6

    66

    pod

    503

    369.6

    67

    pod

    525

    369.7

    74

    pod

    526

    369.9

    68

    pod

    527

    370.0

    50

    pod5

    3637

    0.035

    pod53

    737

    0.071

    pod

    538

    370.0

    79

    d

    540

    370.1

    48

    d

    552

    370.4

    05

    ca

    553

    370.3

    94

    ca

    496

    369.6

    04

    d

    498

    369.5

    22

    d

    437

    369.0

    79

    sp464

    369.3

    00

    sp

    487

    369.6

    70

    sp

    50436

    9.825

    sp528

    369.9

    93

    sp

    25

    3136

    8.968

    CG

    31B

    369.0

    54

    CG

    13

    370.9

    06

    can

    15

    370.6

    08

    sp

    16

    370.9

    65

    pod

    17 370

    .975

    pod

    19

    370.6

    55

    can

    2037

    0.968

    pod

    2137

    0.923

    pod

    22

    370.9

    22

    d23

    370.9

    69

    d

    24

    370.8

    87

    sp

    51 368.2

    04

    s52

    368.2

    39

    s

    56368.2

    43

    p57

    368.5

    37

    s

    58

    368.6

    42

    s

    107

    369.8

    44

    g10

    9

    cc#

    110

    cc#

    113

    t#

    115

    t cc 0.

    5

    118

    cc#

    121

    cc#

    124

    368.8

    71

    g

    127

    368.8

    60

    g

    130

    368.7

    17

    g

    132

    368.5

    93

    g

    135

    ccg13

    6

    cc

    137

    cc

    138

    cc

    Oprea Petru

    C1

    C7

    88

    05

    370.9

    50

    pod

    90

    C6

    Oprea Petru

    010

    370.9

    50

    pod

    2

    370.8

    77

    d

    9

    370.9

    50

    pod

    11

    370.9

    76

    pod

    12

    370.8

    54

    d

    13

    370.9

    06

    can

    24

    370.8

    87

    sp

    46

    368.3

    83

    s

    47

    368.3

    87

    s

    51 368.2

    04

    s52

    368.2

    39

    s54

    368.3

    91

    t

    77cc#

    79

    cc#86

    82

    cc#

    83

    370.4

    08

    can

    84

    370.3

    91

    can 85

    cc

    8736

    9.741

    can89

    369.6

    56

    cc2m

    91

    t#97

    cc

    98

    cc

    99

    cc

    123

    cc

    126

    cc

    terasa

    Str.

    Pand

    urilo

    r

    C2 C3

    CC

    N

    06

    370.9

    50

    pod

    C4

    2

    370.8

    77

    d

    337

    0.903

    d

    437

    0.835

    d

    637

    0.905

    pod

    7 370.8

    85

    pod

    10

    370.7

    32

    spl

    12

    370.8

    54

    d

    13

    370.9

    06

    can

    26 ccvlpg

    28cc#

    g84

    29

    cc#

    32

    cc

    33

    34

    35

    36

    37 38

    mag

    39

    369.0

    17

    g

    40

    368.5

    21

    g

    41

    368.4

    90

    g

    42

    368.5

    31

    cg

    46s

    47

    368.3

    87

    s

    48

    368.2

    73

    s

    50

    368.4

    83

    p

    67

    368.6

    34

    p

    68

    368.9

    26

    p

    70

    cc

    71

    369.2

    66

    dec

    72

    369.2

    30

    dec

    7336

    9.234

    dec

    95

    ccg

    decantor

    C11

    30

    cc#

    07

    370.9

    50

    pod

    1Cc

    08

    370.9

    50

    pod

    13

    370.9

    06

    can

    24

    370.8

    87

    sp

    51 368.2

    04

    s52

    368.2

    39

    s

    124

    368.8

    71

    g

    127

    368.8

    60

    g

    130

    368.7

    17

    g

    2

    370.8

    77

    d

    47s

    89

    369.6

    56

    cc2m

    91

    t#

    09

    370.9

    50

    pod

    40

    368.5

    21

    g

    41

    368.4

    90

    g

    42

    368.5

    31

    cg

    4936

    8.314

    p

    67

    368.6

    34

    p

    68

    368.9

    26

    p

    7336

    9.234

    decC

    5

    C10

    1

    370.1

    76

    cc*

    3

    371.0

    31

    cc*

    4

    370.1

    17

    cc*

    537

    0.087

    cc*

    7 369.8

    11

    cc*

    1036

    9.930

    cc*car

    amida

    11

    368.7

    80

    cc*

    13

    368.8

    75

    cc*

    15

    368.9

    75

    cc*

    S=13

    66mp

    3F

    S=22

    22mp

    2A

    A

    CC

    N

    S=65

    99mp

    A

    01

    370.2

    1

    ST

    02

    370.2

    1

    ST

    03

    370.2

    1

    ST

    0437

    0.21

    ST

    20.57 5.68 12.69

    5.04

    15.9412.59

    32.8116.44

    3.58

    11.5

    011

    .61

    11.2

    5

    39.6812.8615.1313.719.193.3811.4710.3810.98

    5.63

    5.87

    5.84

    6.23

    4.60

    6.44

    10.7

    8

    6.67

    8.01

    13.1

    6

    12.5

    010

    .10

    11.0

    5

    11.2

    7

    21.02

    15.31

    13.56

    16.7

    9

    23.68

    45.9

    5

    22.547.88

    11.7013.85

    18.78

    1.39

    13.30

    11.4

    0

    6.37

    6.62

    2.76

    18.2

    4

    11.24

    15.7

    7

    19.6

    8

    9.73

    12.1

    1

    6.39

    18.037.36

    6.62

    10.9

    2

    12.772.291.28

    16.2

    7

    6.58

    C3

    60

    368.3

    79

    cg

    62

    368.6

    10

    cg

    Str. Subcetate

    Str. Subcetate

    937

    1.654

    G

    1

    369.2

    24

    cota

    337

    0.680

    cc#

    537

    0.913

    cc#

    6

    370.7

    22

    t#8

    372.7

    61

    cc#

    9

    372.6

    32

    cc#

    1137

    0.808

    t# 14

    371.0

    26

    cc

    15370.9

    97

    t

    16

    369.8

    81

    cc 18

    371.0

    31

    cc#

    19

    370.3

    37

    copert

    ina

    20

    370.1

    89

    copert

    ina

    21370.2

    11

    anexa

    22

    370.8

    15

    g

    138

    134

    CC

    N

    55669

    5840

    5

    5503

    6

    5157

    0

    5590

    2

    55590

    56296

    56297

    56373

    P.G

    .

    Anexa - ParterParterGRF III GRF III

    Anexa - ParterGRF III

    GRF II

    P+MGRF III

    P+MGRF III

    P+MGRF III

    P+MGRF III

    GRF II GRF II

    GRF II

    B B

    N

    Legenda:

    zona de interventie in incintalimita de proprietate studiata

    constructii existente

    constructie propusa

    circulatii pietonale propuse in incinta

    spatiu verde

    vegetatie propusa

    Platforme/rampe/circulatii auto propuse in incinta

    acces autoacces pietonal

    C.U.T.P.O.T.

    31.55

    Spatii verzi

    4563.82Circulatii pietonale/expo. exterior

    2.44

    Suprafata terenmp

    20.963033.00

    Functiune%

    23.40%Existent

    0.30

    9.911432.98Circulatii auto/parcari/platforme auto

    35.155084.20

    Total 100.00

    EXISTENT

    38.875623.1615.41

    mp

    20.96

    %

    36.37%Propus

    0.46

    15.532264.449.091315.00

    100.00

    PROPUS

    14467.00

    14467.00

    2229.40353.00

    Constructii existente 3033.0014467.00

    14467.0021.99P.G. 0.1420.002240.25

    Constructii existente in curs dedemolareConstructii propuse 0.000.00

    S.const. = 3386.00S.desf. = 4375.60

    0.000.00

    S.const. = 5262.40S.desf. = 6605.00

    1.7857.0005.0000.2005.4000.2005.0005.0002.80026.1902.115

    32.38526.1902.115

    CTN 368.80 m

    Hcornisa=6.45 m

    Hcoama=8.00 m

    +0.00 = 370.00

    Hcornisa=7.65m

    +370.00+376.40

    +370.00 +370.00

    PROFIL A-A

    1.00%1.00%

    CONSTRUCTIEEXISTENTACONSTRUCTIE

    PROPUSA

    LIMITA DE PRO

    PRIETATE

    Hcornisa=6.45 m

    Hcoama=8.00 m

    Str. PandurilorPROFIL B-B ZONA CONSTRUIBILA

    25.0005.11185.95033.450

    ZONA DE PROTECTIE DN 15 - 25.00mPOSIBILITATE DEMOBILARE URBANISTICA

    061:500

    SUPRAFATA REGLEMENTATA : 14 467 m pSUPRAFATA STUDIATA: 42 100 m pCAD: 60254 10 187 m pCAD: 61151 4 280 m pIndici urbanistici propusi:U.T.R. propus= Z_Ec - Zona de activitatieconomice de tip comercial/showroom,depozitare si serviciiPOT maxim = 60.00 %CUT maxim = 1.20Regim maxim de inaltime: S+P+2E+E.R.

    N


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