1
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`D &HWLZVNL SXW '8>$1$ '8@( 08*2>$ %HUVND - ( 6 ( 1 . $ 3XW 3XW 3XW 3 5 ( 0 $ . 8 > ( 3XW 3XW 3XW / ( ' , 1 ( 3XW 3XW 3 2 A , 9 $ / $ 5 $ 6 $ ' , 3XW .DQDO $ 0 ( 7 2 9 , 1 $ 3XW .DQDO * 2 / 8 # % $ 3XW ]D 9RMQX HNRQRP $ 0 ( 7 2 9 , 3XW .DQDO .DQDO 3XW ]D YRMQX HNRQRP ' 2 : $ * 2 5,-(.$ 6,71,&$ 5,-(.$ 6,71,&$ SXW &HWLZVNL SXW .DQDO .DQDO 3XW %HUL SXW 'RZD *RULFD 3XW 3XW * 2 / 8 # % $ 6 $ ' , 1 ( 2> 9ODGR 0LOL` 3XW 3XW SXW 3 2 ' 5 8 3 2 0 3XW 3XW * 2 / 8 # % $ 3XW 3XW 32*12-,&( 5,-(.$ 025$A$ 5,-(.$ 025$A$ 3XW 6 $ ' , 1 ( 6 $ ' , 1 ( 6 $ ' , 1 ( 6 $ ' , 1 ( 6 $ ' , 1 ( .DQDO 3XW 3XW 5,-(.$ 025$A$ 3XW 6 $ ' , 1 ( .DQDO .DQDO 6 $ ' , 1 ( &HWLZVNL SXW &HWLZVNL SXW 6 $ ' , 1 $ 6 $ ' , 1 3XW .DQDO &HWLZVNL SXW &HWLZVNL SXW 6 , 7 1 , A . 2 9 A $ 5 5,-(.$ 6,71,&$ 6WDUL SXW 3XW .2'2:$ *25,&$ .RNRFNL RYaDU .2 'RZD *RULFD .RNRFNL RYaDU .DQDO ' '* '. .2'2:$ *25,&$ '* '. 3XW 3XW 3XW DN 300 AC"C" DN 80 AC"C" DN 300 AC"C" DN 160 PVC DN 160 PEVG DN 150 AC DN 80 AC"C" DN 2.5" PC DN 2" PC DN 80 AC"C" DN 6/4" DN 80 PEVG DN 80 AC"C" DN 160 PEVG DN 160 PEVG DN 110 PEVG DN 3/4" DN 2" PC DN 1" DN 300 AC"C" DN 150 AC"C" DN 2" PC DN 80 AC"C" DN 2" PEVG DN 2" PEVG DN 300 AC"C" DN 2" PEVG DN 90 PEVG DN 6/4" PEVG DN 5/4" PEVG DN 6/4" PEVG DN 6/4" PEVG DN 110 PEVG DN 90 PEVG DN 80 AC"C" DN 260 PEVG DN 160 PEVG DN 2.5" PEVG DN 110 PEVG DN 260 PEVG L E G E N D A: SRVWRMHüD YRGRYRGQD PUHåD =RULFD 6UHWHQRYLü GLSOLQJDUK Odgovorni planer: Investitor: 2EUDÿLYDþ Glavni grad Podgorica $QGUHMD $QGULü GLSOLQJJUDÿ R 1:2500 list br.8 $1$/,=$ 32672-(û(* 67$1-$ februar 2019. KLGURWHKQLþND LQIUDVWUXNWXUD Prema uslovima JP Planer: granica DUP-a "DONJA GORICA" U PODGORICI '(7$/-1, 85%$1,67,ý., 3/$1 NACRT PLANA JUDQLFH 8UEDQLVWLþNLK ]RQD

DN 2 PEVG DN 80 PEVG DN 2 PEVG - Podgorica · * / $ 9 , & $ 0 5 $ 7 , : (3xw *25:$ *25,&$ 8olfd ,ydqd &dqndud 0 5 $ 7 , : (3xw 3xw 8o 9rmyr_dqvnd *25,&$ *25:$ sxw 3xw 3xw 3xw 3xw

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Ulica Ivana Cankara

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Ulica Ivana Cankara

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:

postojeća vodovodna mreža

Zorica Sretenović, dipl.ing.arh.

Od

go

vorni p

la

ner:

In

ve

stito

r:

Obrađivač:

Gla

vni g

ra

d P

odg

orica

Andreja Andrić, dipl.ing.građ.

R 1

:2

50

0list b

r.8

ANALIZA POSTOJEĆEG STANJA

fe

brua

r 20

19

.

/hidrotehnička infrastruktura/

Pre

ma

u

slo

vim

a JP

Plan

er:

gra

nica

D

UP

-a

"D

ON

JA

G

OR

IC

A" U

P

OD

GO

RIC

I

DETALJNI URBANISTIČKI PLAN

NA

CR

T P

LA

NA

granice Urbanističkih zona