VEAR DESIGN SRL

Licenta Nr. 053479 din 14.11. 2016

Chisinau 2020

FINAL DRAWINGS/ PROIECT DE EXECUTIE

Design of pavement restoration in Embassy compound/

Reabilitarea imbracamintei rutiere existente pe teritoriul Ambasadei SUA

Chisinau Beneficiary/ Beneficiar : US EMBASSY/ Ambasada SUA

38/2020 - DA

VOLUME 1

EXPLANATORY NOTE. DRAWINGS. LIST OF QUANTITIES / MEMORIU EXPLICATIV. DESENE. LISTE DE CANTITATI

Site location Locul amplasarii

obiectului

VEAR DESIGN SRL

Licenta Nr. 053479 din 14.11. 2016

Chisinau 2020

FINAL DRAWINGS/ PROIECT DE EXECUTIE

Design of pavement restoration in Embassy compound/

Reabilitarea imbracamintei rutiere existente pe teritoriul Ambasadei SUA

38/2020 - DA

VOLUME 1

EXPLANATORY NOTE. DRAWINGS. LIST OF QUANTITIES / MEMORIU EXPLICATIV. DESENE. LISTE DE CANTITATI

Director general Eftodii V.

Project manager

Inginer - şef proiect

Certificat seria 2018-P

numarul 0155 din 21.11.2018

Vilcinschi D.

FINAL DRAWINGS/ PROIECT DE EXECUTIE

Design of pavement restoration in Embassy compound/

Reabilitarea imbracamintei rutiere existente pe teritoriul Ambasadei SUA

Object/ Obiect nr: 38/2020

CONTENT/ CONTINUT CADRU AL PROIECTULUI

Nr. Volum Index/

Indice

Volume Name

Denumire volum, capitol

Volume 1 38/2020 - DA Explanatory note. Drawings. List of quantities Memoriu explicativ. Desene. Liste de cantitati

Volume 2 38/2020 - DVL Cost estimate/ Devize

Reconstructia imbracamintei rutiere la parcarea pe teritoriul

Ambasadei SUA in Moldova

Compararea variantelor ale sistemului rutier

Straturile sistemului rutier Var 1.08

№ strat

Grosimea

stratului,

cm

DenumireaCostul lei pentru

1000m2Nota

1 8 Beton greu, clasa 3,6 (marca 45)

2 4 Amestec de nisip si ciment, ciment-125kg/m3

3 27 Amestec de piatra sparta N4 135 914

4 10 Nisip GOST 8736-93* 39 861

5 12 Material de la demolarea sistemului rutier existent 16 545 Nivelare si

compactare

6 0 Pamint argila

Total 413 802 0.8%

Straturile sistemului rutier Var 1.10

№ strat

Grosimea

stratului,

cm

DenumireaCostul lei pentru

1000m2Nota

1 10 Beton greu, clasa 3,6 (marca 45)

2 4 Amestec de nisip si ciment, ciment-125kg/m3

3 24 Amestec de piatra sparta N4 120 813

4 10 Nisip GOST 8736-93* 39 861

5 12 Material de la demolarea sistemului rutier existent 16 545 Nivelare si

compactare

6 0 Pamint argila

Total 431 272 4.3%

Straturile sistemului rutier Var 2.08

№ strat

Grosimea

stratului,

cm

DenumireaCostul lei pentru

1000m2Nota

1 8 Beton greu, clasa 3,6 (marca 45)

2 4 Amestec de nisip si ciment, ciment-125kg/m3

3 26Piatra sparta fr. 40-80mm cu impanare cu piatra

sparta de fractie mica 131 629

4 10 Nisip GOST 8736-93* 39 861

5 12 Material de la demolarea sistemului rutier existent 16 545 Nivelare si

compactare

6 0 Pamint argila

Total 409 517 0.0%

221 482

221 482

254 053

Reconstructia imbracamintei rutiere la parcarea pe teritoriul

Ambasadei SUA in Moldova

Straturile sistemului rutier Var 2.10

№ strat

Grosimea

stratului,

cm

DenumireaCostul lei pentru

1000m2Nota

1 10 Beton greu, clasa 3,6 (marca 45)

2 4 Amestec de nisip si ciment, ciment-125kg/m3

3 23Piatra sparta fr. 40-80mm cu impanare cu piatra

sparta de fractie mica 116 441

4 10 Nisip GOST 8736-93* 39 861

5 12 Material de la demolarea sistemului rutier existent 16 545 Nivelare si

compactare

6 0 Pamint argila

Total 426 900 3.4%

Straturile sistemului rutier Var 3 geotex

№ strat

Grosimea

stratului,

cm

DenumireaCostul lei pentru

1000m2Nota

1 8 Beton greu, clasa 3,6 (marca 45)

2 4 Amestec de nisip si ciment, ciment-125kg/m3

3 28 Amestec de piatra sparta N4 140 948

4 0 Geocelule «GX 35/35» 53 865

5 5 Nisip GOST 8736-93* 19 930

6 12 Material de la demolarea sistemului rutier existent 16 545 Nivelare si

compactare

7 0 Pamint argila

Total 452 770 8.5%

Elaborat Vilcinschi D.

254 053

221 482

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Elab

ora

tV

ilcin

sch

i D,

The ed

ge of  sid

ewalk

Margine

a trotua

rului

Kerb/Bordura

N E N E

0,00 105,83 105,81 105,66 209384,36 231826,35 209384,10 231827,890,55 105,85 105,82 105,67 209384,89 231826,44 209384,64 231827,982,55 105,91 105,88 105,73 209386,87 231826,77 209386,61 231828,314,55 105,97 105,94 105,79 209388,84 231827,10 209388,58 231828,646,55 106,00 105,98 105,83 209390,81 231827,43 209390,55 231828,978,55 106,00 105,98 105,83 209392,78 231827,76 209392,53 231829,30

10,55 105,96 105,93 105,78 209394,76 231828,09 209394,50 231829,6312,55 105,89 105,87 105,72 209396,73 231828,42 209396,47 231829,9614,55 105,83 105,80 105,65 209398,70 231828,75 209398,45 231830,2916,55 105,76 105,74 105,59 209400,68 231829,08 209400,42 231830,6218,55 105,70 105,67 105,52 209402,65 231829,41 209402,39 231830,9520,55 105,63 105,61 105,46 209404,62 231829,74 209404,36 231831,2822,55 105,57 105,55 105,40 209406,59 231830,07 209406,34 231831,6124,55 105,50 105,48 105,33 209408,57 231830,40 209408,31 231831,9426,55 105,44 105,42 105,27 209410,54 231830,73 209410,28 231832,2728,55 105,37 105,35 105,20 209412,51 231831,06 209412,25 231832,6030,55 105,31 105,29 105,14 209414,48 231831,39 209414,23 231832,9232,55 105,25 105,22 105,07 209416,46 231831,72 209416,20 231833,2534,55 105,18 105,16 105,01 209418,43 231832,05 209418,17 231833,5836,55 105,12 105,09 104,94 209420,40 231832,38 209420,14 231833,9138,55 105,05 105,03 104,88 209422,37 231832,71 209422,12 231834,2440,55 105,03 105,01 104,86 209424,35 231833,03 209424,09 231834,5742,55 105,01 104,99 104,84 209426,32 231833,36 209426,06 231834,9044,55 104,99 104,97 104,82 209428,29 231833,69 209428,04 231835,2346,55 104,98 104,95 104,80 209430,26 231834,02 209430,01 231835,5648,55 104,96 104,93 104,78 209432,24 231834,35 209431,98 231835,8950,09 104,94 104,92 104,77 209433,75 231834,61 209433,49 231836,15

Parameters of sidewalkParametrii platformei trotuarului

Coordinates, Coordonate, m

Left sidePartea stinga Axis

AxaThe edge of  sidewalkMarginea trotuarului

Cota, m

Left sidePartea stinga

AxisAxa

Distan

ceDistan

ta, m

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

1

SRL "VEAR DESIGN"

PE

Date generale

Sem

natu

ra si

dat

aSc

him

b In

v. N

r.In

v. N

r.Orig

.Normative documents used in the elaboration of the project/

Documente normative utilizate la elaborarea proiectului

DenumireaMarcare Nota

CP D.02.11-2014

NCM D.02.01.2014

Design recommendations for

streets and roads in urban and rural areas

„Recomandări privind proiectarea

străzilor şi drumurilor din localităţi urbane şi rurale”

Design of public roads

Proiectarea drumurilor publice

Road pavement for public roads

Дорожные одежды автомобильных

дорог общго пользования

Серия 3.503-71/88

Выпуск 0

9

Vilcinschi D.ISP

Elaborat

List of drawings/ Lista desenelor in compartiment -DA

Sheet

Coala

Name/ Denumirea Nota

1 Table of contents/ Date generale

2Plan S 1:200

3

Compound Pavement. Join details

Sistem rutier. Detalii imbinare

4

New pavement level

Sistematizarea pe verticala S 1:200

5

Parameters of sidewalk

Parametrii platformei trotuarului

6

Marking plan

Organizarea circulatiei rutiere S 1:500

7

Ditch POLYMAX BASIC DN150 H217with plastic grid A15 (1000x210x217)/

Rigola POLYMAX BASIC DN150 H217 cu grila plastic A15 (1000x210x217)

8

Collector PolyMax DRIVE DN100 fiber concret with ductile cast iron grill class D400

Cămin colector PolyMax DRIVE DN100 din fibrobeton cu gratar din fontă ductilă clasa

D400

9

PP gutter DN100 H155 with cast iron grill duct C250, load up to 25 tons

Rigola PP DN100 H155 cu gratar din fontă ductilă C250, încărcarea pînă la 25 tone

Proiectul a fost elaborat în conformitate cu normativele în vigoare

Inginer şef proiect Vilcinschi D.

Seria 2018-P Certificate №0155 din 21.11.2018 licenta ser.A.MMII№ 053479 din 14.11.2016

BENEFICAR: US Embassy in MoldovaInginer şef proiect Vilcinschi D.

04.20

Vilcinschi D.

38/2020 - DA

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

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pdv 105.71

pdv 105.46

A

s

A

s

A

s

A

s

A

sA

s

A

s

B

t

B

t

B

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t

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B

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t

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tB

t

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t

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t

PL

PL

MN

MN

M

N

MN

Generatoare

Barbeque

1

0

4

.

8

7

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D

l

D

l

D

l

D

l

D

l

D

l

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MN

str. A

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str. G

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i

Curb/ Bordura Type 1 БР 100x30x15

Pavement Type 1P

Sistem rutier Tip 1P

1

1

Sidewalk pavement Type 1T

Sistem rutier trotuar Tip 1T

Sidewalk pavement / Sistem rutier Trotuar

Sidewalk spavement Type 2T

Sistem rutier trotuar Tip 2T

Sidewalk pavement Type 3T

Sistem rutier trotuar Tip 3T

1

.

5

Boundary of rehabilitated sectors/

Limita sectoarelor reabilitate

Legenda:

Pavement Type 2P

Sistem rutier Tip 2P

Sidewalk Curb/ Bordura trotuar Type 2

БР 100x30x8

Curb type2

Bordura tip2

Curb type1

Bordura tip1

Curb type1

Bordura tip1

Curb type1

Bordura tip1

Curb type2

Bordura tip2

22

4

4

33

Collector PolyMax DRIVE DN100 fiber concret with ductile cast iron grill class D400

Cămin colector PolyMax DRIVE DN100 din fibrobetoncu gratar din fontă ductilă clasa D400

Pipe / Teava PVC SN 4 Ø110x3.2

Ditch POLYMAX BASIC DN150 H217withplastic grid A15 (1000x210x217)/ Rigola POLYMAX BASIC DN150 H217 cugrila plastic A15 (1000x210x217)

Shipping container(need to be removed)

Container de transport

Shipping container(need to be removed)

Container de transport

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

2

SRL "VEAR DESIGN"

PE

Plan S 1:200

Sem

natu

ra si

dat

aSc

him

b In

v. N

r.In

v. N

r.Orig

.

Vilcinschi D.ISP

Elaborat 04.20

Vilcinschi D.

-Existing pavement/ Sistem rutier existent

-Layer of dry mix /Strat de egalizare din amestec uscat - 2-4cm

-Pavage/ Pavaj vibroturnat ANTIC Gri B 25, Btb 3.2,

G320cmx20cm - 4cm

-Sand/Nisip - 10cm

- Crushed stone fr. 20-40/ Piatra sparta fr. 20-40 - 15 cm

-Layer of dry mix/ Strat de egalizare din amestec uscat - 4cm

-Pavage/ Pavaj vibroturnat ANTIC Gri B 25, Btb 3.2, G3 20cmx20cm- 4.2cm

Sidewalk pavement type 2T/

Sistem rutier Tip 2T

0.1

0

0.1

0

0.10

-Existing base/Fundatie existenta

-Existing asphalt layer/ Strat existent din asfalt

-Crushed stone fr.20-40/ Piatra sparta. fr 20-40. GOST 25607-94 - 7-10cm

-Layer of dry mix / Strat de egalizare din amestec uscat -4 cm

-Pavage/ Pavaj vibropresat ANTIC Gri, 20x20, B25, Btb 3.2, G3 h - 4.2cm

Curb/ BR 100x30x15

GOST 6665-2002

on concrete/

pe beton B15

1.55

15

1 - 1

Sidewalk pavement 1T/ Sistem rutier trotuar Tip 1T

S 1:25

Sidewalk pavement type 3T/

Sistem rutier Tip 3T

0.80

Existing building

Cladire existenta

БР100.20.8

on concrete B15

pe fundatie din beton B15

0.0

7

0.1

4

38/2020 - DA

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

Sidewalk pavement type 1T/

Sistem rutier Tip 1T

Concrete wall

Zid din beton

0.150.10

1.40

2 - 2

Sidewalk pavement type 3T/ Sistem rutier trotuar Tip 3T

S 1:25

0.50

Layer of insulating material for

water drainage thickness >4mm

strat de material izolant pentru

drenarea apei grosimea >4mm0.07 0.08

-Existing base/Fundatie existenta

-Existing asphalt layer/ Strat existent din asfalt

-Crushed stone fr.20-40/ Piatra sparta. fr 20-40. GOST 25607-94 - 7-10cm

-Layer of dry mix / Strat de egalizare din amestec uscat -4 cm

-Pavage/ Pavaj vibroturnat ANTIC Gri B 25, Btb 3.2, G3 20cmx20cm - 4.2cm

-Sand/Nisip - 10cm

- Crushed stone fr. 20-40/ Piatra sparta fr. 20-40 - 15 cm

-Layer of dry mix/ Strat de egalizare din amestec uscat - 4cm

-Pavage/ Pavaj vibropresat ANTIC Gri, 20x20, B25, Btb 3.2, G3 h - 4.2cm

0.76

0.0

7

0.1

4

3 - 3

Sidewalk pavement type 2T/ Sistem rutier trotuar Tip 2T

S 1:25

-Existing pavement/ Sistem rutier

existent

-Layer of dry mix /Strat de egalizare

din amestec uscat - 2-4cm

-Pavage/ Pavaj 20cmx20cm - 4.2cm

Road pavement Type 1P

Sistem rutier Tip 1P

1.28

0.0

7

0.1

4

4 -4

Sidewalk pavement type 2T/ Sistem rutier trotuar Tip 2T

S 1:25

-Existing pavement/ Sistem rutier

existent

-Layer of dry mix /Strat de egalizare

din amestec uscat - 2-4cm

-Pavage/ Pavaj 20cmx20cm - 4.2cm

Road pavement Type 1P

Sistem rutier Tip 1P

0.16

0.08

0.07

0.1

5

Layer of insulating material for

water drainage thickness >4mm

strat de material izolant pentru

drenarea apei grosimea >4mm

0.1

0

0.1

0

0.1

0

Sidewalks Pavement and pedestrian areas

Structura rutiera pentru trotuar si zone pietonale

1.5%

1.5%

1.5%

- Material from the demolition of the existing road pavement/

Material de la demolarea imbrcamintei rutiere existente -12cm

-Sand/Nisip - 10cm

- Crushed stone fr. 40-80 stuffed with crushed stone

of small fraction/ Piatra sparta fr. 40-80 impanat cu piatra

sparta de fractie mica -26 cm

-Layer of dry mix sand-cement/ Strat de egalizare din amestec

uscat nisip si ciment - 4cm

-Pavage brick 20x10/ Pavaj vibro-presat CĂRĂMIDĂ 20x10,

beton B30, Btb 4.0, G1 -8cm

Compound pavement Type 1

Sistem rutier Tip 1

S 1:10

-Existing road base/ Fundatie existenta

-Layer of dry mix/ Strat de egalizare din amestec uscat nisip si

ciment 125kg/m3 - 4cm

-Pavage brick 20x10/ Pavaj vibro-presat CĂRĂMIDĂ 20x10,

beton B30, Btb 4.0, G1 -8cm

Compound pavement Type 2

Sistem rutier Tip 2

S 1:10

Road structure of sidewalk

Sistem rutier al trotuarului

Nisip

0.0

15

-0

.0

6

Nisip prelucrat cu ciment asternut pe

2/3 din inaltimea rostului

Layer of dry mix/

Strat de egalizare di nisip prelucrat cu ciment

0.1

1-0

.1

2

Pavement joint detail at the sewer manholes

Detaliu imbinare pavaj la gurile de canalizare

(1:10)

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

3

SRL "VEAR DESIGN"

PE

38/2020 - DA

Compound pavement. Join details

Sistem rutier. Detalii imbinare

Vilcinschi D.ISP

Elaborat04.20

Vilcinschi D.

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

5.5

2.5

0.60.4

Detail of pedestrian crossing marking

Detaliu marcaj trecere pietoni

Red Pavage /Pavaj de culoare rosie

B30, Btb 4.0, G1.0 - 10x10x8cm

Concrete for raising the level of the fountain

Beton pentru ridicarea cotei la fintina

PL

ML

P N

MN

PN

PT

M

2M

L

ML

ML

N

N

N

M

1

8

8

-

1

8

N

N

c

e

A

s

A

s

Bt

Dl

D

l

Dl

Dl

Bt

Bt

Dl

Dl

Dl

Dl

M

N

M

N

pdv

pdv

105.22

rezervor

rezervor

rezervor

pdv106.10

pandus

Dl

Dl

Bt

pdv

105.55

consola

subsol

103.00

pdv

105.49

pdv

pdv

pdv

105.49

2

0

p

l

A

2x4

0

pl

A

2x40

pl

110

pl

200crm

32

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100

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100

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A

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150

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20

pl

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pl

1

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6

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3

5

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8

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4

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5

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1

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7

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1

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4

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6

0

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1

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8

9

t

1

1

0

p

l

MN

MN

PN

1

0

3

.

5

8

t

1

0

4

.

5

6

j

pdv 105.71

pdv 105.46

A

s

A

s

A

s

A

s

A

sA

s

A

s

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

tB

t

B

t

B

t

PL

PL

MN

MN

M

N

MN

Generatoare

Barbeque

1

0

4

.

8

7

j

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

MN

str. A

. M

ateevici

str. V

. L

up

u

str. G

.B

an

ulescu

B

od

on

i

Limita sectoarelor reabilitate

Legenda:

1

1

1

.

5

4

1

.

0

68

.

2

3

6

5

.

5

8

7

.

0

6

5

4

.

1

0

8

.

5

7

27.67

4.23

5

3

.

6

3

1

1

.

1

2

15.57

6.56

4

1

.

0

68

.

2

3

6

5

.

5

8

7

.

0

6

5

4

.

1

0

8

.

5

7

27.67

4.23

5

3

.

6

3

1

1

.

1

2

15.57

6.56

4

1

.

0

68

.

2

3

6

5

.

5

8

7

.

0

6

5

4

.

1

0

8

.

5

7

27.67

4.23

5

3

.

6

3

1

1

.

1

2

15.57

6.56

5.49

7.29

2

4

.5

2

4

.9

0

27.18

12.87

21.73

9.20

24.92

8.43

18.69

9.63

Ditch

Rigola de captare a apei

Start sidewalk

Inceput trotuar

End sidewalk

Sfirsit trotuar

See list of parameters /vezi lista parametrilor)

Collector PolyMax DRIVE DN100fiber concret with ductile cast irongrill class D400Cămin colector PolyMax DRIVEDN100 din fibrobeton cu gratar dinfontă ductilă clasa D400

Curb/ Bordura

Sidewalk Curb/ Bordura trotuar

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

4

SRL "VEAR DESIGN"

PE

New pavement level

Sistematizare pe verticala

S 1:200

Sem

natu

ra si

dat

aSc

him

b In

v. N

r.In

v. N

r.Orig

.

Vilcinschi D.ISP

Elaborat 04.20

Vilcinschi D.

38/2020 - DA

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

7

SRL "VEAR DESIGN"

PE

38/2020 - DA

Vilcinschi D.ISP

Elaborat04.20

Vilcinschi D.

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

Ditch POLYMAX BASIC DN150 H217with plastic gridA15 (1000x210x217)/

Rigola POLYMAX BASIC DN150 H217 cu grila plasticA15 (1000x210x217)

190

500

330

330

2x11

0

2x11

02x

160

500±2 100160

180

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

8

SRL "VEAR DESIGN"

PE

38/2020 - DA

Vilcinschi D.ISP

Elaborat04.20

Vilcinschi D.

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

Collector PolyMax DRIVE DN100 fiber concret withductile cast iron grill class D400

Cămin colector PolyMax DRIVE DN100 din fibrobeton cu gratar din fontă ductilă clasa D400

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

9

SRL "VEAR DESIGN"

PE

38/2020 - DA

Vilcinschi D.ISP

Elaborat 04.20

Vilcinschi D.

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova

PP gutter DN100 H155 with cast iron grill duct C250, load up to 25 tons

Rigola PP DN100 H155 cu gratar din fontă ductilă C250, încărcarea pînă la 25 tone

1000±21024

Ø 110

101

150 ±

2

148

156

22,6

100160 ± 2

PL

ML

P N

MN

PN

PT

M

2M

L

ML

ML

N

N

N

M

1

8

8

-

1

8

N

N

c

e

A

s

A

s

Bt

Dl

D

l

Dl

Dl

Bt

Bt

Dl

Dl

Dl

Dl

M

N

M

N

pdv

pdv

105.22

rezervor

rezervor

rezervor

pdv106.10

pandus

Dl

Dl

Bt

pdv

105.55

consola

subsol

103.00

pdv

105.49

pdv

pdv

pdv

105.49

2

0

p

l

A

2x4

0

pl

A

2x40

pl

110

pl

200crm

32

pl

100

ot

A

100

pl

100

pl

1

0

3

.

2

8

j

1

0

3

.

6

6

j

200

azb

Cpl

110

pl

str.A

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ateevici

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Benz

1

0

1

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5

8

j

1

0

1

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2

6

j

1

0

5

.

5

4

1

0

5

.

1

4

1

0

6

.

4

9

1

0

5

.

6

1

1

0

6

.

4

6

1

0

5

.

0

2

1

0

5

.

1

4

1

0

5

.

6

5

1

0

5

.

3

5

1

0

5

.

1

2

105.28

1

0

5

.

1

5

1

0

5

.

0

9

1

0

6

.

0

4

1

0

5

.

8

7

1

0

5

.

9

5

1

0

5

.

9

9

1

0

6

.

1

31

0

5

.

8

4

1

0

5

.

8

9

1

0

5

.

7

7

1

0

5

.

8

6

1

0

5

.

3

2

1

0

5

.

2

0

1

0

4

.

9

4

1

0

4

.

8

9

1

0

4

.

9

4

1

0

4

.

9

6

1

0

4

.

9

2

104.94

1

0

5

.

0

4

1

0

4

.

9

2

1

0

5

.

7

7

1

0

5

.

8

5106.78

105.63

105.52

1

0

6

.

2

6

1

0

5

.

9

7

10

5.8

7

1

0

5

.

9

8

1

0

5

.

9

0

1

0

5

.

1

7

1

0

5

.

3

4

1

0

5

.

5

2

105.12

105.05

105.03

1

0

5

.

0

1

105.06

105.11

1

0

5

.

0

9

104.91

1

0

4

.

8

8104.94

1

0

5

.

0

4

105.07

105.31

105.06

1

0

5

.

3

6

1

0

4

.

8

7

104.89

1

0

4

.

8

8

1

0

6

.

4

1

1

0

6

.

4

6

106.49

106.49

1

0

6

.

5

1

1

0

6

.

4

7

1

0

6

.

5

8

1

0

6

.

5

7

1

0

6

.

5

5

1

0

6

.

5

5

1

0

5

.

9

9

1

0

6

.

0

9

1

0

6

.

1

0

1

0

5

.

9

0

1

0

5

.

8

5

1

0

5

.

1

9

10

5.9

1

1

0

5

.

8

1

1

0

6

.

5

2

1

0

6

.

4

3

1

0

6

.

3

3

1

0

6

.

2

1

1

0

6

.

2

7

1

0

6

.

1

4

1

0

6

.

3

1

1

0

5

.

8

7

1

0

5

.

6

0

105.62

105.60

105.52

1

0

4

.

9

6

1

0

4

.

9

5

1

0

5

.

0

5

106.31

106.33

1

0

6

.

2

5

1

0

6

.

3

7

1

0

6

.

2

9

1

0

6

.

5

2

1

0

6

.

3

8

1

0

6

.

5

0

105.83

105.83

1

0

5

.

9

2

1

0

5

.

7

9

1

0

5

.

8

2

105.79

10

5.7

1

10

5.7

2

1

0

5

.

8

5

1

0

4

.

8

2

104.69

1

0

4

.

5

6

1

0

4

.

5

6

1

0

4

.

5

7

1

0

4

.

5

3

1

0

4

.

8

5

1

0

4

.

8

6

1

0

4

.

9

2

pubelă

1

0

6

.

1

6

2

0

p

l

A

110

pl

C

A

s

A

s

A

s

A

s

A

s

A

s

A

s

A

s

As

As

A

s

As

1

0

5

.

7

5

10

5.8

7

1

0

5

.

6

0

1

0

5

.

3

3

1

0

5

.

6

4

1

0

5

.

4

8

1

0

5

.

4

6

1

0

5

.

5

5

1

0

5

.

7

4

1

0

5

.

3

6

1

0

5

.

2

7

1

0

5

.

3

9

1

0

4

.

8

7

105.69

1

0

5

.

8

9

1

0

5

.

2

0

1

0

5

.

2

8

105.03

1

0

5

.

1

4

1

0

4

.

8

5

1

0

4

.

8

5

1

0

4

.

9

9

1

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6

.

4

6

1

0

5

.

6

7

1

0

5

.

4

6

1

0

6

.

1

1

1

0

6

.

1

2

1

0

6

.

0

0

1

0

5

.

9

3

1

0

4

.

8

1

1

0

4

.

6

0

1

0

6

106

1

0

5

.

4

6

1

0

5

.

6

5

a

n

t

e

n

a

B

t

32

pl

160p

l

3

2

p

l

200

crm

n.f

1

6

0

p

l

1

0

4

.

9

7

105.12

20

pl

C

pl

110p

l

110

pl110

pl

1

1

0

p

l

150

pl

20

pl

20

pl

1

0

5

.

1

81

0

3

.

8

1

f

1

0

4

.

8

0

t

1

0

5

.

1

4

t

1

0

5

.

1

2

t

1

0

4

.

9

9

t

1

0

4

.

9

6

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1

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5

.

3

81

0

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5

1

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1

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4

.

8

5

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1

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.

9

3

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1

0

4

.

2

7

t

1

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4

.

8

0

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1

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.

7

1

1

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.

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1

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.

6

6

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1

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9

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1

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1

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.

5

5

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1

6

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7

4

1

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5

.

4

2

f

1

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5

.

8

8

t

1

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.

8

4

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5

.

6

2

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5

.

6

5

t

1

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5

.

3

5

t

1

0

4

.

8

8

t

1

0

4

.

4

8

t

1

0

6

.

0

8

t

1

0

6

.

0

1

t

1

0

5

.

9

4

t

1

0

5

.

0

5

t

1

0

5

.

5

0

t

1

0

5

.

1

8

c

1

0

3

.

2

1

t

1

0

4

.

5

2

t

1

0

4

.

0

8

t

1

0

5

.

1

9

t

1

0

5

.

2

3

c

1

0

4

.

2

6

t

1

0

4

.

2

7

t

1

0

4

.

6

0

t

1

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.

8

9

t

1

1

0

p

l

MN

MN

PN

1

0

5

.

6

6

1

0

5

.

6

7

1

0

5

.

1

8

1

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4

.

8

8

1

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.

8

6

1

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4

.

8

3

1

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.

9

0

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1

105.02

105.43

105.33

105.44

1

0

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.

4

6

1

0

5

.

5

7

1

0

5

.

4

6

1

0

5

.

6

0

105.42

105.61

1

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4

5

1

0

5

.

6

0

1

0

5

.

6

1

1

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3

4

1

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5

3

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4

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3

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3

8

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9

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9

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1

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9

8

1

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4

.

9

4

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4

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9

5

1

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4

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9

6

1

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5

.

4

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0

5

.

6

0

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0

5

.

8

9

1

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5

.

6

1

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.

5

9

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.

6

4

1

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.

4

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.

4

6

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.

8

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1

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.

3

11

0

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.

1

3

1

0

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.

2

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1

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.

1

3

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3

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0

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9

4

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2

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4

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4

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0

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1

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.

6

3

1

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.

1

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1

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5

.

2

4

105.60

1

0

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.

2

5

1

0

5

.

7

4

106.32

1

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.

3

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4

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4

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0

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.

2

3

1

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8

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.

0

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.

4

1

1

0

6

.

3

3

1

0

5

.

7

6

1

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9

6

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7

6

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9

6

1

0

5

.

1

4

1

0

5

.

3

7

1

0

5

.

1

2

105.60

105.88

105.53

105.69

1

0

4

.

9

1

1

0

5

.

3

3

1

0

5

.

1

1

1

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2

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3

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1

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0

6

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0

9

1

0

6

.

2

5

1

0

6

.

2

4

105.81

1

0

5

.

8

1

1

0

5

.

8

9

105.64

1

0

5

.

6

0

1

0

5

.

7

5

1

0

5

.

7

9

105.75

1

0

5

.

6

4

1

0

5

.

6

7

105.63

1

0

5

.

8

2

105.55

105.55

105.77

105.79

1

0

5

.

4

0

105.66

1

0

5

.

7

4

1

0

5

.

8

1

1

0

5

.

8

8

1

0

5

.

6

9

105.60

105.72

105.69

105.82

1

0

6

.

4

2

1

0

6

.

5

1

1

0

5

.

5

5

1

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.

5

2

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.

5

2

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.

5

1

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0

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.

2

6

1

0

5

.

2

4

1

0

5

.

2

1

1

0

5

.

3

7

105.50

105.44

1

0

5

.

5

3

1

0

5

.

5

4

1

0

6

.

1

8

1

0

6

.

1

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1

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.

3

2

1

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.

3

3

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.

5

6

1

0

6

.

5

6

1

0

5

.

8

6

1

0

5

.

9

3

105.83

105.96

1

0

5

.

9

5

1

0

5

.

9

2

1

0

5

.

6

4

105.71

105.58

1

0

5

.

5

8

105.53

105.66

1

0

5

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6

4

1

0

5

.

4

9

1

0

5

.

3

9

105.36

1

0

5

.

4

5

1

0

5

.

4

2

1

0

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.

6

0

105.49105.32

1

0

5

.

2

0

105.28

1

0

5

.

3

4

105.45

1

0

5

.

4

7

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4

7

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4

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2

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5

6

j

pdv 105.71

pdv 105.46

A

s

A

s

A

s

A

s

A

sA

s

A

s

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

t

B

tB

t

B

t

B

t

PL

PL

MN

MN

M

N

MN

Generatoare

Barbeque

1

0

4

.

8

7

j

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

D

l

MN

str. A

. M

ateevici

str. V

. L

up

u

str. G

.B

an

ulescu

B

od

on

i

Curb/ Bordura Type 1 БР 100x30x15

Pavement Type 1P

Sistem rutier Tip 1P

Sidewalk pavement Type 1T

Sistem rutier trotuar Tip 1T

Sidewalk pavement / Sistem rutier Trotuar

Sidewalk pavement Type 2T

Sistem rutier trotuar Tip 2T

Sidewalk pavement Type 3T

Sistem rutier trotuar Tip 3T

1

.

5

Boundary of rehabilitated sectors/

Limita sectoarelor reabilitate

Legenda:

Pavement Type 2P

Sistem rutier Tip 2P

Sidewalk Curb/ Bordura trotuar Type 2

БР 100x20x8

Curb type2

Bordura tip2

Curb type1

Bordura tip1

Curb type1

Bordura tip1

Curb type1

Bordura tip1

Curb type2

Bordura tip2

3.0

4.5

3

4.5

3

.

0

4

.

5

3.0

1.7

1.14

1.1.1

1.1.1

CoalaFaza Coli

Mod.Nr.sec.CoalaNr.doc. Semnat Data

04.20

6

SRL "VEAR DESIGN"

PE

Organizarea circulatiei rutiere

S 1:500

Sem

natu

ra si

dat

aSc

him

b In

v. N

r.In

v. N

r.Orig

.

Vilcinschi D.ISP

Elaborat 04.20

Vilcinschi D.

38/2020 - DA

Road Department

Compartiment Drumuri

Reconstruction of road structure in the parking lot on the territory ofthe US Embassy in Moldova

Reconstructia imbracamintei rutiere la parcarea pe teritoriulAmbasadei SUA in Moldova