sofia airport · 31.08.2005 0 1000 2000 3000 4000 5000 6000 ËÅÒÈÙÅ ÑÎÔÈß...

1
2P.00.10; 2P.00.11 T07-10.P.153 LEVEL 0 - BUILDING PART XIII, XIV DRAWING 10 ÍÈÂÎ 0 - ÑÒÐÎÈÒÅËÍÀ ×ÀÑÒ XIII, XIV ×ÅÐÒÅÆ 10 LAYOUT ÏËÀÍ B1-AB-AL-00-00-XXX-03 PART XIV, CANOPY ×ÀÑÒ XIV, ÊÎÇÈÐÊÀ PART XIII & XIV - STAIRCASE CANOPY ×ÀÑÒ XIII & XIV - ÊÎÇÈÐÊÀ ÑÒÚËÁÈÙÅ REPUBLIC OF BULGARIA ÐÅÏÓÁËÈÊÀ ÁÚËÃÀÐÈß MINISTERY OF TRANSPORT AND COMMUNICATIO PROJECT C ÂÚÇËÎÆÈÒÅË ÎÁÅÊÒ TENDER NO.: / BG / P / PT / 002 TENDER NO.: / BG / P / PT / 002 ÄÀÒÀ DATE S ÌÀÙÀÁ ÑÚÄÐÆÀÍÈÅ APPR ÏÐÎÂÅÐÈË DESI ÅÊÇÅÊÓÒÈÂÅÍ ×ÅÐÒÅÆ AS BUILT DRAWIN ÍÀ×ÅÐÒÀË NETHERLANDS AIRPORT CONSULTANTS B.V. ÈÍÆÅÍÅÐÈ ENGINEERS TOTAL CONTRA ÃÅÍÅÐÀËÅÍ ÈÇÏÚËÍÈÒÅË SUBJECT DISCIPLINE DRAWIN ÍÎÌÅÐ ÍÀ ×ÅÐÒÅÆ CONTRACTOR'S DRAWING NR. ×ÀÑÒ STRABAG International GmbH ARCHITECTURE ÀÐÕÈÒÅÊÒÓÐÀ DONAU - CITY - STRASSE 9 1220 VIENNA AUSTRIA TELEPHONE +43 (0) 1 22422 TELEFAX +43(0)1 22422-1246 Website: www.strabag.at 1 2 4 5 7 8 9 10 11 I III VI V XIV XIII XV XII II+IV VII VIII IX X XI 3 6 12 ÌÈÍÈÑÒEÐÑÒÂÎ ÍÀ ÒÐÀÍÑÏÎÐÒÀ È ÑÚÎÁÙÅÍÈß ARCH. B. KOZLEV ÍÎÌÅÐ ×ÅÐÒÅÆ ÒÐ.ÄÎÊ ÏÎÄÏÈÑ / SIGNATUR ÈÌÅ / NAME J. PÖLZL 31.08.2005 0 1000 2000 3000 4000 5000 6000 ËÅÒÈÙÅ ÑÎÔÈß ÐÅÊÎÍÑÒÐÓÊÖÈß, ÐÀÇÂÈÒÈÅ È ÐÀÇØÈÐÅÍÈÅ ËÎÒ Á1 - ÍÎÂÀ ÒÅÐÌÈÍÀËÍÀ ÑÃÐÀÄÀ È ÑÚÏÚÒÑTÂÀÙÈ ÐÀÁÎÒÈ SOFIA AIRPORT RECONSTRUCTION, DEVELOPMENT AND EXTE LOT B1 - NEW TERMINAL BUILDING AND RELATED WORKS 10 ANNA VAN SAKSENLAAN, 2593 HT THE HAGUE, THE NETHERLANDS. Telephone: +31 (70) 3446300 - Telefax: +31 (70) 3245302 E-mail: [email protected] Website: www.naco.nl 1:100 SCALES MENTIONED ON THIS DR APPLY FOR NON-REDUCED DRA ÎÄÎÁÐÅÍÎ ÎÒ APPROVED BY THE ENGINEER ÐÅÇÈÄÅÍÒ ÈÍÆÅÍÅÐ RESIDENT ENGINEER ÀÐÕ.-ÊÎÍÑÒÐ. ×ÀÑÒ BUILDING ENGINEER ÍÈÑÊÎ ÑÒÐÎÈÒÅËÑÒÂÎ CIVIL ENGINEER ÈÍÑÒÀËÀÖÈÈ È ÑÈÑÒÅÌÈ M.E.P. ENGINEER ABREVIATIO ÑÚÊÐÀÙÅÍÈß GENER ÎÁÙÈ ÑÒÅÍÈ WALLS L E G E N D Ë Å Ã Å Í Ä À FIRE COMPARTM ÃÐÀÍÈÖÀ ÍÀ ÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒ TENDER DOOR DIMENSION (DOOR SCHEDULES) ÐÀÇÌÅÐ ÍÀ ÂÐÀÒÀÒÀ ÏÎ ÒÅÍÄÅÐ (ÑÏÅÑÈÔÈÊÀÖÈß ÍÀ ÂÐÀÒÈ) ÍÎÌÅÐ ÍÀ ÂÐÀÒÀ T30 28 90 200 DOOR NUMBER ÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒ - FIRE RATING ÑÂÅÒËÈ ÐÀÇÌÅÐÈ (Ø/ ÑÌ) DOOR OPENING (DIMENSIONS IN CM) DOORS ÂÐÀÒÈ ÎÒ ÃÎÒΠÏÎÄ ÃÐÀÍÈÖÀ ÍÀ ÇÎÍÀ ÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒ ÂÎÄÎÑÒÎ×ÍÀ ÒÐÚÁÀ ÕÈÄÐÀÍÒ AFF F30 RP HY ABOVE FINSHED FLO AREA LIM FIRE RESISTAN RAINWATER P HYDRA ±0.00 = 532.85 ÑÒÎÌÀÍÎÁÅÒÎÍ REINFORCED CONCRETE ÃÀÇÎÁÅÒÎÍÍÀ ÑÒÅÍÀ AERATE CONCRETE WALL ÏÎÆÀÐÎÓÑÒÎÉ×È ÃÈÏÑ-ÊÀÐÒÎÍ FIRE RESISTANT PLASTERB. WALL ÒÎÏËÎÈÇÎËÀÖÈß THERMAL ISOLATION ÃÈÏÑ-ÊÀÐÒÎÍ PLASTERBOARD WALL ÇÀ ÔÀÑÀÄÍÈÒÅ ÅËÅÌÅÍÒÈ ÂÈÆ ÅÊÇ. ×ÅÐÒÅÆÈ ÎÒ NO.:10200 ÇÀ ÂÚÍØÍÈÒÅ ÏËÎÙÈ ÂÈÆ ×ÀÑÒ ÍÈÑÊÎ ÑÒÐÎÈÒ. ÅÊÇ. ×ÅÐÒ. ÎÒ NO.:11001 FOR FACADE ELEMENTS SEE AS-BUILT DRAWS UP TO N FOR OUTDOOR AREA SEE AS-BUILT CIVIL DRAWS UP TO N 30 ÌÈÍ. 60 ÌÈÍ. 150 ÌÈÍ. ÏÐÎÒÈÂÎÄÈÌÍÀ ÇÀÂÅÑÀ 30 min FIRE RAT 60 min FIRE RAT 150min FIRE RAT SMOKE BARR 4200 4200 8425 ÍÀÊËÎÍ ÍÀÊËÎÍ ÏÎÊÐÈ ÏÐÎÔ. ÀË. ËÀÌÀÐÈÍÀ ÍÀÊËÎÍ ÍÀÊËÎÍ ÍÀÊËÎÍ ÍÀÊËÎÍ ÍÀÊËÎÍ ÍÀÊËÎÍ ÏÎÊÐÈ ÏÐÎÔ. ÀË. ËÀÌÀÐÈÍÀ 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 500 3525 8400 8400 8400 8400 8400 8400 8400 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 500 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 SOP Ø 250 SOP Ø 250 -350 -650 -350 -650 -350 -650 SOP Ø 250 SOP Ø 250 -470 -520 24900 28675 24900 28675 SOP Ø 250 SOP Ø 250 SOP Ø 250 SOP Ø 250 SOP Ø 250 -350 -650 -350 -650 -350 -650 SOP Ø 250 250 1700 250 180 70 200 100 400 250 2400 250 180 70 500 5000 1170 2110 1.50 1.54 1.48 (1.709%) 1.71 1.71 1.71 1.2 1.28 1.28 1.71 1.71 1.71 1.65 1.43 1.65 1.43 0,29 0.76 PVC-RP Ô100 Curb opening Curb opening 1.71 1.71 1.71 1.54 ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÑÒÎÌ. ÊÎËÎÍÀ 150 ÄÚÆÄÎÎÒÒÎÊ ÄÚÆÄÎÎÒÒÎÊ ÄÚÆÄÎÎÒÒÎÊ ÄÚÆÄÎÎÒÒÎÊ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÑÒÎÌ. ÊÎËÎÍÀ 150 ÂÈÆ ÔÐÀÃÌÅÍÒ ÇÀ ÑÒÚËÁÀ 17-2 ÏÐÅÄÏ. ÏÀÐÀÏÅÒ 250 68000 250 67800 50 18430 50 200 750 3450 3450 750 750 6900 750 200 1180 250 1200 180 3750 180 14000 14000 51250 50 200 750 6900 750 750 6900 750 750 6900 750 750 6900 750 1725 6725 4150 3.75 B1-AB-...-284 1.71%F} 1.71%F} 1.71%F} 1.0%F} 3700 250 450 4400 4375 1950 400 400 1350 3225 1350 400 900 3310 4210 150 3160 3160 400 2275 910 2740 400 1665 2425 1835 250 30 100 1500 100 440 100 1500 100 30 10.05 5.0 ÌÅÒÀËÍÀ ÊÎËÎÍÀ 150 ÌÅÒÀËÍÀ ÊÎËÎÍÀ 150 ÂÈÆ ÔÐÀÃÌÅÍÒ ÇÀ ÑÒÚËÁÀ 17-1 ÍÅÏËÚÇÃ. ÈÇÏÅÐÄ. ÍÀÑÒÈËÊÀ ÐÀÌÏÀ ÍÅÏËÚÇÃ. ÈÇÏÅÐÄ. ÍÀÑÒÈËÊÀ ÐÀÌÏÀ ÇÀÙÈÒÍÀ ÖÈÌ. ÇÀÌÀÇÊÀ ÏÐÀÇÍÀ ÏËÎÙ ÀÑÔÀËÒ ÏÚÒÍÎ ÏËÀÒÍÎ ÁÅÒÎÍÎÂÈ ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÌÅÒÀËÍÀ ÐÅØÅÒÊÀ ÑÒÚËÁÀ 17-1 ÍÅÏËÚÇÃÀÙÀ ÑÅ ÈÇÏÅÐÄÀØÅÍÀ ÍÀÑÒÈËÊÀ ÑÒÚËÁÈÙÍÀ ÏËÎÙÀÄÊÀ ÍÅÏËÚÇÃÀÙÀ ÑÅ ÈÇÏÅÐÄÀØÅÍÀ ÍÀÑÒÈËÊÀ ÌÅÒÀËÍÀ ÐÅØÅÒÊÀ ÑÒÚËÁÀ 17-2 ÑÒÚËÁÈÙÍÀ ÏËÎÙÀÄÊÀ 17-2 ÇÀÙÈÒÍÀ ÖÈÌ. ÇÀÌÀÇÊÀ ÏÐÀÇÍÀ ÏËÎÙ ÇÀÙÈÒÍÀ ÖÈÌ. ÇÀÌÀÇÊÀ ÏÐÀÇÍÀ ÏËÎÙ ÁÅÒ. ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÁÅÒ. ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÀÑÔÀËÒ ÏËÀÒÍÎ ÁÅÒ. ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÁÅÒ. ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÀÑÔÀËÒ ÏËÀÒÍÎ ÁÅÒ. ÏËÎ×È ÏÅØÅÕÎÄÍÀ ÇÎÍÀ ÀÑÔÀËÒ ÏËÀÒÍÎ 150 100 250 30 100 1500 100 440 100 1500 100 30 1835 2425 1665 400 2740 910 2275 400 200 6325 150 50 FOR STAIRCASE 17-2 SEE PARTICULARY DETAIL -0350 -0400 -1050 -1000 1.5 1.54 1.54 1.54 1.54 1.54 1.54 1.65 1.65 1.65 1.65 1.65 1.65 1.43 1.43 1.43 1.48 1.48 1.48 1.48 1.0 1.0 0,76 0,96 0,96 0,96 ÏÎÄΠÑÈÔÎÍ ÏÎÄΠÑÈÔÎÍ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÎÄΠÑÈÔÎÍ ÏÎÄΠÑÈÔÎÍ ÏÎÄΠÑÈÔÎÍ ÏÎÄΠÑÈÔÎÍ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ ÏÐÅÄÏ. ÏÀÐÀÏÅÒ 1.43 250 1380 11250 21370 34000 250 47100 1950 1600 2050 3450 4150 6725 2475 6900 1500 6900 1500 6900 950 50 47050 100 17300 4500 25250 100 1950 1700 1950 6900 1500 6900 1500 6900 1500 6900 1500 6900 950 50 13600 5700 5800 4750 4750 4200 4200 3800 300 3900 300 3900 300 2015 13740 735 4410 1500 6900 1500 6900 1500 6900 1500 6900 1500 6800 2150 1600 1950 68500 ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ ÌÅÒÀËÍÀ ÊÎËÎÍÀ 250 17050 300 3900 300 25250 100

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Page 1: Sofia Airport · 31.08.2005 0 1000 2000 3000 4000 5000 6000 ËÅÒÈÙÅ ÑÎÔÈß ÐÅÊÎÍÑÒÐÓÊÖÈß, ÐÀÇÂÈÒÈÅ È ÐÀÇØÈÐÅÍÈÅ ËÎÒ Á1 - ÍÎÂÀ ÒÅÐÌÈÍÀËÍÀ

2P.00.10; 2P.00.11T07-10.P.153

LEVEL 0 - BUILDING PART XIII, XIVDRAWING 10

ÍÈÂÎ 0 - ÑÒÐÎÈÒÅËÍÀ ×ÀÑÒ XIII, XIV×ÅÐÒÅÆ 10

LAYOUT

ÏËÀÍ

B1-AB-AL-00-00-XXX-038

PART XIV, CANOPY×ÀÑÒ XIV, ÊÎÇÈÐÊÀ

PART XIII & XIV - STAIRCASE CANOPY×ÀÑÒ XIII & XIV - ÊÎÇÈÐÊÀ ÑÒÚËÁÈÙÅ

REPUBLIC OF BULGARIAÐÅÏÓÁËÈÊÀ ÁÚËÃÀÐÈß

MINISTERY OF TRANSPORT AND COMMUNICATIONS

PROJECT NAME

CLIENTÂÚÇËÎÆÈÒÅË

ÎÁÅÊÒ

TENDER NO.: / BG / P / PT / 002 TENDER NO.: / BG / P / PT / 002

ÄÀÒÀ DATE

SCALE ÌÀÙÀÁ

ÑÚÄÐÆÀÍÈÅ APPROVEDÏÐÎÂÅÐÈË

DESIGNED

ÅÊÇÅÊÓÒÈÂÅÍ ×ÅÐÒÅÆ AS BUILT DRAWINGÍÀ×ÅÐÒÀË

NETHERLANDS AIRPORT CONSULTANTS B.V.

ÈÍÆÅÍÅÐÈ ENGINEERS TOTAL CONTRACTORÃÅÍÅÐÀËÅÍ ÈÇÏÚËÍÈÒÅË

SUBJECT

DISCIPLINE

DRAWING NR. ÍÎÌÅÐ ÍÀ ×ÅÐÒÅÆCONTRACTOR'S DRAWING NR.

×ÀÑÒ

STRABAG International GmbH

ARCHITECTUREÀÐÕÈÒÅÊÒÓÐÀ

DONAU - CITY - STRASSE 91220 VIENNA AUSTRIATELEPHONE +43 (0) 1 22422TELEFAX +43(0)1 22422-1246Website: www.strabag.at

1

2

4

5 7 8 9

10

11

I

III

VI

VXIV

XIII

XVXII II+IV

VII

VIII IX X XI

36

12

ÌÈÍÈÑÒEÐÑÒÂÎ ÍÀ ÒÐÀÍÑÏÎÐÒÀ È ÑÚÎÁÙÅÍÈßÒÀ

ARCH. B. KOZLEV

ÍÎÌÅÐ ×ÅÐÒÅÆ ÒÐ.ÄÎÊ

ÏÎÄÏÈÑ / SIGNATUREÈÌÅ / NAME

J. PÖLZL

31.08.2005

0

1000

2000

3000

4000

5000

6000

ËÅÒÈÙÅ ÑÎÔÈßÐÅÊÎÍÑÒÐÓÊÖÈß, ÐÀÇÂÈÒÈÅ È ÐÀÇØÈÐÅÍÈÅ

ËÎÒ Á1 - ÍÎÂÀ ÒÅÐÌÈÍÀËÍÀ ÑÃÐÀÄÀ È ÑÚÏÚÒÑTÂÀÙÈ ÐÀÁÎÒÈ

SOFIA AIRPORTRECONSTRUCTION, DEVELOPMENT AND EXTENSION

LOT B1 - NEW TERMINAL BUILDING AND RELATED WORKS

10 ANNA VAN SAKSENLAAN, 2593 HT THE HAGUE, THE NETHERLANDS.Telephone: +31 (70) 3446300 - Telefax: +31 (70) 3245302

E-mail: [email protected] Website: www.naco.nl

1:100SCALES MENTIONED ON THIS DRAWINGAPPLY FOR NON-REDUCED DRAWINGS

ÎÄÎÁÐÅÍÎ ÎÒAPPROVED BY THE ENGINEERÐÅÇÈÄÅÍÒ ÈÍÆÅÍÅÐRESIDENT ENGINEERÀÐÕ.-ÊÎÍÑÒÐ. ×ÀÑÒBUILDING ENGINEERÍÈÑÊÎ ÑÒÐÎÈÒÅËÑÒÂÎCIVIL ENGINEERÈÍÑÒÀËÀÖÈÈ È ÑÈÑÒÅÌÈM.E.P. ENGINEER

ABREVIATIONSÑÚÊÐÀÙÅÍÈßGENERALÎÁÙÈÑÒÅÍÈ WALLS

L E G E N DË Å Ã Å Í Ä À

FIRE COMPARTMENTÃÐÀÍÈÖÀ ÍÀ ÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒ

TENDER DOOR DIMENSION(DOOR SCHEDULES)

ÐÀÇÌÅÐ ÍÀ ÂÐÀÒÀÒÀ ÏÎ ÒÅÍÄÅÐ(ÑÏÅÑÈÔÈÊÀÖÈß ÍÀ ÂÐÀÒÈ)

ÍÎÌÅÐ ÍÀ ÂÐÀÒÀ

T30

28

90 200

DOOR NUMBER

ÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒ - FIRE RATING

ÑÂÅÒËÈ ÐÀÇÌÅÐÈ (Ø/Â ÑÌ)DOOR OPENING

(DIMENSIONS IN CM)

DOORSÂÐÀÒÈ

ÎÒ ÃÎÒΠÏÎÄÃÐÀÍÈÖÀ ÍÀ ÇÎÍÀÏÎÆÀÐÎÓÑÒÎÉ×ÈÂÎÑÒÂÎÄÎÑÒÎ×ÍÀ ÒÐÚÁÀÕÈÄÐÀÍÒ

AFF

F30RPHY

ABOVE FINSHED FLOORAREA LIMIT

FIRE RESISTANCERAINWATER PIPE

HYDRANT

±0.00 = 532.85

ÑÒÎÌÀÍÎÁÅÒÎÍREINFORCED CONCRETE

ÃÀÇÎÁÅÒÎÍÍÀ ÑÒÅÍÀAERATE CONCRETE WALL

ÏÎÆÀÐÎÓÑÒÎÉ×È ÃÈÏÑ-ÊÀÐÒÎÍFIRE RESISTANT PLASTERB. WALL

ÒÎÏËÎÈÇÎËÀÖÈßTHERMAL ISOLATION

ÃÈÏÑ-ÊÀÐÒÎÍPLASTERBOARD WALL

ÇÀ ÔÀÑÀÄÍÈÒÅ ÅËÅÌÅÍÒÈ ÂÈÆ ÅÊÇ. ×ÅÐÒÅÆÈ ÎÒ NO.:10200ÇÀ ÂÚÍØÍÈÒÅ ÏËÎÙÈ ÂÈÆ ×ÀÑÒ ÍÈÑÊÎ ÑÒÐÎÈÒ. ÅÊÇ. ×ÅÐÒ. ÎÒ NO.:11001

FOR FACADE ELEMENTS SEE AS-BUILT DRAWS UP TO NO.:10200FOR OUTDOOR AREA SEE AS-BUILT CIVIL DRAWS UP TO NO.:11001

30 ÌÈÍ.60 ÌÈÍ.150 ÌÈÍ.ÏÐÎÒÈÂÎÄÈÌÍÀ ÇÀÂÅÑÀ

30 min FIRE RATING60 min FIRE RATING150min FIRE RATING

SMOKE BARRIER

4200 4200

8425

ÍÀ

ÊË

ÎÍ

ÍÀ

ÊË

ÎÍ

ÏÎÊÐÈÂÏÐÎÔ. ÀË. ËÀÌÀÐÈÍÀ

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ÍÀÊËÎÍ

ÍÀÊËÎÍ

ÏÎÊÐÈÂÏÐÎÔ. ÀË. ËÀÌÀÐÈÍÀ

4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 500

3525

8400

8400

8400

8400

8400

8400

8400

4200

4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 500

4200

4200 4200 4200 4200 4200 4200 4200 4200 4200 4200 4200

SOP Ø 250SOP Ø 250

-350-650

-350-650

-350-650

SOP Ø 250

SOP Ø 250

-470 -520

24900 28675

24900 28675

SOP Ø 250 SOP Ø 250 SOP Ø 250

SOP Ø 250 SOP Ø 250

-350-650

-350-650

-350-650

SOP Ø 250

250

1700

250

180 70

200 10

0400

250 2400 250

180

70

500

5000 1170

2110

1.50

1.54

1.48

(1.709%)

1.711.711.71

1.2

1.281.28

1.711.711.71

1.65

1.43

1.65

1.43

0,29

0.76

PVC-RP Ô100

Cur

b op

enin

g

Cur

b op

enin

g

1.711.71 1.71

1.54

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ÅÄ

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ÑÒÎÌ. ÊÎËÎÍÀ 150

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250

6800

025

0

6780

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18430

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200750 3450 3450 750 750 6900 750 200 1180

250

1200

180

3750

180

1400

014

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200

750 6900 750 750 6900 750 750 6900 750 750 6900 750 1725 6725 4150

3.75

B1-AB-...-284

1.71%F} 1.71%F} 1.71%F}1.0%F}

3700

250

450

4400

4375 1950 400

400 1350 3225 1350 400

900 3310 4210

150 3160 3160

400 2275 910 2740 400

1665 2425 1835

250 3010

015

0010

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0100

1500

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58.13 m²
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slope
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L1
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246.33 m²
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R29
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R30
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R31
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R32
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R33
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R34
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R35
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R36
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R28
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R30
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R31
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R32
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R33
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R34
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R35
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R36
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R37
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R38
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R39
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R26
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R27
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R16
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R17
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R18
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R19
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R20
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R21
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R22
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R23
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R24
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R25
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R26
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R27
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GULLY
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GULLY
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GULLY
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GULLY
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GULLY
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GULLY
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PH=+700
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PH=+700
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PH=+700
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PH=+700
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+700
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PH=+500
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PH=+500
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PH=+700
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PH=+700
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PH=+1050
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PH=+700
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PH=+700
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PH=+700
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PH=+700
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STEEL COLUMN Ø150MM
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STEEL COLUMN Ø150MM
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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PH=+500
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PH=+700
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PH=+700
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PH=+700
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STEEL COLUMN Ø150MM
AutoCAD SHX Text
FOR STAIRCASE 17-1 SEE PARTICULARY DETAIL
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ST17-1
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ST17-1
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4 ST   17,5/30,3
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9ST 17,5/30,3
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STEEL COLUMN Ø150MM
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B1
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XIV
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RAMP 10.05%%%
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98.95 m2
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NTF
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0001b
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0
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XIV
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NTF
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11.46 m2
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0004
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PLATFORM 17-1
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0
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XIV
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GRATING
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10.79 m2
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0BKS3
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STAIR 17-1
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0
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XIV
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PAVEMENT
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CON. TILES
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59.73 m2
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0
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XIV
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EMPTY AREA
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SCREED
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2419.36 m2
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0001
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0
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XIV
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DRIVING LANE
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ASPHALT
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530.75 m2
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0002
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0001c
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B1
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RAMP 5%%%
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33.77 m2
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NTF
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PLATFORM 17-2
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0
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XIII
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NTF
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11.46 m2
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0005
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STAIR 17-2
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0
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XIII
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GRATING
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10.79 m2
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0BLS1
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0
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XIII
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EMPTY AREA
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SCREED
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1043.62 m2
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0001
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0
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XIII
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EMPTY AREA
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SCREED
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1043.62 m2
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0001
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0
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XIII
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PAVEMENT
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CON.TILES
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192.07 m2
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0005
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0
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XIII
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PAVEMENT
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CON.TILES
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192.07 m2
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0
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XIII
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541.69 m2
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0004
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0
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XIII
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541.69 m2
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0004
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0
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XIII
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PAVEMENT
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CON. TILES
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541.69 m2
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0004
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0
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XIII
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DRIVING LANE
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1314.33 m2
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0002
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ASPHALT
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0
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XIII
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DRIVING LANE
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1314.33 m2
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0002
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ASPHALT
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0
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XIII
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DRIVING LANE
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1314.33 m2
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0002
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ASPHALT
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PAVEMENT
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CON.TILES
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82.33 m²
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0001
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-1050 -1100
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-0350 -0400
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-2625 -2675
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ST.17-2
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ST.17-2
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4 ST   17,5/30,3
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9ST 17,5/30,3
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33600/3900
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+500
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PH=+700
AutoCAD SHX Text
PH=+700
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PH=+700
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PH=+700
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PH=+700
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PH=+700
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PH=+500
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PH=+700
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PH=+700
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PH=+700
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PH=+700
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PH=+600
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PH=+600
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PH=+600
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PH=+600
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PH=+600
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PH=+600
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PH=+700
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PH=+700
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PH=+700
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PH=+500
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PH=+700
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PH=+500
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PH=+700
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PH=+500
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PH=+700
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PH=+500
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PH=+700
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PH=+500
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PH=+700
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PH=+500
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PH=+500
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PH=+700
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PH=+700
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PH=+600
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PH=+700
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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GUARD RAIL
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STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
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STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
AutoCAD SHX Text
STEEL COLUMN Ø150MM
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STEEL COLUMN Ø150MM