NOTA

will not assume the responsibility about the errors in the plans or in the material lists.

communicate any disparity to the designer. Other way the designer

and from the material lists before ordering any materials and to

The executants is bound to verify all the information from the plans

Universal remark valid for the entire project:

pentru nici o eroare din planuri sau din extrasele de materiale"

In caz contrar proiectantul nu isi va asuma responsabilitatea

materiale si sa comunice orice neconcordanta proiectantului.

si din extrasele de materiale inainte de comandarea oricaror

Executantul este obligat sa verifice informatiile din planuri

Nota generala valabila pentru intregul proiect:

766/97 IS "B"

CATEGORY, ACCORDING TO H.G.

ACCORDING TO P100/1-2006, IS II;

CLASS,

THE CONSTRUCTION IMPORTANCE

766/97 este "B".

IMPORTANTA CONFORM H.G. nr.

II;CATEGORIA DE

CONFORM P100/1-2006 ESTE

CONSTRUCTIEI

CLASA DE IMPORTANTA A

Otel S235J2

Nota material

NOTA

1. Conform "normativului privind calitatea imbinarilor sudate din otel a

constructiilor civile, industriale si agricole" -C150/99:

a). Categoria de executie a elementelor este "B" conform punct. 2.14a;

b). Conditiile de calitate pentru laminate din otel, pentru imbinarile sudate

si pentru materialele de sudare se vor incadra in nivelul "B" de

acceptare conform tabelelor 1, 2 si 4;

c). Operatiile de debitare a pieselor, precum si cele de prelucrare a

marginilor libere si a rosturilor pentru sudare trebuie sa respecte

conditiile prevazute in tabelul 3, diferentiate pe nivelurile de

acceptare a imbinarilor sudate.

4. Protectia anticoroziva a elementelor se va executa conform unei norme

de colt cu grosimea cordonului de sudura 0.7xt.min

2. Pentru sudarea placilor de baza, placilor de capat cat si pentru inbinarile

de continuitate se va folosi sudura in adancime pe toata 2

2

3. Daca nu se specifica altfel, imbinarile sudate se realizeaza cu sudura

(t.min - grosimea celui mai subtire element), pe toata lungimea de

contact a pieselor, pentru table cu grosime <20mm si cu sudura

in adancime pentru table cu grosimea >20mm

lungimea de contact a pieselor

interne a executantului si aprobata de beneficiar.

Conform "GP 111-04: Protectia impotriva coroziunii a constructiilor din

otel", constructia se incadreaza in clasa C3 de corozivitate.

Protectia anticoroziva va avea o durabilitate ridicata (15 ani).

5. Elementele metalice vor fi livrate cu protectia anticoroziva realizata,

cu exceptia zonelor ce urmeaza a fi sudate in santier.

Dupa montaj se va aplica grund peste zona sudata, apoi staturile de

protectie anticoroziva.

RS-PST-DE-41-SR-04-DD-SD-IV_001---N

04/06/2013 V. CosmanV. Cosman

RS-PST-DE-41-SR-04-DD-SD-IV_001---N

Vedere in plan pod evacuare_ Extinderea Cladiri de calatori Arad

General view-evacuation bridge _ extension of the passenger building Arad

1:50 04 DD-SD-IV_001---N DIV001

Scara / Scale

Subcontractant / Subcontractor

Approved

Aprobat

Checked

Verificat

Cod desen / Drawing Code Nr / No

BENEFICIAR / BENEFICIARY :

Denumire desen / Drawing Title :

Object / LOT

PTh +CS / TD + TS

Faza / Phase:

35311.1

Project 9i

Key Expert

Expert Cheie

Date

Data

Index

Indice

Modificare / R

evisio

n

A

Description

Descriere

Signature

Semnatura

Signature

Semnatura

Signature

Semnatura

Signature

Semnatura

Signature

Semnatura Data / Date

Team leader

Sef de echipa

Approved

Aprobat

Designed

Proiectat

Deputy Team leader

Adjunct Sef de echipa

Designer

Proiectant

B

C

D

E

PROIECTANT / DESIGNER:

Tronsonul 1 : Frontiera - Curtici - Arad - km 614.

Pan - European Corridor for the Trains Circulation with maximum speed of 160 km/h"

, component Part of the IV Border - Curtici - Simeria"Rehabilitation of the Railway Line

- Gurasadakm 614Tronsonul 2 :

de 160 km/h"a maximaia trenurilor cu viteztPan - European pentru circula

a coridorului IV a, parte componenta - Curtici - Simeria"Reabilitarea liniei c.f. Frontier

TRANSPORTURILOR

MINISTERUL

All measures have to be proved on site !

All clear heights of the doors and the windows are indicated from finished floor level FF

The drawing-references show the varying parts of drawing-key only, e. g.:

Toate dimensiunile vor fi controlate pe santier!

Toate inaltimile libere ale usilor si ferestrelor sunt indicate incepant cu nivelul finisat FF

Referintele desenului indica numai diferentele ce apar in denumirea planului, de exemplu:

Dr. Ing. A.M.Baicu

R. Witan

C. Teodorescu

88a

8b

B

C

B

C

D

D

E

E

F

A A

C DE F

C DE F

opritor seismic

P2- SH 300x300x16

P4-SH 300x300x16

P5-S

H 3

00x300x16

P5-S

H 3

00x300x16

P6-SH 300x300x16P7-SH 300x300x16

P8-HEB 300P9-HEB 300

P8-H

EB 3

00

P9-H

EB 3

00

P1-SH 300x300x16

P2-SH 300x300x16

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-S

H 2

50x150x10

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P11-S

H 1

50x150x6

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6P11-SH 150x150x6

P10-SH 250x150x10

P11-SH 150x150x6

P11-SH 150x150x6

opritor

P12a-SH 150x150x12.5

P13-S

H 2

50x150x10

P13-S

H 2

50x150x10

P12-SH 150x150x12.5

P13-S

H 2

50x150x10

P12-SH 150x150x12.5

P13-S

H 2

50x150x10

P12-SH 150x150x12.5

P13-S

H 2

50x150x10

P12-SH 150x150x12.5

P12-SH 150

x150

x12.5

P13-S

H 2

50x150x10

P13-S

H 2

50x150x10

P12-SH 150

x150

x12.5

P13-S

H 2

50x150x10

P12-SH 150

x150

x12.5

P13-S

H 2

50x150x10

P12-SH 150

x150

x12.5

P13-S

H 2

50x150x10

P14-SH 150

x150

x12.5

ł 42.4mm

mana curenta

P16-SH 150x150x6 tabla striata

podina metalica

podina metalica

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10 P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5 P13-SH 250x150x10

P12-SH 150x150x12.5

P13-SH 250x150x10

P12-SH 150x150x12.5

P13-SH 250x150x10

P15-SH 150x150x12.5

P14-SH 150x150x12.5

F

P5-SH 250x150x10

P5- SH 250x150x10

mana curenta ł 42.4mm

mana curenta ł 42.4mm

P19-SH 50x50x4

P20-BL 30x850x12

P19-SH 50x50x4

P19-SH 50x50x4

41°13’57"

48°46’0

3"

48°46’0

3"

41°13’57"

48°46’0

3"

48°46’0

3"

41°13’57"

41°13’57"

48°46’0

3"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

41°13’57"

45°19’50"

45°19’50"

S01

S01

S01

S02

S02 S02 S02 S02 S02 S02 S02 S02

S01

S01

S03 S03S03

S03

S02

S03 S03

S02 S02

S03S03

S02

S03S03

S02

S03S03

S02

S03S03

S02

S03S03

S02

S03S03

S02

S03 S03

S02

S02

S03S03

S03 S03 S03 S03

S03 S03 S02

S02 S03 S03

S03 S03 S02

S02

S02S03S03

S03 S03 S02

S02S03S03

S03 S03 S02

S02S03S03

S03 S03 S02

S02S03S03

S03 S03 S02

S02S03S03

S03 S03 S02

S02S03S03

S03 S03 S02

S03S03

S03S03S01

S01

S01

S01

S054

Sc. 1:50

SECTIUNE B-B

Sc. 1:50

SECTIUNE A-A

11601160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

931 931 1153

3015

1000

750

250

3480 3480 3480 3480 3480 3480 3480 3480 3480 3015

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

1160 1160 1160

3480

931 931 688

2550 485

931 931 1173

2700

150

3050

170

150

150

50

2700

150

150

3050

150

170

300

2450

300

2.3

0

2792

152

146

1160 1160

3480

3480 3480 3480 3480 3480 3480 3480 3480 3480 3015

2750

150

150

150150

50

150

150

S04

S04 S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

S04

A

burlan

A

B

burlan burlan burlan

opritor seismicaparat de reazem

B

P1-SH 300x300x16

P2-SH 300x300x16

P3-SH 300x300x16

P4-SH 300x300x16 P4-SH 300x300x16

P3-SH 300x300x16

P1-SH 300x300x16

P2-SH 300x300x16

P2-SH 300x300x16

P1-SH 300x300x16

P4-SH 300x300x16

P3-SH 300x300x16

P1-SH 300x300x16

P2-SH 300x300x16

P4-SH 300x300x16

P3-SH 300x300x16

P5-S

H 3

00x300x16

P5-S

H 3

00x300x16

P5-S

H 3

00x300x16

P5-S

H 3

00x300x16

P7-SH 300x300x16P6-SH 300x300x16

P8-HEB 300 P9-HEB 300P10-SH 250x150x10

P10-SH 250x150x10

P11-SH 150x150x6

P10-SH 250x150x10

P14-S

H 1

50x150x12.5

P15-S

H 1

50x150x12.5

P16-SH 150x150x6 P16-SH 150x150x6 P16-SH 150x150x6 P16-SH 150x150x6

ł 42.4mm

mana curenta

ł 42.4mm

mana curenta

ł 42.4mm

mana curenta

tabla striata tabla striata tabla striata tabla striata

P17-L 50x50x5

podina metalica

P18-L 50x50x5 P18-L 50x50x5

P17-L 50x50x5

podina metalica

P17-L 50x50x5

P18-L 50x50x5

podina metalica

P18-L 50x50x5

P17-L 50x50x5

podina metalica

P13-S

H 2

50x150x10

P12-S

H 1

50x150x12.5

P13-S

H 2

50x150x10

P12-S

H 1

50x150x12.5

P13-S

H 2

50x150x10

P12-S

H 1

50x150x12.5

P13-S

H 2

50x150x10

P12-S

H 1

50x150x12.5

P12-S

H 1

50x150x12.5

P12-S

H 1

50x150x12.5

B

A

B

A

B

A

B

A

B

A

B

A

Sc. 1:50

SECTIUNE C-CSc. 1:50

SECTIUNE D-DSc. 1:50

SECTIUNE E-ESc. 1:50

SECTIUNE F-F

P19-SH 50x50x4

P20-BL 30x850x12 P20-BL 30x850x12

P19-SH 50x50x4

P20-BL 30x850x12

P19-SH 50x50x4

S02 S01

S02

S054

S02

S02 S03S03

S02

S02

S02

S02

S01

S01S05

4S05

4

S01

S01

S054

S01

S01 S012450300 300

1502750150

2300 100 250100250

1375 1375

150

250

300

3050

150

2750

2751

250

50

150

300

1000

750

250

1375 1375

2750 150

300 2450 300

2300100250 100 250

750

250

1000

750

250

1375 1375

2750 150

300 2450 300

3050

300

50

2700

150

300

2750

300

150

150

2300100250 100 250

1375 1375

2750 150

300 2450 300

3050

300

50

2700

150

300

2750

300

150

150

2300100250 100 250

150

150150

1000

3050

2750

2751

250

50

150

300

150

250

300

150

P12a-SH 150x150x12.5

P12-SH 150x150x12.5

P14-SH 150x150x12.5

138

12150

157414910

4315

104149158

4315

12

138

150

158404954

104149101

4260

89

61

150

12

138

150

773714126

3917

23

127

150

73382123

3917

74

76 1

50

4260

114

36

150

112339495

3601

47351143

3601

94

56

150

P15-SH 150x150x12.5