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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
Rec
on
stru
ctia
imb
raca
min
tei r
uti
ere
la p
arca
rea
pe
teri
tori
ul
Am
bas
adei
SU
A in
Mo
ldo
va
List
a d
e c
anti
tati
№ c
rt.
De
nu
mir
ea
lu
cră
rilo
rU
nit
. d
e
ma
su
răC
an
tita
tea
No
tă
1C
ap
ito
lul
I.
Pre
găti
rea
Şa
nti
eru
lui
pen
tru
co
ns
tru
cţi
i
1.1
Ра
збивка
осей
км0
.30
1.2
Ра
збо
рка
сущ
еств
ую
щих б
орд
юр
ов 1
00
x3
0x1
5.
Погр
узк
а.Т
ранспо
рт
10км
. м
30
.90
1.3
Ра
збо
рка
сущ
еств
ую
щих б
орд
юр
ов 1
00
x2
0x8
. П
огр
узк
а.Т
ранспо
рт
10км
. м
30
.41
1.4
Ра
збо
рка
сущ
еств
ую
ще
го ц
ем
енто
бе
тонн
ого
по
кры
тия,
па
нд
усо
в и
др
.
По
гр
узк
а.Т
ра
нспо
рт
10км
м
31
1.6
1.5
Ра
збо
рка
сущ
еств
ую
ще
го а
сф
ал
ьто
бе
тонн
ого
по
кры
тия П
огр
узк
а.
Тр
анспо
рт
10км
м3
190
1.6
Ра
збо
рка
осно
ва
ния с
ущ
еств
ую
ще
й д
оро
жно
й о
де
жд
ы.
По
гр
узк
а.
Тра
нсп
орт
1км
м3
170
1.7
тож
е.
Погр
узк
а.
Тр
анспо
рт
10км
м3
119
1.8
Ра
зка
сущ
еств
ую
ще
го п
окр
ыти
я (
асф
ал
ьт
и б
ето
н)
м66
1.9
Дво
йна
я п
ер
еста
но
вка
тр
анспо
ртн
ых к
онте
йне
ро
в н
а т
ер
рито
рии п
ар
ковки
с
по
мо
щью
кр
ана
гр
узо
по
дъ
ем
но
сть
ю 1
0т
шт
4m
od1
2C
ap
ito
lul
2.
Te
ras
am
en
tul
2.1
Устр
ой
ств
о к
ор
ыта
2.1
.1Р
азр
аб
отк
а г
рунта
экс
кава
торо
м.
гр I
II г
руппы
. П
огр
узк
а э
кска
ва
торо
м.
Тр
анспо
рти
ровка
авто
тра
нспо
рто
м н
а р
ассто
яние
10
км
g-
1.8
6 т
/м3
м3
647
2.1
.2П
ла
нир
овка
ве
рха
зе
мл
яно
го п
ол
отн
а э
кска
ва
торо
мм
21848
2.1
.3Д
оупл
отн
ение
гр
унто
во
го о
сно
ва
ния н
а г
луб
ину 0
.2м
м3
370
3C
ap
ito
lul
3.
Îmb
răc
ăm
inte
a R
uti
eră
.
3.1
Tip
1
3.1
.1P
iatr
a s
pa
rta
din
sis
tem
ru
tier
exis
tent
h -
12 c
mм
3170
mo
d1
3.1
.2N
isip
. G
OS
T 8
73
6-9
3*
- h
- 1
0cm
м3
142
mo
d1
Rec
on
stru
ctia
imb
raca
min
tei r
uti
ere
la p
arca
rea
pe
teri
tori
ul
Am
bas
adei
SU
A in
Mo
ldo
va
№ c
rt.
De
nu
mir
ea
lu
cră
rilo
rU
nit
. d
e
ma
su
răC
an
tita
tea
No
tă
3.1
.3P
iatr
a s
pa
rta
fr,
20-4
0,
co
nfo
rm G
OS
T 8
26
7-9
3*
упл
от
не
ни
е п
осл
ойно
13
см
х 2
с
закл
инко
й в
ерхне
го
сл
оя м
ел
ким
щеб
не
м ф
р 0
-10.
h -
26 c
mм
21415
mo
d1
3.1
.4У
ст
рой
ст
во
вы
ра
вни
ваю
ще
го
сл
оя и
з пе
ско
-це
мент
но
й с
ме
си,
це
мент
125
кг/м
3,
h -
4 c
mм
21415
mo
d1
3.1
.5P
avaj vib
ro-p
resa
t C
ĂR
ĂM
IDĂ
20x1
0,
B3
0,
Btb
4.0
, G
1
h -
8cm
м2
1415
mo
d1
3.1
.6T
ip 2
3.1
.7У
ст
рой
ст
во
вы
ра
вни
ваю
ще
го
сл
оя и
з пе
ско
-це
мент
но
й с
ме
си,
це
мент
125
кг/м
3,
h -
4 c
mм
2433
3.1
.8P
avaj vib
ro-p
resa
t C
ĂR
ĂM
IDĂ
20x1
0,
B3
0,
Btb
4.0
, G
1
h -
8cm
м2
433
3.1
.9P
avaj vib
ro-p
resa
t P
AT
RA
T M
IC 1
0x1
0 r
osu (
pen
tru
ma
rca
j)
h -
8cm
м2
10
mo
d1
3.2
Bo
rdu
r
3.2
.1У
ст
рой
ст
во
бо
рдю
ра
Бр
10
0.3
0.1
5 н
а б
ет
оно
м о
сно
вани
и B
15 h
-10
cm
пм
88
3.2
.2У
ст
рой
ст
во
бо
рдю
ра
Бр
10
0.2
0.8
на
бе
то
но
м о
сно
вани
и B
15 h
-7cm
пм
114
3.3
Dre
naje
3.3
.1У
ст
рой
ст
во
до
жде
пр
ие
мны
х л
от
ков D
N1
00
, б
ет
он В
20 -
0,8
2m
3,
пм
5
3.3
.2П
еско
пр
ие
мни
к C
am
in c
ole
cto
r B
ET
OM
AX
DR
IVE
DN
100
H50
0пм
0.5
3.3
.3У
ст
рой
ст
во
тр
уб
ы T
ea
va P
VC
pen
tru
ca
na
liza
re e
xte
rio
ara
SN
4 d
11
0x3
,2
пм
4
3.3
.4У
ст
рой
ст
во
до
жде
пр
ие
мны
х л
от
ков R
igola
PO
LY
MA
X B
AS
IC D
N1
50
H21
7 c
u
grila
pla
stic б
ет
он В
20-0
,6m
3пм
4
4C
ap
ito
lul
4.
Co
ns
tru
cti
a a
rtif
icia
la-
-
5C
ap
ito
lul
5.
AC
CE
SO
RII
LE
ŞI
AM
EN
AJ
AR
EA
5.1
По
вы
ше
ни
е у
ро
вн
я с
ущ
еств
ую
щи
х к
ол
од
це
в.
бе
то
н B
25-0
.06
м3
/bu
c.
шт
32
5.2
Устр
ой
ств
о т
ро
туа
ро
в к
он
стр
укц
ии
Tip
1T
5.2
.1P
iatr
a s
pa
rta
fr,
20-4
0,
co
nfo
rm G
OS
T 8
26
7-9
3*
за
кли
нко
й
ме
лки
м щ
еб
не
м ф
р 0
-
10.
h -
10 c
m,
м2
159
.0
5.2
.2У
ст
рой
ст
во
вы
ра
вни
ваю
ще
го
сл
оя и
з пе
ско
-це
мент
но
й с
ме
си,
це
мент
125
кг/м
3,
h -
4 c
mм
21
59
.0
Rec
on
stru
ctia
imb
raca
min
tei r
uti
ere
la p
arca
rea
pe
teri
tori
ul
Am
bas
adei
SU
A in
Mo
ldo
va
№ c
rt.
De
nu
mir
ea
lu
cră
rilo
rU
nit
. d
e
ma
su
răC
an
tita
tea
No
tă
5.2
.3P
avaj vib
rop
resa
t A
NT
IC G
ri,
20x2
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
м2
159
5.2
.4P
avaj vib
rop
resa
t P
atr
at
Mic
Ro
su 1
0x1
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
9.5
5.2
.5M
em
bra
ne
b
-0.5
0m
м2
73.0
5.3
Устр
ой
ств
о т
ро
туа
ро
в к
он
стр
укц
ии
Tip
2T
5.3
.1У
ст
рой
ст
во
вы
ра
вни
ваю
ще
го
сл
оя и
з пе
ско
-це
мент
но
й с
ме
си,
це
мент
125
кг/м
3,
h -
4 c
mм
26
9.0
5.3
.2P
avaj vib
rop
resa
t A
NT
IC G
ri,
20x2
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
м2
69.0
5.3
.3P
avaj vib
rop
resa
t P
atr
at
Mic
Ro
su 1
0x1
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
м2
4.1
5.4
Устр
ой
ств
о т
ро
туа
ро
в к
он
стр
укц
ии
Tip
3T
5.4
.1N
isip
. G
OS
T 8
73
6-9
3*
- h
- 1
0cm
м3
9.7
5.4
.2P
iatr
a s
pa
rta
fr,
20-4
0,
co
nfo
rm G
OS
T 8
26
7-9
3*
с з
акл
инко
й в
ерхне
го
сл
оя
ме
лки
м щ
еб
не
м.
h -
15 c
m,
м2
65.0
5.4
.3У
ст
рой
ст
во
вы
ра
вни
ваю
ще
го
сл
оя и
з пе
ско
-це
мент
но
й с
ме
си,
це
мент
125
кг/м
3,
h -
4 c
mм
26
5.0
5.4
.4P
avaj vib
rop
resa
t A
NT
IC G
ri,
20x2
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
м2
65.0
5.4
.5P
avaj vib
rop
resa
t P
atr
at
Mic
Ro
su 1
0x1
0,
B2
5,
Btb
3.2
, G
3
h -
4.2
cm
м2
3.9
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
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s
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s
A
s
B
t
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B
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B
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B
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t
B
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PL
PL
MN
MN
M
N
MN
Generatoare
Barbeque
1
0
4
.
8
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D
l
D
l
D
l
D
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D
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MN
str. A
. M
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str. V
. L
up
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str. G
.B
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B
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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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110
pl
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A
s
A
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A
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A
s
A
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A
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A
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A
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pl
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1
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2
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6
0
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8
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1
1
0
p
l
MN
MN
PN
1
0
3
.
5
8
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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
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3
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2
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1
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6
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200
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110
pl
str.A
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ot50
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1
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5
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2
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5
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1
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1
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1
4
1
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6
5
1
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3
5
1
0
5
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1
2
105.28
1
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.
1
5
1
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5
.
0
9
1
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.
0
4
1
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8
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9
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9
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0
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7
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9
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8
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1
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9
4
1
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9
6
1
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4
.
9
2
104.94
1
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5
.
0
4
1
0
4
.
9
2
1
0
5
.
7
7
1
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5
.
8
5106.78
105.63
105.52
1
0
6
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2
6
1
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5
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9
7
10
5.8
7
1
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9
8
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9
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1
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1
7
1
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5
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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
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.
4
1
1
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6
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4
6
106.49
106.49
1
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5
1
1
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4
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1
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5
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1
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5
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9
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1
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9
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4
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3
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2
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1
4
1
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3
1
1
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8
7
1
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6
0
105.62
105.60
105.52
1
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4
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9
6
1
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9
5
1
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0
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106.31
106.33
1
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2
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3
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2
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1
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5
2
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5
0
105.83
105.83
1
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9
2
1
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7
9
1
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8
2
105.79
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5.7
1
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1
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8
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2
104.69
1
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5
6
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1
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1
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110
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6
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3
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6
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105.69
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105.03
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1
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0
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9
3
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8
1
1
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6
0
1
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106
1
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4
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n
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n
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t
32
pl
160p
l
3
2
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l
200
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1
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0
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l
1
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9
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105.12
20
pl
C
pl
110p
l
110
pl110
pl
1
1
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l
150
pl
20
pl
20
pl
1
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5
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1
81
0
3
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6
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6
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105.02
105.43
105.33
105.44
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105.42
105.61
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pdv 105.71
pdv 105.46
A
s
A
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A
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A
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B
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PL
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MN
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N
MN
Generatoare
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1
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8
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j
D
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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