Str. SUBCETATE
1
GSPublisherVersion 0.99.100.100 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 preluare apa invelitoare preluare apa invelitoare preluare apa invelitoare preluare apa invelitoare 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 D 400 BORDURA + 0.00 = 370.00 - 1 . 20 = 368 . 80 + 0.00 = 370.00 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 bariera bariera bariera bariera 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 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. rigola preluare ape pluviale D400 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 propunere acoperire canal colector cu rigola carosabila propunere acoperire canal colector cu rigola carosabila propunere plantatie de aliniament 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 of Str. SUBCETATE
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 .ro Tel./Fax .: +40264582749 , + 4 0264 582782, + 40264302814 Bulevardul 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
.
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
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
370.011 cota constructie
PLATFORMA DESCARCARE
CABINA PORTAR
-0 .0
5= 36
9. 95
-0.15 = 369.85
RI G
O LA
D ES
CH IS
rig ol
a pr
el ua
re ap
e pl
uv ia
le D
40 0
+0.00 = 370.00
C L A D I R I E X I S T E N T E
E
B
Constructie existenta Spatiu comercial
7370.872
tr
8370.866
parcari autoturisme 10 locuri de parcare
PLATFORMA CIRCULATIE AUTO
370.11 cota constructie
ACCES EXISTENT 3
A C C E S E X I S T E N T 4
A C C E S E X I S T E N T 5
60254-C2
2%
m in.
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
LI M
IT A
ZO N
A D
E IN
TE R
VE N
TI EA 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
m in.
0.400 0.400 0.400 0.400 .450 0.400 0.400 0.400 1.500 0.400
6. 00
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
st ea
gu ri
-0 .0
5= 36
9. 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.
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
Hcornisa=6.18 m
Hcornisa=7.80 m
370.514
CAD 61151
A A
B B
C C
72
1Cc
272
370.751
splemn
C2
C4
C5
Anexa - Parter GRF III
constructii existente
constructie propusa
spatiu verde
vegetatie propusa
acces auto acces pietonal
S.const. = 3386.00 S.desf. = 4375.60
25.000 5.11185.95033.450
ZONA DE PROTECTIE DN 15 - 25.00m POSIBILITATE DE MOBILARE URBANISTICA
061:500
SUPRAFATA REGLEMENTATA : 14 467 m p SUPRAFATA STUDIATA: 42 100 m p CAD: 60254 10 187 m p CAD: 61151 4 280 m p 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
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 .ro Tel./Fax .: +40264582749 , + 4 0264 582782, + 40264302814 Bulevardul 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
.
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
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
preluare apa invelitoare
370.011 cota constructie
PLATFORMA DESCARCARE
CABINA PORTAR
-0 .0
5= 36
9. 95
-0.15 = 369.85
RI G
O LA
D ES
CH IS
rig ol
a pr
el ua
re ap
e pl
uv ia
le D
40 0
+0.00 = 370.00
C L A D I R I E X I S T E N T E
E
B
Constructie existenta Spatiu comercial
7370.872
tr
8370.866
parcari autoturisme 10 locuri de parcare
PLATFORMA CIRCULATIE AUTO
370.11 cota constructie
ACCES EXISTENT 3
A C C E S E X I S T E N T 4
A C C E S E X I S T E N T 5
60254-C2
2%
m in.
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
LI M
IT A
ZO N
A D
E IN
TE R
VE N
TI EA 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
m in.
0.400 0.400 0.400 0.400 .450 0.400 0.400 0.400 1.500 0.400
6. 00
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
st ea
gu ri
-0 .0
5= 36
9. 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.
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
Hcornisa=6.18 m
Hcornisa=7.80 m
370.514
CAD 61151
A A
B B
C C
72
1Cc
272
370.751
splemn
C2
C4
C5
Anexa - Parter GRF III
constructii existente
constructie propusa
spatiu verde
vegetatie propusa
acces auto acces pietonal
S.const. = 3386.00 S.desf. = 4375.60
25.000 5.11185.95033.450
ZONA DE PROTECTIE DN 15 - 25.00m POSIBILITATE DE MOBILARE URBANISTICA
061:500
SUPRAFATA REGLEMENTATA : 14 467 m p SUPRAFATA STUDIATA: 42 100 m p CAD: 60254 10 187 m p CAD: 61151 4 280 m p 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
