I"'

\ 463.0

.·~ P19H=1-~6n 462.0 ~' P22 H = 1.25n CT~447.77 Cl' ~459.39 Crad.446.31 Cr::~d • 458.14 .• Crc~44lt.95

461.0 -r ere -458.12 L-1 m Strada Pacii L-2m P21 H=1.43rr

CT-457.91 ""'-, Crad-456.48 '"\'"·""'

P17 H = 1.291 Crc-456AO CT -446.03

460.0 - r- L-am ' '""'<'\" Ctad- 444.74 ~~-~>, Crc-444.41

I L-1.5m ··-~ <""''\-

459.0 - ., II

N '.

::::~ <~~· II

P18 H = 1.~4o ;r:q·~~ CT -445.20 ... :~ '-:'· II

Crad- 443.86 458.0 - crc-443.83 ~~";,_II L-25m I ' ~--·ll

' t< II 1'1):. 457.0 ~< ":·, -~~l ~ +;:1> p,., -,~",,,' I

'~t'J ' 38.1 ""'-;,~, II P15 H = 1,73 8.3 ':'.., ' ~ ""' J ~ 11 CT-44229 456.0 ' I "~': L II Crad-440.56 ' P13 H = 1.57rr

p20 H= 1.43n q,, ~.,, 'j.:\_ · L-3,5m C'f-441.15 i CT-452.21 Crad-439.58

455.0 i crad -450.78 54.4 "~ Crc-439.17 crc-450.76 L~2m P14 H •" 1.59rr I L-2m

' CT -440.80

i Crad- .!-39,21

454.0 i '

'~"~ Crc- 4~39.01 L-1.5Jll

··~\ I 453.0 '' II ! II .. "!J 452.0 I ~

• · II · >'"~~ ! 11 1 I -~,·II II ' 2m 0 I · ''!>. II 1

~ 451.0 ~

.. , -~>;.~ Jl 11 ' , 12.8 "·.H( 11

rz ' 1 ""~.:tf';tl 1m •l <! ·' . 'l: -:c.$:~6~

" 450.0 " I~ "' ' i 27.1 10m 20m A! Om 29.5 ;..

SCARA 1:1.000 449.0 ' ' ' '

I C. ref= 448.00 ( ' Jc. ref.= 437.00

~ ~ ~ ~ ~

~ 111 N.UMARUL PUNtT m m ~ 8 ~ ~ tl 0 0

COTA TEREII HAiURAL 461.91 .459.28 457.51 452.15 445.00 442.97 44Q.36 .. . ,.

COT.l.RAOIER 45!J.37 ~~~~ ~'!·'' 5 ,-18 ~~:~ t~~ 441.41 43$.61 440.96 .

A!IAUCIME:A CAM!IIULUI Z54 !:61 H! Ht ,:!! !:!~ 1.

·. .· .. ' OlllTMI'f£ PARJW.E (m) 36 19 51 I I 21 1: 35 ~l'GOM~Jj> ... · .. ; DISTAHfECUMULATE (1!1) :MO 376 395 446 508 529 564 ~ 0 .... _ ... _., .. ,. 1-.. ~

•, iJ \-\\U\'\0 ,.. PAtiTA I =34.44%. I I =66.8&%. I £=94.9%. I I= 95.32%:. I 1=71.!1%. I I= 67.14 %o 0 \"\'\0 ~f-.\.. * ....

' ' . "' \~s ~ MATERIALE St O!AMETRE Corn mica vi!tificata pe 250 mm!Coramica vitrifica!a Do 200 mm(raoordurl) * s?..\-· tJf <9~ . ......~\

.:_·C.Iu -~· -........:.___..:-·

NOTA 1: DOCUMENTE DE REFERINTA: • lnalnte de lnccparea lucrarllor de sapatura, pentru po:zarea retelelor de <:anallzare

se vor executa sapaturi de sondaj Ia capetele strazll pe latlmea acestora, Ia care vor TlnUPLANSA: NUMAR PI.ANSA: part1cipa sl emitentii de avize pentru rete!ete de conducte si cabluri subtarane in

vederea deplstarii si solutlonaril oventualelor lntersectii dintre acestea si reteaua de Mamorlu Tehnlc VEI!lFICATOR I NUME SEMflATURA CERIIITA REFERAT I EXPERTIZA HR./ DATA canalizara; Spoci!icatll pen!nl Executla Proloctulul Volumul3 Scctlunea 2 ~PERT REVIZIE ·In timpul executlal traseul conductQi precum sl pozlti!l exacta a caminehor de Specificatillucrarl constructii Volumul3 Secuunea 3

racord vorfi adapt.ate situatiei lntalnlte In teren. Spec~ica!il Jucrarl mscanlcc Volumul3 Sect!unea 4

Htr S.C. PRO HIDRO INSTAL S.R.L. PRiliECT: EXTINDEREA INFRASTUUCTURII DE CAHIU.IZARE IN PROIECT:

~ Transeea si pozarea conductelor S!l va executa confonn Specificatiilor iehnlce sl Plan Sltuatie Retea Cananzare 606 - H3.606 - H~. AGLOiiERAREA MOINESTI, JUDETUL BACAU 148/2012 desenelor tip BACAU AGLOMERAREA MOINESTI FAZA:

NOTA2: - RETEACI\NAUZARE PROIECTATA J 04/1502/2005 COMPAHIA REGIONALA DE APA BACAU S.A. Plh+CS+DE Clase si categorii de importanta --.. Jn conformltata ell STAS 4273·83 Constructll hldrotehnice, --~- ,-~----~ • CONOUC'fA RACORD Dn 200 mm EXECUTATA

AS BUILT HUMElE SEMHATilR Clasa de importaJlia Ill SCAR/\: TITtUL PI.AN$EI PlANS A: -.Jn conformltate eli Cod prolectare .sefsmlca P100-1·2006, ~--~~ - CONDUCIACANALIZAREDn 250mm EXECUTATA PROIECTAT IMG. BDNTAS ALWMDRU n 1--- 1 : 1000 Partea I C!adfrl1 Clasa de lmportanta sl cxpunore Ia cutremure: Ill

~ /](; ,/ 1:100 PROFIL LONGITUDINAL .. fn conformltata ct1 HG 766/1997, Categorla de lmportanta: c • CAMIN Di;VIZITARE EXECUTAT CONFORI~ CU DESENAT lNG. BDNTAS AlEXANDRU POST EXECUTIE H3 -In conformttata cu HG 925/1995, Ex!gontele de perfomlanta sunt: A1, 89, Is

R REALITATEA DIN VERIFICAT lNG. DOIHA FATOL 1.l. IL R STRADAPACII II - CAMIN 01:;: RACORD EXECUTAT TEREN

DATA: II 'EF PRDIECT SINS.ILIE BONTAS ~ 2015 u

D!II~CTOR SIHG.IUE 80NTAS £ l' {[ MOIHESTI· SUD • GOGP 3+6 I

~(

2m 0

~ 1m 12

<3 "' 10m 20m

463.0 -

462.0 --", ~P22H=1.25rr 459.39 -458,14 45812 m 461.0

460.0

459.0

458.0

457.0

456.0

455.0

454.0

453.0

452.0

451.0

450.0

Om lL!m-'"=====1 SCARA 1:1.000 449.0

l C. ref.= 448.00

NUMARUL PUNC::T

C:OTA TI:REU HAT\JRAL 4G1.91 459.28 . . .. ... . . ··.

COTARADIER

AD.o\t!CIMEA. CJ\MlNULIJ1 2.>4 .. .. . . . . .

P21 H = 1.43fl' CT -457.91 Grad- 456.48 Crc -456.40 L-am

457.51

lll D!STAHT£ PART!Al.E {m} " • 19

OISTAIIJU CUMULA'm (11\) 340 376 395

PANT A I =34.44%. I I = 66.8H• I

MAT!mi.U.E Sl OIAMEJil.E

51

I= 94.0 %o

\

P19 H"' 1.46rr CT~447.77 Crad. 446.31 Crc-44&.95 L-1 m

' ' _lc. rer.- 437.00

452.15 .... 450.3<1 449.58

:.·, 1.81 2.57

446

I= 95.32%.

Ccramlca vitrificata Pe 250 mm/Ccramlca Vltrificala De 200 mm(racorduli)

Strada Pacii

P18 H = 1.34, CT -445.20 Crad- 443.86 Crc-443,83 L-2.5m

~ ~

445.00

:r.!!~ " l:!i

508

21

I 1=71.Q'ho

' ~ m N u

442.97

. .. 441.41 44,0_.~6

~~~

529

~ f,

440-36

Jf;:1.,,61

uo

35 x,l'- COM.:;-,_ 564 .;::. 0/ ,... ~

I= 67.14 %o I !3 \-\\\)\'\0 .,.. o \'ti.O :1 f>.\.. * "' \~s "' * sq.\..-~ <:>~ .. ,..,.:::.\'/

'·C,it1. ?<'~'.·/ '"'-~

NOTA 1: -lnalnta de lncoporea lucrarilor de sapatura, pentru po:zarea retelelor de c:analizare 1D_O..:_:C_U_M_E_N_T_E_D_E_R_:E:.:F..:E::_R..:I.:.N:.:T.:.A..:: _____________ ~----I l-------l----------+------l------l--------·-------------1 se vor executa sapaturl de sondaj Ia capetela strazll pa fat! mea acestora, Ia care vor r TlnU PLAN SA:

WUME SEMilATURII CERI!ITA REFER/IT I EXPIRTIZA NR./ DATA partlcipa sl emitentii de avi:ze pentru retelele de conduc:te si cablurl subterane in ~~~~~~i~~~~~~~~~~~~~~~iiii~~~~ vederea deplstaril si solutionarii eventualelor lntersectll dintre acestea si reteaua de Mamorlu Tehnlc

canalizara; Specilicatli pentru ExecuUa Pro!octului 1---..,----..l..---------JL..------+--·----L--------------·-r-----l ~ In tJmpul executial traseul conduct!ll precum sl pozlthl exacta a caminelor do Specilicabi !ucrarl constructii racord vor fi adaptate situatiel intalnlte In teren. Spccilicatillucrari mccanlca - Transeea sl pozarea conductelor se va executa confonn Specificatillor iehnlce sf Plan Slluatle Retea Canalizare desenelor tip

NOTA2: C!ase si categoril de importanta .. Jn conformita1e ml STAS 4273-83 Constructll hldrotehnlce,

Clasa de importa11ta - In conformltate ell Cod prolactare SP.ismica P100~1 ~zoos,

Partea I Cladlrl1 clasa de Jmportanta sl expunore Ia cutremure: ., In confonnltate ctJ HG 766/1997, Categorfa de lmportanta: ., In conform!tato cu HG 925/1995, Exlgontele do perfomlanta sunt:

Ill

Ill c A1, 89,1s

R II II u

- RETEA CJ\NALIZARE PR01ECTATA

• CONDUCIA RACORD Dn 200 l'!'lm EXECUTATA

• CONDUCT A CANALIZARE On 250 mm EXECUTATA

~ CAMIN Dt=VJZJTARE EXECUTAT

- CAMJN Dt= RACORD EXECUTAT

S.C. PRO HIIJRO INSTAl S.R.L BACAU

J 04 I 1502/2005

HUMElE IHG. BOHTAS ALEXAHDRU

lNG. BO!ITAS ALEJU\NDRU

JHG. DDINA FATOL U · IL!./ SING.IUE BO!ITAS ')/ SING.IUE BONTAS

I

PROIECT: EI!TlNDEREAIHfRIISTGUGTURII DE GANALIZARE IH ~REA IIIOINESTI, JUDETUL BACAU

• ~ .ASLOMERIIREA MOIHESTI j ~S.C. COMPAMIA BEGIDNALA DE APA BACAU S.A.

SCAliA: TlnULPLA~EI 1 : 1000 1:100 PROFIL LONGITUDINAL

POST EXeCUTIE

DATA: STRADA P!\CII

2015 MOINESTI ·SUD - 606P

PROJECT: 148/2012

FPZA: Plh+CS+DE

PLAHSI\:

H3

3+6

445.0 --

444.0 - Strada Pacii

443.0 -P12 H = 1.27 CT ~439.05 P11 H = 1.37n P9 H=1.1Sm P10 H = 1.84

442.0 - Crad • 437,78 CT·438.93 CT -438.40 CT ·437.88 Cro-437.34 Crad-437.56 Crad. 437.21 Orad- 436.04 L-1.5m Crc-436.99 Crc-437.19 Crc-435.86 L-1.5m L·2m L-1 m 441.0 -

Subtraversare parau P8 H=Msm P4 H=2.1m cu colector canahzare 440.0 CT- 438.20 CT- 436.93 - Crad - 436.135 Crad- 434.83 Crc-436.10 Crc-434.20 in tub de protectie ' L-2.5m L-4m

439.0 - ' ..

' .,, I ~ P3 H=1.54o P2 H = 1.~60 ...... , ' I Jl " ••• -..,; I I • • CT- 436.65 P1 H = 1.73n CT-437.07

-..,;'-· .. jl II : •II ... Crad-435.11 Cmd -435.49 438.0 - ,-..,;, I I.Jijl 1 · Crc-435,00 CT -436.~9

Crc-435.45 "- .. ~-11 _· &:! 11 JJI• r Orad- 434.86 L-10.5m Crc-434.16 L-4m

. ·•~.\,. ' .· 111 11 II TT -·~f ·. ""Jill' II jl II .. . L-10m

--~; 437.0 - 23.2 'J::::t.~~JI•il jl 11_ I

\ ' 295 ~-tltlJ.q Jl . jl Jl • ;Ji · · · •• ~ 'tl" !:;jl Jl Jl I 1f: jf 436.0 .. - W4~ e:;-,:: .J : q II d •. ro 8.8 • '>;, J c· te I I It , I II ' (.)

"'""'·-II I . ii• I L c:: • 12.4 ., '-;;;ll:::-. . ~~ J.t1 t;L . ::l

435.0 - • ,~1 I' >...:] ~~, : ....!

P7' H=1.im P7 H=1.4m ·~ ~ ~ ro CT-437.71 CT- 437.63 ~"""" "0

434.0 - Ctad ~ 436.51 1Crnd·43623 I 3fit~~ y ro Crc~436.2:3 Cro-436.21 17 9 .,. '--'- '-L~5m L~2m • "'~ .. , -2m ' 21.1 ~~~,. (f)

0

?. 433.0 ----~---~ ::l - ""'l ---"-"'"'"'"""== P6 H = 1.22rr ~5 H=2.13o (.)

~ CT-437.<15

' r· 1m . Crad ~436.23 CT ·436.84 (l,) Crad-434.71 ' (.) 432.0 - Crc-436.20 Crc-434.04 n "' L-2.5m I' 10m 20m L-1.5m (l,)

Om I ~ SCARA 1:1.000 431.0 - ' 2 ;

' J_c. ref.= 430.00

' c:: • '

~ m

~ ~ § Q

~ NUMARULPUNCT m [J 0 N 1l 1l u

COTA TER£H riA ruRAL 440.36 438.51 437.68 436.31 436.38 436.67 437.38

. . . . · .. . ·., . ; ' •

COT.\RAOiat 436.61 436.69 435.09 433.29 433.02 432.87 ~~~ ... ' .. · ' . .: ·.

AOANCUdEA CAMIUULUl 1.75 "'' 2.59 '·'• '·'' 3.80 . ~;li

. . . . . . ...... . DISTA»fE PM. pAt£ {m) I 35 =r 24 i 36 14 I 26 I, 20

. ... ' .. ·. ' DISTAlfJE CUMUlATE (m) 564 599 623 659 673 699 719 . ' .. ' . " .

PAm' A 1=54.86~ I I= 66.67%. I !=50%! II~ "·"'"L I= 5.77%. I 1=4%:.

• ., .. .,

' . MA'rERIALE 51 DIM1ETRE Cllmmlca v!trilicata De 250 mm/Cerarn!ca vitrilicala De 200 mm{tacarduri) '

' . '

NOTA 1: ' nnr.L me: DE ITA: - lnalnto de lnccperea lucrarllor de sapatura, pentru po:zarea retelelor de c:anallzare

se vor executa sapaturl de sondaJ Ia capetete strazll pe latlmea acestora, Ia care vor . TITLU PlANSA: NUMAR PlANSAc ' participa si emitentii de avize pentru retelele de condut:te si cabluri subterane in

vederea depistaril sl solutionarii eventualelor lntersectli dintre acestea si reteaua de ~"'.:'''"'' VERIFICATOR I HUME SEM"ATURA CERINTA REFERAT I EXPERTlZA HR. I DATA canalizaro; ~~

I Vol"m"l31 XPERT REYIZIE - In tlmpul executlal traseul conductQJ pracum sl pozlti<l exacta a caminelor de

BJI, racord vor fi adaptate situatiel intalnlte in teren. ~ "''

Volum"l3: S.C. PRO HIDRO INSTAL S.R.L. PROIECT: EXTINDEREA tNFRASTRUCTURII D~ CANALIZA!IE IH PROJECT: - Transeea sl pozarea conductelor St't va executa conform Speciflcatllfor iehnlce sl 606- H2,606 • H1 AGLOMERI\IlEII MOINESTJ, JUDETUL BACAU 148/2012 desenelor tip BACAU

I ~:AGLOMERJI.REII MOINESTI FAZA: NOTA2: • RETEA CANALIZARE PROIECIATA J 04 I 1502 I 2005 COMPANIA REGIONALA DE APA BACAU SJI. Pth+CS+DE Clase si categorii de importanta

.~ ' ,

~In conrormltato ctl STAS 4273-83 Coostructll hldrotehr1lc~, ---- "-~-- CONDUCT A RACOP.O On ::wo rnm EXECUTt.TJ\

AS BUILT HUMELE St:MUi\Wf'J Clasa de lmportanta Ill ~CIIliJ\: . TlnUL PU\H~!I PIA~ SA: ~In confonnltate ct.l Cod prolectare selsmlca P100-1·2006, --·-----~--- - CONDUCT A CANAUZARE Dn ~50 mm EXECUTATA PRDIECTAT lNG. BONTAS ALEXAHDRU )_ 1 : 1000

Partea I Cladlri, Clasa de lmportanta sl expunere Ia cutremure: Ill

~ DES5NAT lNG. BONTAS AI.EXAHDRU ~16>;\ / 1:100 PROFIL LONGITUDINAL

-In confollllita1e cu HG 766/1997, Categoria de importanta: c • CM11N DE VIZITARE EXECUTAT CON FORt·1 CU POST EXECUTIE H4 ~ In confonnltata Cll HG 925/1995, Exigentole de perfonrtanta sunt: A1, 89,1s

I REALITATEA DIN VERIFICAT lNG. DDINA FATOL '.{{(/; u... STRADAPACII

" /)/ l/ DATA:

" - CAMJN DE RACORO EXECUTAT TEREN iEF PRDIECT $JNG.ILIE BDNTAS 2015 II --u I ll iT/ IIOINESTI· ~UD • OOGP 4+6 DlliECTOR SINB.ILIE BONTAS I

445.0 -

444.0 - Strada Pacii

443.0 --P12 H = 1.27rr

P11 H = 1.37n CT ~439.05 P9 H=1.19m P10H=1.84n 442.0 -- Grad -437,78 CT ·438.93 CT -438.40

Crc-437,a.t Crod- 437.56 CT-437.88 Crad-437.21 Crad • 435.04 L-1.5m Crc-436.99 Crc-437.19 Crc-435.86 L-1.5m L-2rn L-1 m

441.0 -Subtraversare parau \" ""'~ P4 H=2.1rn cu colector canahzare 440.0

CT- 438.20 CT • 436.93 - Crad -436.65 Crad- 434.83 Cro-436.10 Crc-434.20 in tub de protectie I L-2.5m L-4m

439.0 -- ~' i:

-.,'""'-..., ; , I Jl

~~~ P3 H=1.54 P2 H = 1.58rr

•• ,, • jl jl CT-436.65 P1 H = 1.73n CT -437.07 ,-- jl Grad- 435.11 Crad- 435.49 438.0 -- 0-::!';J.J jl , ttlj t r CT ·436.59

Crc-435.00 Grad- 434.86 Crc-435.45 '.! t.t·l I ~!It I ttl TT L-10.5m Crc-434.16 L-4m

~~~~. . L-10 m

--~· c-

"'f _;>,qltiolljl Jl ' 437.0 -- 23 2 ~""!"::: ~t·Tt tttt 1 ~, • \ . " "- ·tltJI jl Jl . Jljl 29.5 I;!;!!Jfj};~L t~~ : q 11 11 i '! [

1i·if i ro 436.0 - '-'-~-,J 1 t 1 11 It () •8.8 _.,_ c 'till it· it It,. I c: I """ iJ tj

,<

1 12.4 •• 'f• l~ 4i '! L.. it'lL ::J 435.0 -

, ~ \1 I ·--J IL!.;1 .....!

c~~] i

PT H=1.] P7 H=1.4m "", ~/>-- \\ \\ ' ro

CT- 437.71 CT-437.63 --~, 0, 1' d "0 Crad- 436.151 Crnd-436231/ ~1\ , ~ ,,

~ 434.0 - Crc-436.2:3 Crc-43621 17•9 """~,~ ~ i L-5m I ...... L-2m '"'~ (/) 2m ' 21.1 "-f, ---~ :: i 0

~ 433.0 - ::J PB H = 1.22n ~5 H=2.13n

- .• - ·"~'~ ()

~ CT -437.45 CT -436.84

. <l.) 1m Crad -436.23 Crad -434.71

0 432.0 -- Crc-436.20 Crc-434.04 ! I u "' L-2.5m • 10m 20m l,.-1.5m <l.) Om ' ' ' ~ . i

SCARA 1:1.QOO 431.0 - ' .fB lc. ref.= 430.00

I c: i . I '

~

~ ~ ~ ~ 8 13 NUMARULPUNCT m 0

N !l !l !l 0 0

con\ TEREtl NATURAL -140.36 438.51 437.68 436,31 436.38 436.67 437.38 ,, . .. . I •' '·'·

COTARADII':tt 438.61 436.69 435,09 433,29 433.02 432,87 4~1~ ,, .. '

AtiAtlCIMEA C"MIHUlUI 1.75 ''"' 2.59 '·"' '·" 3,80 j:!! ' .

DJSTAffTC PARTJALE {m) 35 II 24 \ 36 14 l 26 I' 20 ( ' '

.. DISTAN'J'E CUMtii.ATE {Ill) 564 599 623 "" 673 699 719 '

·''·' . '.,, ,, ' ,•. PANT A 1- 54.86%o I 1-66,67%. I t=50'1n 11=20.77 .. 1 l = 5,77'k> I 1=4'f..:. I ' '>' ' . . ,

' MATERIALE Sl DIM!IITRE Ceramlca v1trllicola Do 250 mm/CeraJ11iCO vltrificata De 200 mm(racortlurl} '

' . ' NOTA 1:

DOCUMENTE DE REFERINTA: -lnalnte de lnceperea lucrarllor de snpatura, pentru p0$area retelelor de c:anallzare se vor executa sarlaturl de sondaj Ia capetete strazll pe latlmoa acestora, Ia care vor i

TITLU PLANSA: NUMAR PI.ANSA: partlcipa si emitentil de avize pentru retelele de conduc.te si cabluri subterane in Mamariu Tehnic VERIFJCATOR I HUME SEM~ATURA CERINTA REFERAT I EXPERTIZA NR./ DATA vederea depistarii sl solutionarii eventualelor intersectii dintre acestea si reteaua de

:XPERT REVIZIE canalizara; Spaciilca\U pentru Execulia Pro!octulul Vo1umu13 Sectiunea 2 wIn tlmpul executlel traseul conductQJ pracum sl poziti;l.OJ<acta a camlnelor de SpociJlcatilluctari constructl1 Volumul3 Sectiunea 3 racord vor fi adaptate situatiei intalnlte in teren. SpecillcaUl !ucrarl mocanico Votumu13 Scctiunea 4

r~I:lh S.C. PRO HIDRO INSTAL S.R.L. PROJECT: EXIIMDEREA JNFRASTRUCTURII DE CA!illi.IZAIIE IN PROJECT; w Transeea sl pozarea conductelor s~ va executa conform Speciflcatillor iehnlco sl Plan Sltuatie Retea Canalizaro 506- H2.606- Hi AGLOMERAREA MOINESTI, JUDETUL BACAU 148/2012 desenelor tlp BACAU • ~:AGLOMERAREA MOINESTI FKLA:

NOTA2: • RETEA CANALIZARE PR01EC1ATA J 04 I 1502/2005 COMPAMIA REGIONALA DE APA BACAU S.A. Plh+GS+OE Clase si categorii de importanta

'"'. ,J,;

jAs BUILT -In conform!tate <:ll STAS 4273-33 Constructll hldrotah1lice, ·----- --~~ COtlDUCTA RACORD Dn ~00 mm E.":EClfTATJI. NUMElE SEmiiiiTUruy Clasa de lmporta11ta Ill SCAliA: . TITLUL PI.!\N~EI PLANS!\: ~In conformltate ell Cod prolectare s~ismlca P100R1-20tl6,

--~-~- • CONDUCTA CANAUZARE On ;!50 mm EXECUTATA PROJECT AT iNG. BOHTAS ALEXAllDRU )_ 1:1000 Partea 1 Cladlrl, clasa de lmportanta sl expunero Ia cutremura: Ill

~ DES!NAT lNG. BONTAS ALEXAllORU ~~I / 1:108 PROFIL LONGITUDINAL

.. Jn confonnftafe ctt HG 766/1997, Catagoria de importa11ta: c • CAMJN DE VIZITARE EXECUTAT I CONF0Ri'1 cu POST EX!;:CUTIE H4 , In eonfonnltafe cu HG 92511995, Exlgentolo da perfom1anta sunt: A1, B9,1s REALITATEA D!N VERIFJCAT IMG. OOINA FATOL }f.((J: L STRADAP.iiCII

R DATil: II • CAMJN DE RACORO EXECUTAT TEREN $EF PROIECT SIHG.ILIE BOHTAS I II I v 2015 II u

DI!IEGTOR ( II!! I!OINESTI ·SUD - GDGP 4+6 SING. !liE BONTAS I

463.0 r P60 H =2.le~ I CT·453.31 Strada Pacii I Cmd-451.1!5 462.0

*"I Cro-450.55 l-1.5m

'"· I

(

461.0 - -I rr P62 H=1.3m P61H=1.8m

CT-452.11 Cl-449.77 I Crn.d -450.81 Crnd- 448.25

P53 I~= 1.39n .

II ere- 448.86 Crc-448.14 '~- P67 H: 1.26r 460.0 - , ~ CT-A58.05 -- II L-9 m L-1,5m .. CT -439.54

I Crad- 456.66

,q }\ Crad - 438.26

- I ~'3!5663 P55H=1.5m Crc-438.22 - ' L-4m

459.0 I 11 CT ·457.35 ~: ~$"\ 'Ff p!)S H=1.6m cratl- 455.85 """' 'H

I l II , ere- 455.26 .,"". ""~,,. II C'T -448 27

· "".., I crad- 446.07 ~:.,~ II crc-445.58 ;'-, lj L-1.5m

458.0 . >.)1 . )---• !; L.0 /I P59 H= 1.42IT

~"'~y II ' L~3m

I .,""'""' .. ll ' II r< ··- 1 II CT -454.25 ,,,. ". ~ -~ 457.0 :··<:.,{:\1 ill , Cmd~452.83

~II' - '•'; '·, •II II ere- .152.81 :: "',ll f P64 H =2.41rr P68 H = 2.Q6rr

·, \jIll i L-Uim 1

CT -436,31 37.3 ~-

CT-447,68 I Crad- 434,25 ··,c:~lli "~· Crad- 445.27 . t'~

('\ 'x Crc-445.14 '. Crc-434.22

456.0 ~ll i L-4m

~~~J 49.0 ·'v II.., L-1m • .. ' I _1.·-- ! II iP\, P66H-2.0

455.0 I ""'· CT- 444.68

9.3 "-:..: • B II I 1 Crad-442;~ ., ' --> ~" f-11 II, Crc-442.58

.

' < "'""'

'~- j\; ~,, .. rfr. . ~' I " ' 454.0 , 1 11 ~. . I --.,:::--<; ,, I ' ~, :II j ·-.. ,':::x 11 ' ~"'" ,.l,l

14.0 ' . ' ~ I I

453.0 ., ·~,l I '•\\. , I ! '''ll ' :t.- 18.6 ··x,. 1 N '• ·b '-/;] 11' !; ~i~· 452.0 - ~ !

,, i II ·i; ,,

' 11 28.3 -~ • ~1:,;11 .. ' :1 ' 2m

"': ~~-1-0 I '~j " 451.0 - r- : ".,_::::,_

" -~. :!: 1m ;\>; ' ' 13 450.0 I .. , ,,

"' "' 10m 2qm .-, ~ om

SCARA 1:1.000 449.0 i I

i ' I c. ref.=M8.00

I i ' ! li J C. ref."' 440.00 '

1

lo. ' l .. ref.= 430.00

NUMARULPfJNCT ~ N ;g ~

~ ro ;i ~ ;[, ~ ill ~

~ M ~ ~ ~

0. 8 M

" M 8 M M 13 " " " " Con\ ttREII NATURJ\1. 462.89 460.01 459.24 458.30 458.09 456.12 454.11 449.20 446.65 444.39 439.21 434.48

·:/. ;j -~-- :; -, . ' "' . I • ,, .... . ' ·'" . .

cor,J; RAtllER 461.34 458.40 457.56 456.77 ~U6 453.63 lll:W lf·77 444.34 441.83 437.79 l~l:i1 ,,6.~1 443.60 440.7.<! 436.52 . · . '. · . . : . !O -,

' ' P<>' ),-) ;, ,-, • ;; I'

AOA.NCIMEAc.!.MIUU!-111 1.55 1.61 1.68 1.53 H& ~49 2.18 l:!~ 2.31 g:~ liY l:l1 2.94 ~-95 -- ;.c. ' ' ' . ' • '. D!STAHfEPAR'JlALE {m) I 34 i • I ~, I 16 T' !

33 . 23 ! 55 27 ! " I 44 44 ' "''" ..... ., . . '

DISTAH'JECUMULA'fl! {m) 0 34 45 61 68 0 33 56 111 "' 161 205 "' '"·'<1" ,\. l -~'· ' ..

• '

""'" I I- 86.47 %o f1=7f!.~6'4 1=49.38%. !f81.4~%o I =68.?9%. I I -73.91%. I j-61.82%. l 1-95.19%. I i"'7£!.96%> I 1 = 66.59 'k I 1"'61.36%. I o,l ' . . .. I I ! .

MATERJALE S1 D!AA!EfRE Ctlromlca vitri!icata Dc Z50 mm!Ccromlca v!trin~ta Do 200 mm(rnCorchJri) ' ~.

' 1 -:> -,,: ---_ '

. :.~·'< ' NOTA1: • lnalnte de lnceperea lucrarllor de sa.patura, pentru po;tarea retelelor de c:anallzare DOCUMENTE DE REFERINTA: -;II'•

se vor executa sapaturl de sondaj Ia capetele strazii pe latimea acestora, Ia care vor TITLU P1ANSA: NUMAR PLANSA: particlpa si emitentii de avize pentru retelele de condut:le si cabluri subterane in Memoriu Tehnlc VERIFICATOR I NUME SEMiiATURA CERI!ITA REFERAT I EXPERTIZA HR./ DATA vederea deplstarll sl solutionarii eventualelor lntersectli dlntre acestea si reteaua de

canallzare; Spccitlcatil pantru Execulla Proloctulul Volumul3 SocUuoca 2 XPERT REVIZIE ~In timpul executhll traseul conductQI pracum sl pozltitl exacta a caminelor de Spcclt1cab1lucrari constnlctii Vo!umul3 SectiUJ1ea 3

racord vor fi adaptate situatiellntalnlte In teren. Speclticatii lucrari mecaniro Volumul3 Sectiunea 4

F\[t S.C. PRO HIDRO INSTAL S.R.l • PHOioCT: EXliNDEREA !NFRASTRUCTURII De GAHA!.IZAHE IH PROJECT: .. Transeea sl pozaraa conductelor se va executa confonn Speclficatillor tehnlce sl Plan Situa!ie Retea canallzarG 606-H8,606-H7,605-H6,606-H5 AGLOMEI!AREA MOINESTI, JUDETUL BACAU 148/2012 desenelor tip BACAU I ~:AGLOMERAREJI MOIHESTI F/lZA:

NOTA2: ~ RETEACANALJZARE PRDIECTATA J 04 I 1502 I 2005 COMPANIA REGIOMI\I.A DE APA BACAU S.A. P!h+CS+DE Clase si categorii de importanta ~In conformltato ctJ STAS 4273-83 Constructli hldroteh!1ice,

~~~-~~~--~"'-~- " - CONDUCT A R.~.COP.D Dn 200 rnm EXECUTATA

AS BUILT HUMELE SEMP.ATU!1 Clasa do importaota Ill SCAM: TITLUL PlAN$EI PlAN SA: ~In confonnltate ctJ Cod prolectare s~lsmfca P100·1·2006, ~ CONDUCT A CANALlZARE On 250 mm EXECUTATA PROIECTAT lNG, BOMTAS ALEJ!AliDRU (/ 1: 1000 Partea I Cladlri, Ciasa de lmportanta. sl expunero Ia cut:remure: Ill

~ INS. BOHTAS ALEJ!AliDRU /. ~ / 1:100 PROFIL LONGITUDINAL

•In conformltate c\1 HG 766/1997, Categoria de lmportaota: c • CAM IN DE VI ZIT ARE EXECUTAT CONFOR~l CU DESENAT POST EXeCUTIE H5 'In conformltato ctt HG 925/1995, Exlgent&la da p-arformanta sunt: A1, 89, Is REAUTATEA DIN IIERIFICAT lNG. DDIMAFATOL ' ;.&/ /iJ . ./J STRAOAPACII

R DATA: II - CAMIN DE RACORD EXECUTAT TEREN ~EF PROJECT SING, ILIE BONTAS lr ( / 2015 II u

( II rr MOIMESTI- $UD • 606P 5 ' 6 DIB<CTOR SING. IUE BONTAS

2m

1m

10m

463.0

461.0 -

460.0 -

459.0

458.0 -

457.0

456.0

455.0

454.0

453.0 -

452.0 -

451.0

450.0 20m

P56H=1.5m CT • 457.35 Crati • 455.85 ere- 455.26 L-1.5m

.-----,1· P59 H = 1.42rr : CT -454.25 ' Crad ,452.83 ; Crc-AS2.81 L-Uim

"'·

~~o-~;;~~e~ Crad-451.1!i Crc-450.55 L-1.5m

Strada Pacii

,----,r~--.

l ' '

P67 H = 1.281 CT-439.54 Orad- 438.26 Crc-438.22 L-4m

;'I

P68 H = 2.06rr CT -436,31 Grad -434.25 Crc-434.2:2 L-4m

om l!lss-1=!=~ SCARA 1:1.000 449.0

I c. ref.= 4<18.00

NUMARULPI.INCT

COTA TEREUNATURIJ. 462.89 460.01 459.24 458.30 458.09

,' " . ' ' , , , : ' ,· .·.

COT.l.RADIER 161.34 458.40 457.56 456.77 ~:~6

·' · .. ·•. ·: ADANCIMEA cAMIWJJ.UI 1.55 1.61 1.66 1., H! c,:,. •·< ,,, ., ', .·.· :

DISTMf{CPNqW.E (m)

I C. r f."' 440.00

456.12 454.11

453,63

·•·

449.20

441.77 446.91 \''

H~

446.65

,:,!' 2.31 ~·9~

444.39

.,. 441.83 440.7~

let mf.=430.00

439.21

437.79 436.52

434.48

l:~

44 ....... - ,,.. . I 34 · r I · " J2J " ! " cc----.55.-·------.:'rl----;;,,.7 --'-!('-' --,,,--,1,---: ~,~,,~.~~~cu~.~.u~re~.~~=-~~~--+--·-ok-----~----~~--34~~--.~,,_---~ s1 ,,,,,~----~--------,~~--~---2--~ssr-------------~------------~11,,------~----,1~w.-----~--~1orr1_J _______________ ~----,m,,~--------------~----,,,b.-----------l

'i'i-;', 'l.tCt '" ,.1 _• __ :

I I"' 76.:16 '4 I"' 49.38 %o I~ 51.4~%.

. ' 1=7a.s1%o 1

! I I

! J:ss.1sc:":__--+ 1 ___ .:,1•_7:::':.:·'::.'""'---LI-,-___ .c>c:=::":::.s:::''-'""------_J--------'''-=c:•c:1.3:.:':.:":_-..,....:cc..l:l.· _________ --j

.••.. ··· i · ... i- 85.47 %<, ... ,

I =68.1"9%o 1=61.82'1... .. · MI\TERlM.e Sl D!Mit:Trui , I Corom!ca vitrlficata De 250 mm/Ccrnm!ca vltrifitotn Do 200 mm(rn0otdt.1!1) .. ··.···I,

lr

NOTA 1: UMENTE DE RE .<!1· ·lnalnte de lnceperea lucrarilor de sapatura, perrtru po:zarea retelelor de c:anallzare 1-D=O-,C:-:::-.,-,::-:-------F-E_R_I_N_T_A_: ________________ ~~-------------j 1------------f-----------------+------------f-----------+----------------~-'··;:,· =---------------1 so vor executa sapaturl de sondaj Ia capatele strazll pe latimea acestora, Ia care vor TITLU PlANSA: NUMAR PLAN SA:

vederea deplstaril si solutionarii eventualelor lntersectli dlntre acestea si reteaua de Memoriu Tehnlc: !"ERFTICRAETVOIRZIIE NUME SEMNATUII!I CEAIIITA REFERAT I EXPERTIZA HR./ DATA participa si emitentii de avize pentru retelele de condu~te sl cabluri subterana in ~~~~~~~~~~~~~~~~~~~~~~~~i~~~~~ ER\ canalizare: Spoci11catn pantru Exacutla Prolectu1ul Volumul3 Socliu(loa 2 ;.an

-In timpul executit31 traseul conduct()] pracum sl pozltlil exacta a camlnelor de SpecilkaUllucrarl construcm Volumu13 Sectiunea 3 l--..,-,-----1.-------------..l..----------l-------l---------------.,.-----l racord vorfi adaptate situatiel lntalnlte In teren. SpeottloaWiu""" meoanlro Votomoi3S,.uonea4 r "' c PRO HI DR "' Al L PROIEF.r, EXTIHDEREA !NFRASYRUCTURII DE CAHAL\ZARE IH PROJECT: - Transeea sl pozaroa conductelor SE'l va executa conform Speclflcatlllor iehnlce sl Plan Situatie Retea Canalizaro 606-H8,606-H7,608-H6,606-H5 l"[l 0 • • 0 IN.::~ T S.R. · mncnn BACAU 148/2012

desenelortip . "' BACAU '~-'AGLOMEII!IREAMOINESTI FAZA: NOTA2: _ • RETEACANI\LIZARE PROIECTATA · J 04 I 1502 I 2005 COMPAHIA REG\ONAI.A DEAPA BACAU S.A. Plh+CS+DE Class si categorii de Jmportanta ~In conformltata etl STAS 4273..S3 Constructli hldrotehnlce,

Clasa de importatlfa .. Jn confonnltate ciA Cod prolectare SJ3ismlca P1 00~1·2006,

Partea I Cladlrf, Clasa de lmportanta sf expunero Ia cutremure: ~In confonnltate c11 HG 765/1997, Categotia de lmportanta: ~In confonnltato ctJ HG 925/1995, Exlgentalo de performanta sunt:

Ill

Ill c A1, 89, Is ~

" " " u

- CONQUCTA FV\COP.D Dn 200 mm EXECUTATA

- CONOUCTACANAliZAREDn250 mm EXECUTATA

• CAM1NDEV1ZITAREEXECUTAT

• CAMIN DE P.ACORD EXECUTAT

AS BUILT CONFOR~1 CU

REI\LITATEA DIN TEREN

PGOIECTAT

DESlNAT

VEIUFICAT

~!iFPRDIECT

HUMELE IHG. BONTAS ALEJWiDRU (/ lNG. BOHTAS ALEXAIIDRU

IHG. DOINA FATOL

SING.ILIE BONTAS

SIHG.ILIE BOUT AS I II rr: I

SCARA: 1 : 1000

1:1!10

DATA: 2015

TITLUL PI.AN~EI PROFIL LONGITUDINAL

POST EXECUTIE STRADA PAC!\

PJIOINESTI· SUD- GDGP

PWSA:

H5

435.0

l.

"" P70 H = 1.34

P63 H"" 1.68 CT·425.71 CT··424.01

434.0

~ Grad- 425.37

crati- 422.33 Crc-424.67 L-4.5m Crc-421.38

L-~m

433.0 .. 1.~

f'~,~ P71 H =-1.32n

Strada Pacii CT- 424.49

P73 H =1.27n .··

Crad- 423.17 P72 H=1.8m Crc-423.14 CT -423.90 CT -423.16

432.0 - l·2.5m Crod -422.63 Crad- 421.36 P69H=1.81rr crc-422.33 Crc-420,86 CT ·429.11

~\ L-4m L -1.5 m

Grad- 427.50 431.0 Crc-427.48

P74 H = 2.25n L-2.5m

.... ~. CT-422.29

r Crad- 420.04

430.0 21.4 Crc-420.01 • .. II f ., L-3m . II 11.!1•

~ Ul 11.11' P75 H = 1.39n 429.0 I;.J. 1[11: II

J...vl·lf II CT -421,02 Crad-419.63

.::: ·.'~II Crc-419.60

428.0 ,::>-, "r . II L-3m

<~~ tl P76 H=1.47]

r;::~~ .• II CT-419.99 ).: ·I tl ~') Crnd·418.5~

427.0 '"'\\ 'tl Crc-417.60

53.6 13.8 • ..• , 11 L-4.5m

20.6 • ~:~·::S:J P77H=1.4m

It · )( CT-418.39 •• It Cmd-41699 P78 H = 1.63rr 426.0 ' ""··,, : ~II : TI Crc-416.44 CT-418.28

~-....:;\'~~~ II L-3m Grad- 416.65

Crc-416.26

425.0 ~';,~ It L-am .

• "';,', It : o; ' It II

424.0 ' l-;::,.~' 111"1' ; 11 I

! ~ .,, II II

2m

~ 12.8 ·~,:.:~,till I .

423.0 ; ·~:>•·~

1m <?. ~" <3 }'' 422.0 32.1 ""-,;..," "'

,,,,.,., .: 10m 20m ! 35.2 ~.,.,_ ,,,

Om -,"'~:~"'v~, SCARA 1:1.000 421.0 ; ~0~

lc.rnf.- 420.00 i

] C. ref." 414.00 i ' .

~ M :e § ~ 1:: NUMARUL PUNCT w ~ M M M 5 M 0 0 0 0

COT A. TERE/f NATURAl. 434.46 428.01 424.713 422.06 420.69 416.63

' ' . •;• ' ' .. '·' ' corA RAlliER ljUl 426.64

425.91 422.44 419.76 418.36 414.84

' ' . ·.

ADAHCIMEACAFA!!!OLUI i:i1 . 2:16 ' . ''•' ·.· .. .... DISTNfJE PJ\RllALE (mJ 64

\ I 60 T 35 15 59 I_ · .. "·> . ' .• . D!STAN'[E CUMULATE (fn) 249 313 373 408 423 4a2

·"'" .. ·.·.' ' ' ' r::,1€.T A r124 PANT A 1=80.78%:. I 1=57,83%. I 1=76.57%, r 1-93.33%. 1 =59.66%. ,o 0

..... ' ·.• ' ,' * ~'·· ~ ; ' .,ho-y, "' MATEIUALE !ll DIAMETR!l: Ceram!ca Vitrlllcala De 250 m'TliCcramlca vllrificata Do 200 mm(racorduri) ' ,.. ~" ~ :n

" "Jo $l () ~ ~-" ·'l< . 0 ~ ' ~:, ~'# ¥..,

1 :--~~-\

NOTA 1: DOCUMENTE DE REFERINTA: • lnalnte de Jnceperea lucrarllor de snpatura, pentru po:tarea retelelor de canallzare

se vor executa sapaturl de sondaj Ia capetele strazil pe latlmea acestora, Ia care vor TITLU PLANSA: NUMAR PLANSA: partlcipa sl emitentli de avize pentru retelele de condu<=te sl cabluri subterane in vederea dcpistaril sl solutlonarii eventualelor intersectli dintre acestea si reteaua de Memoriu Tehnlc ~~RIFICATOR I NUME S!M~ATURJ\ CERI!ITA REFERJ\T I EXPERTIZA HR./ DATA canallzaro; SpocilicaUi pcntru Exccu!la Proloctulul Volumur 3 Soc9unca 2 PERT REVIZIE ~In tlmpul oxecutlol traseul conductol precum sl pozltltl exacta a camlnelor de Specilicali! tucrarl constructil Volumul3 Secliu(lea 3

fH'L racord vor fl adap~te sltuatiellntalnite In teren. Speci!icatil [ucrarl macanice Volumul3 Sec'Ju(lea 4 S.C. PRO Hll.lRO INSTAL S.R.L PROIECT: EX!INDEREA !HFilJ\STllUCTURII DE CANALIZA!IE 1H PROIECT: ~ Transeea sl pozarea conductelor se va executa conform Spaclflcatlllor iehnlco sl Plan SiluaUo Retea Canalizare 600 ~ H9, 606 ~ HS AGLOMERJ\l!EA MOINESTI, JUDETUL BACAU 148/2012 desenelor tlp BACAU AAIPW!AME!IT: AGLOMERJ\REA MOINESTI FAZA:

NOTA2: J 04 I 1502 I 2005 BENEFICIAl!: S.C. COMPANIA REGIONIII.A DE APA BAGAU S.A. Pth+CS+DE C!ase si categorii de importanta • RETEA CANALIZARE PROIECTATA

•In confcmnitate ell STAS 4273--83 Constructii hidrotehrlice, r-·-~

SEMIIAT!illA -----------

Clasa de fmportarlta Ill -·-,~-., ______ ~ CONDUCT A RACORD Dn 200 mm EXECUTATA

lAS BUILT NUMELE

SC/IIlJ\: ~In conformltate c1..1 Cod prolectare s~alsmlca P100-1 .. 2006, PROIECTAT lNG. BONTAS ALEXAilDRU ""' 1: 101!0

TITLUL PI.AN~EI PLI\NSA:

Part.aa I CladirJ, Clasa de Jmportanta sl expunere Ia cutremure: Ill ·--~~-- • CONDUCT A CANALJZARE On 250 mm EXECUTATA PROFIL LONGITUDINAL ~In conforrnltate ell HG 766/1997, Catagorla de lmportar1ta: c

~ i - DES!;NAT lNG. BONTAS ALEXAilDRU JS<91. 1/ 1:100

POST EXECUTIE H6 ~In confonnltatG cl.f HG 925/1995, Exlgsntcle do porfom'tanta sunt: A1, 89, Is ·GAMIN DEVJZITARE EXECUTAT CONFORI'l CU VERIFICAT . //1 ;(:i!t(_ STRADAPACII

l REAUTATEA DIN JHG. DOINA FATOL DATA: A 'EFPRDIECT ;I()/ II • CAMIN DE R.ACORD EXECUTAT TEREN SING.IUE BONTAS 2015

II " u Dlli~G'I1lR SIHG.IUE BONTAS ( Ul MOIUESTI· {;UD- GOSP 6+6 ./

(

2m

1m

Om

435.0

434.0 -

433.0 -

432.0

431.0

430.0

429.0

428.0

427.0 -

426.0 +

425.0 +

424.0

0

~ 423.0

<? <3 422.0 "' 10m 20m

SCARA 1:1.000 421.0

I c. rnf.= 420.00

NUMARUL PUtJGT

COT .I. TEREH HATURAL

., .... ; . COT.\. RADlER

AOANCIMEA. CAA!!UU\.UI

·. ····· ...

434.48 426.01

.. 426.64 425.91

; .. ;

[C. ref.- 414.00

424.713

422.44

•. 35

P63 H"" 1.68n CT .•424.01 Craf:l· 422.33 crc~421.36 L-~m

P72H=1.8m CT-423.16 Crad-421,36 Crc-420.85 L-1.5m

P74 H = 2.25rr CT-422.29 Crad- 420.04 Crc-420.01 L-3m

P75 H= 1.39,. CT -421,02··· Crad-419,63 Crc-419.60 L-3 m

; ~ ~ ~ 5 i3

422.00 420.89

. .. 419.76 418.36

. <.00

15

Strada Pacii

59

P78 H= 1.63n CT-418.28 Crad-416.65 Crc-416.26 L-3m

416.83

414.84

408 423

~~~~~~~-~~): 64 1 so : 1 ro,~,~~~~~'~mw,~~IT~,~~.-----t------,.~~,-------------------------------·"''~,-----------------------------~~,,ffi,-----------------.6s---~~~~--------------------.--------•,4~a2,----i .. _,,, ..... ,. '"'" 1=80.78%. I 1=57.83%. I 1=76.57 %o 1 ,.,,,.,. 1 I =59,66%.

MATERIAl.E Sl D!A1!ETRE ~~--~.·~·~·-------1-----~---------------------l.-------------~··----------~------~·------------------~---------------,'-r---~

Coram lea Vf!rlllcata Do 250 mm!Coramlca vltrificata D& 200 mm(racordurl) I

l ·,

NOTA 1: ~ lnalnte de lnceperea lucrarllor de snpatura, pentru po:tarea retelelor de eanallzare ,o __ o_c_u::-M::-E-::N::-T_E_D_E __ R_E_F_E_R_I_N_T_A_: ______________________________ --1 1------------j.----------------+------------t---------+-------------------------·-----------j se vor executa sapaturl de sondaj Ia capetele strazll pe latlmea acestora, Ia care vor r TJTLU PLA.NSA: NUMAR PlANSA:

HUME SEM~ATURA CERINTA REFEilAT I EXPERTIZA HR. I DATA partlclpa sl emitentli de avize pentru retelele de condu<!le sl cabluri subterane In ~~~~~i~~~~~~~~~~~~~~~~~~~~~~~~ vederea depistarii si solutionarii eventuate lor lntersectli dintre acestea si reteaua de Memoriu Tehnlc

canallzaro; Specilicatil pentru ExecuUa ProiectuluJ Vo!umul3 SccUunea 2 I--------1.---------1-------I-------L--------------r----l ·In ttmpul executitll traseul conductQJ pre cum sl pozitlts exacta a caminelor de Specilicalff rucrarl constructil Votumul 3 Soctiunea 3 racord vor fl adapfate situatiellntalnite In teren. Speci(.catillucratl rnecanico Volumul3 Sec!iunea 4 • Transeea sl pozarea conductelor s~ va executa conform Speclflcatlllor iehnlco sl Plan SituaUa Retea Canalizare 606- H9, 606- HB dasenalor tfp

NOTA2: Clase si categorii de importanta ~In confonnitate ell STAS 4273..03 Constructll hidrotehtli.ce,

Clasa de lmportar\ta A In conformltate cu Cod prolectare salsmlca P100·1·2006,

Partea I Cladlrl, Ciasa de lmportanta. sl expunere Ia cutremure: •In conformltate c~1 HG 766/1997, Categoria de lmportaJlta:

Ill

Ill c

~In ccnfonnltate ctl HG 925/1995, Exlgentale de porformanta sunt: A1, B9,1s

• RETEA CANAllZARE PRO!ECTATA

• CONDUCT A RACORD On 200 mm EXECUTATA

• CONDUCT A CANALJZARE On 250 rnm EXECUTATA

• GAMIN DE VlZrTARE EXECUTAT

A II • CAMlNDERACORDEXECUTAT u

-----·-----~

AS BUILT CONFORt~ CU

REALITATEA DIN TEREN

PRDIECTl\T

DES!NAT VER!FICAT

~Ef PROIECT

S.C. PRO HIDRO INSTAL S.R.l. BACAU

J 04 I 1502 I 2005

NUMELE SCAM: IHG. BOHTAS ALEJWIDRU 1:1000 IHG. BONTAS ALEJWIDRU 1:100

lNG. DOIHA FATOL DATA:

SING.ILIE BONTAS 2015

$1HG.IUE BONTAS

TITlUL PI.J\lijEI PROFIL LONGITUDINAL

POST EXECUTIE STRADAPACII

MOIHESTI· SUD· SOSP

PROIECT: 14812012

Ffo:l.A: Plh+CS+DE

PIJIHSA:

H6

6-r-6

/ ,,

"-

8

LEGENDA·Re.tele fedllltarel exlstente -A-- Rete a de aJla exlstenta

' Retea eanal!zare exlstenta - =- Retea gaze exlstenta - '"'' - Retea LES exlstenta - ' - Retea telefonle exlster~ta

LEGENDA·Lucrarl execut3te

--·-- Retea apa exeo.~tata material PEHD Pn6

PLAN DE SITUATIE RETEAAPA LOCALITATEA: MOINESTI STRADA: PAC II (CONECTARE CARTIER HANGANI) PLANSA 1

II II

II

Conduc:ta bransament reteaua apa exeeutata II • P nr Nodurf/puncte retea apa

'" Camln vane lil camln gollre

'" Camln aerlslre

'" Camln aerislrefgo!lre

II eHI Hldrant lncend!u

~ camln Bransament

,_ CVriH·CIIrM

~L ' ~ .. -j 1lm :lt'm

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SCHEMA DE RACOROARE A PLANSELOR

Nota:

1. Suportul topograflc (rldlcarea topografica) a fast pus Ia dispozttle de catre Rchtner Environment Jar cotell! capac sr radler ale camlnelor executate au fest puse Ia dlspotltle de catre 1.1. Damian lone!

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PlAN DE SITUATIERETEAAPA LOCALITATEA: MOINESTI STRADA: PACII (CONECTARE CARTIER HANGANI) PlANSA2

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PlAN DE SITUATIE RETEAAPA LOCALITATEA: MOINESTI STRADA: PACII (CONECTARE CARTIER HANGANI) PLAN SA 2 Bansamente punct P17

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SCHEMA D!! RACORDARE A

Nota:

LEGENDA-Retelo fedtllta...,l exlstente - - - A Rete3 de ~pa ulstenta

- - - - -c- Retea anaHure existent:! - ou- R.eteaoaze exlstenta - , •• , ~ Retea LES exlstenta ·- t -- Retea te!crcnle existent~

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Retea apa executata material PalO Pn6 Conduc:ta brons<~mMt remaua apa exeC\Jtata Nodurljpuncte retea apa Cilmlnvane. Gamin goitre Gamin acrlslre Camln aerl<>lrejgolire

Hid rant lncendlu eamln Branso~ment

1. Suportul topografoc (rldi~rea topogr<~fica) ~ fo~t pus Ia dispozitie de ~;atre

Fkhlll!r Environment Jar cotele capoc sl radier ale <:llmlnelor executate au fest puse Ia dispo•itiede c;nre 1.1. Damian lone!

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PLAN DE SITUAT!ERETEAAPA LOCALITATEA: MO!NEST! STRADA: PAC!! (CONECTARE CART!ER HANGAN!) PLANSA3

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SCH~HA oe R.ltDIIDAR~ A PU.HSELDR

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Hldnlntln<:l!r.rllu C:.mln Dransament

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