Lääne-Virumaa, Haljala vald, Eisma küla, Uutmaa sideühendus

E-kiri.eml

Tere

Palun registreerida mulle menetlemiseks.

Delta viit: 7.1-2/25/18358-1

Annika Matson
peaspetsialist
planeerimise osakond

tehnovõrkude üksus

From: Reelika Kitsing <[email protected]>
Sent: Thursday, November 27, 2025 11:31 AM
To: Annika Matson <[email protected]>
Subject: Vs: Sideprojekti kooskõlastus

Tere

Materjalid korrigeeritud.

Palun kooskõlastust.

Lugupidamisega

Reelika Kitsing

Sidevõrkude projekteerija

Tel +372 5340 8662

reelika@kirjanurk.ee

www.kirjanurk.ee

Saatja: Annika Matson <[email protected]>
Saatmisaeg: kolmapäev, 19. november 2025 16:50
Adressaat: Reelika Kitsing <[email protected]>
Teema: RE: Sideprojekti kooskõlastus

Tere

Kuna väljavõte ELASA multitorust tehakse nurga all (mitte risti), siis asendiplaanil märkida ELASA mikrotorude pikendamisel tekkiv trassi osa („vuntsid“)
ELASA sidevõrgust väljavõtte tegemisel näidata asendiplaanil ELASA sidevõrgu lahti kaevatav ulatus.
Asfaltkatte taastamine palun näha ette AC16 surf seguga.

Annika Matson
peaspetsialist
planeerimise osakond

tehnovõrkude üksus

+372 5462 0384
www.transpordiamet.ee

From: Reelika Kitsing <[email protected]>
Sent: Friday, November 14, 2025 9:58 AM
To: Annika Matson <[email protected]>
Subject: Vs: Sideprojekti kooskõlastus

Tere

Edastan korrigeeritud materjalid.

Palun kooskõlastust.

Lugupidamisega

Reelika Kitsing

Sidevõrkude projekteerija

Tel +372 5340 8662

reelika@kirjanurk.ee

www.kirjanurk.ee

Saatja: Annika Matson <[email protected]>
Saatmisaeg: neljapäev, 13. november 2025 09:01
Adressaat: Reelika Kitsing <[email protected]>
Teema: RE: Sideprojekti kooskõlastus

Tere

Edastan tähelepanekud.

Varasemastes märkustes oleme palunud selleks, et hinnata kaevetööde mahtu ja riigitee muldkeha kahjustamise ulatust, märkida asendiplaanile ELASA sidetrassi paigalduskõrgused vähemalt kahel mõõdistuspunktil kummalgi pool ELASA sidetrassist väljavõtte tegemise asukohta. Teie olete edastanud kummalgi pool trassi ühe mõõdistuspunkti sügavuse. Palun kajastada asendiplaanil küsitud andmeid. Selleks et sidetrassi paigalduskõrguste järgi hinnata sidetrassi sügavust kajastada asendiplaanil ka aktuaalseid maapinnakõrgusi.
Tagada asendiplaani parem loetavus – dimensioonid kattuvad osaliselt teineteisega ning on raske tuvastada, millist mõõtu mingi dimensioon tähistab.
ELASA sidevõrgust väljavõtte tegemisel näidata ära ELASA sidevõrgu lahti kaevatav ulatus, arvestades ka võimalikku varisemisnurgaga (53˚).
Katete taastamise joonise lõikel 1-1 on vastuolu märgitud varisemisnurga ja geomeetria osas. Varisemisnurk 1:1,5 on 34˚, kuid lõike geomeetria kujutab järsemat nurka. Palun ühtlustada. Saame nõustuda varisemisnurgaga 53˚
Lõike 1-1 joonisel näidata ära kaeviku põhja sügavus.
IKÕ plaanil kujutada sidekaevu IKÕ ala kaevu horisontaalprojektsioonist 1 m ning sidetrassi otsast raadiusega 1 m.

Annika Matson
peaspetsialist
planeerimise osakond

tehnovõrkude üksus

+372 5462 0384
www.transpordiamet.ee

From: Reelika Kitsing <[email protected]>
Sent: Thursday, November 6, 2025 9:13 AM
To: Annika Matson <[email protected]>
Subject: Vs: Sideprojekti kooskõlastus

Tere

Lasin pädevusega teede projekteerijal teha uue taastamise joonise.

Konteiner täiendatud.

Varasemalt (juuli 2025) on Uutama (88703:002:0530) kinnistu sideliitumise projekti Transpordiametile kooskõlastamiseks esitanud ka Raba Projekt OÜ. Palun täpsustada Tellijalt, mis põhjusel on töös kaks erinevat projektlahendust või pole Raba Projekt OÜ tellimus enam kehtiv.

Kahjuks tellija pole sellele küsimusele vastanud.

Lugupidamisega

Reelika Kitsing

Sidevõrkude projekteerija

Tel +372 5340 8662

reelika@kirjanurk.ee

www.kirjanurk.ee

Saatja: Annika Matson <[email protected]>
Saatmisaeg: reede, 31. oktoober 2025 15:03
Adressaat: Reelika Kitsing <[email protected]>
Teema: RE: Sideprojekti kooskõlastus

Tere

Edastan tähelepanekud Eisma külas Uutama (88703:002:0530) kinnistu sideliitumise projektile, millega on kavandatud väljavõtte tegemine riigitee maaüksusel paiknevast ELA SA sidevõrgust asukohaga riigitee nr 17170 Võle-Vainupea-Kunda tee km 18,17.

ELASA sidevõrgust väljavõtte tegemisel näidata ära ELASA sidevõrgu lahti kaevatav ulatus, arvestades ka võimalikku varisemisnurgaga.
Riigitee ääres on ka kruuskattega tugipeenrad (0,5 m), mida geodeetilisel alusplaanil ei kajastu. Palun täiendada.
Katete taastamise joonisel näidata ka kruuskattega tugipeenra taastamine.
Edastada riigitee muldkeha taastamise piki- ja ristlõike joonised.
Selleks, et hinnata kaevetööde mahtu ja riigitee muldkeha kahjustamise ulatust, palun asendiplaanile märkida ELASA sidetrassi paigalduskõrgused vähemalt kahel mõõdistuspunktil kummalgi pool ELASA sidetrassist väljavõtte tegemise asukohta.
Tundub, et asendiplaani joonisel kajastuvad riigitee kaitsevööndi piiri tähistavate joonte vahel üleliigsed jooned.

Varasemalt (juuli 2025) on Uutama (88703:002:0530) kinnistu sideliitumise projekti Transpordiametile kooskõlastamiseks esitanud ka Raba Projekt OÜ. Palun täpsustada Tellijalt, mis põhjusel on töös kaks erinevat projektlahendust või pole Raba Projekt OÜ tellimus enam kehtiv.

Annika Matson
peaspetsialist
planeerimise osakond

tehnovõrkude üksus

+372 5462 0384
www.transpordiamet.ee

From: Reelika Kitsing <[email protected]>
Sent: Tuesday, October 28, 2025 12:53 PM
To: [email protected]
Subject: Sideprojekti kooskõlastus

Tere

Koostan Networks OÜ tellimusel sideprojekti „14094P Uutmaa sideühendus“.

Palun kooskõlastust.

Lugupidamisega

Reelika Kitsing

Sidevõrkude projekteerija

Tel +372 5340 8662

reelika@kirjanurk.ee

www.kirjanurk.ee

Taotlus_kooskolastada_tehnovorgu_ja_-rajatise_projekt_Transpordiamet_14094 Uutmaa sideühendus.asice

Digiallkirjad

Allkirjade kehtivust ei ole kontrollitud.

REELIKA KITSING PNOEE-48512156017 2025-11-27 09:30:17

1 KINNISTUD.zip

14094P asendiplaan-J1_L1_leht-000.pdf

5.88

5.63

5.15

4 . 7 9

5.53

5 .2 7

5.28

4.50

4.24

4.33

4 .5

3

4 .5

8

4.77

4.56

5 .1

3

5.05

5.52 4.90

5.40

5.84

88703:002:0530

Uutmaa

88703:002:2680

17170 Võle-Vainupea-Kunda tee

Kr

A

N

TINGMÄRGID:

KATASTRIÜKSUSTE PIIRID

OLEMASOLEV SIDE KAABLIKANALISATSIOON

PROJEKTEERITUD MARKERPALL

PIIRITLUSPUNKT

PROJEKTEERITUD PLASTKAEV

TAASTATAV HALJASALA

PROJEKTEERITUD SIDEKANALISATSIOON D=100

PROJEKTEERITUD KAITSETORU (1250 N)

Lisada markerpall.

024YK05 kaevuni.

14/10) sidetorugamikrotorusid (

sidetrassist. Pikendada ELASA katkestatud oranze

Teha väljavõte ELASA 024 ol.olevast

Trassi rajamissügavus 1,2m

L=3m

1250N kaitsetoru

L=3m

4x14/10+Cu

Lisada markerpall.ja märketulbad.

Paigaldada Vesimentor sidekaev 024YK05

L=9m

4x14/10+Cu

17170 Võle-Vainupea-Kunda tee km 18,17

0. 99

Sügavus maapinnast 0,75m.

630627.90

6605044.02

Koordinaadid:

Käänupunkt 1047

Sügavus maapinnast 0,75

630627.90

6605044.02

Koordinaadid:

Käänupunkt 1046

1046

1047

0. 73

0. 77

0. 95

H/EH2000=4.21

Maapinna kõrgus 5,47

H/EH2000=4.18

Maapinna kõrgus 5,44

LAHTIKAEVATAV OSA ELASA SIDETRASSI ÜMBRUSES

OBJEKT

AADRESS

TÖÖ NR

TÖÖ KOOD

KOOSTAS

1:500 1 / 1

FAIL

14094P

14094P asendiplaan

Siderajatiste asendiplaan

Uutmaa sideühendus

Eisma küla, Haljala vald, Lääne-Viru maakond

R. Kitsing

KONTROLLIS

Koordinaadid L-EST97 süsteemis, kõrgused EH2000 süsteemis

Katastriüksuste piirid: väljavõte Maa- ja Ruumiametist 16.09.2025. Kihil "PIIR" esitatud piirjoonte asukohad on informatiivsed.

Märkused:

KOOSTATUD 16.09.2025

H. Jürmann TEL003987 EEG000316 EEP004848

[email protected], rg-kood 12592543

Lossi 33 Põltsamaa linn Jõgevamaa 48104

MÕÕTKAVA LEHT JOONIS

1. Lõikumisel kommunikatsioonitrassidega otsustatakse alt- või ülevalt läbimineku kasuks

koostöös trassivaldajaga. Kaitsevööndis teostada kaevetööd käsitsi!

2. Maa-aluste ja maapealsete kommunikatsioonide kaitsevööndis tööde teostamisel juhinduda

Majandus- ja taristuministri 25.06.2015. a määrusest nr 73 "Ehitise kaitsevööndi ulatus,

kaitsevööndis tegutsemise kord ja kaitsevööndi tähistusele esitatavad nõuded".

3. Kommunikatsioonidevahelised kujad tagada vastavalt EVSis 843:2016 toodud määradele.

4. Projekteeritava telekommunikatsiooni tehnorajatise alusplaan: OÜ Kirjanurk 10.09.2025. a koostatud

5. Projekteeritud sidetrassi paigaldussügavus haljasalal on min 0,7m, TA maal min 1,2m.

töö nr 14094G "Geodeetiline alusplaan". Koordinaadid L-EST 97 koordinaatide süsteemis. Kõrgused EH2000 süsteemis.

TA maal teha kõik tööd kasitööna.

6. Peale tööde lõppu taastada eelnev olukord.

MÄRKUSED:

14094P asendiplaan.dwg

14094P-TL-4-04-taastamine.asice

Digiallkirjad

Allkirjade kehtivust ei ole kontrollitud.

RAUNO RÜÜTEL PNOEE-39107170026 2025-11-13 13:17:58

14094P-TL-4-04-taastamine.dwg

14094P-TL-4-04-taastamine.pdf

5.88

5.63

5.15

4.79

5.53

5. 27

5.28

4.50

4.24 4.33

4. 53

4. 58

4.77

4.56

5. 13

5.05

5.52

4.90

5.40

5.84

88703:002:0530 Uutmaa

88703:002:2680

17170 Võle-Vainupea-Kunda tee

S

Kr

A

X = 6605000

Y = 630600

X = 6605050

Y = 630650

X = 6605100

Y = 630700

Kaeviku piir

1

0.80

0.50

2.00

1.25

Joonise nr

Projekti nr

Kuupäev

Mõõtkava

Projekteerija

Projekti nimetus

Joonise nimetus

Staadium

13.11.2025

Hepta Group Energy OÜ Teaduspargi 6/1 Tallinn Harjumaa 12618 +372 5179698 [email protected]

Tellija

Networks OÜ Tiigi, Mõndavere küla, 45222 Tel. 6002025 [email protected]

Katete taastamise plaan

TL-4-04

Uutmaa sideühendus

Projekteerija R. Rüütel 14094PTP 1:500

OBJEKT

AADRESS

TÖÖ NR

TÖÖ KOOD

KOOSTAS

1:500 1 / 1

FAIL

14094P

14094P asendiplaan

Siderajatiste asendiplaan

Uutmaa sideühendus

Eisma küla, Haljala vald, Lääne-Viru maakond

R. Kitsing

KONTROLLIS

Koordinaadid L-EST97 süsteemis, kõrgused EH2000 süsteemis Katastriüksuste piirid: väljavõte Maa- ja Ruumiametist 16.09.2025. Kihil "PIIR" esitatud piirjoonte asukohad on informatiivsed.

Märkused:

KOOSTATUD 16.09.2025

H. Jürmann TEL003987 EEG000316 EEP004848 [email protected], rg-kood 12592543

Lossi 33 Põltsamaa linn Jõgevamaa 48104

MÕÕTKAVA LEHT JOONIS

Haljasala taastamine (16 m2)

Kaeviku põhi tihendada 90% tiheduseni

Peenliiv, Kt 0,98

Haljasala taastamine

Murukülv koos kasvupinnasega h=8 cm

Tagasitäide kohalikust materjalist (Kt=0.98) Paigalduskiht

Kruusatee taastamine (4m2)

Kaeviku põhi tihendada 90% tiheduseni

Peenliiv, Kt 0,98

Kruusatee taastamine

Lubjakivikillustik segu nr 5 (fr 0/16) h=10 cm

Liivast tagasitäide

Paigalduskiht

0.50 0.50 0.30 0.30

Tee katendi ehitamisel kasutatavad materjalid peavad olema kooskõlas kehtivate õigusaktide, standardite ja juhenditega. Kasutatav täitematerjal peab vastama õigusaktidega kehtestatud nõuetele. Ehituse Töövõtja vastutab ehitusperioodil keskkonnakaitse eest ehitusplatsil ja sellega vahetult piirnevail aladel vastavalt seadustele ja nõuetele ning Tellija poolt esitatud juhistele. Muruseeme peab olema varustatud sertifikaadiga. Seemne kulu on 2-2,5 km/100 m2 kohta. Seemneid tuleb säilitada kuivas ja valguse eest kaitstud kohas. Ehitustööde ajal vastutab säilitatava ja rajatava haljastuse eest töövõtja. Rajatavat haljastust kasta korrapäraselt. Vajadusel teostada umbrohutõrjet. Haljasalad rajada nõuetele vastavalt ettevalmistatud kasvupinnasele. Kasvupinnase projekteeritud paksus on 8 cm. Muru klass III. Kohalikult objektilt saadava mulla nõuetele vastavust tõendatakse vajadusel täiendava mullaanalüüsiga. Kasvumuld peab olema taimekasvuks sobiv ega tohi sisaldada ohtlikke aineid üle piirmäära. Kasvumuld ei tohi sisaldada prahti, kive ega mitmeaastasi juurumbrohte. Ehitustööde käigus rikutud või kahjustatud haljasalad tuleb taastada.

Kruusatee ja kruuspeenra taastamisel kasutatavate segude koostised vastavalt "Tee ehitamise kvaliteedi nõueded" Lisa 10.

TINGMÄRGID:

KATASTRIÜKSUSTE PIIRID

OLEMASOLEV SIDE KAABLIKANALISATSIOON

PROJEKTEERITUD MARKERPALL

PIIRITLUSPUNKT

PROJEKTEERITUD PLASTKAEV

PROJEKTEERITUD SIDEKANALISATSIOON D=100 PROJEKTEERITUD KAITSETORU (1250 N)

MURUKÜLV KASVUPINNASEL 8 cm

Lõige 1-1

0, 1

53°

Ol.olev asfalt

Olol. kaabel

Hoiatuslint

TAGASITÄIDE (Kt=0.98) OLEMASOLEV PINNAS

KRUUSPEENRA TAASTAMINE

KRUUSATEE TAASTAMINE

HALJASALA TAASTAMINE

53° 53 ° 53° 53 °

Hoiatuslint Hoiatuslint

Killustikalused rajada fraktsioneeritud killustikust kiilumismeetodil, kiilekillustiku fraktsioon ja kulunorm peavad vastama „Tee ehitamise kvaliteedi nõuded“ § 12 (2) „Aluse ehitamine.“ Killustikaluse kandevõime peab olema „Tee ehitamise kvaliteedi nõuded“ määruse kohaselt nõutav elastsusmoodul sõiduteel ≥ 170 MPa.

0, 1

LUBJAKIVIKILLUSTIK segu nr 6 (fr 0/32) 8 cm

DREENKIHT LIIVAST (Kt=0.98, Kf>2.0 m/ööp) TAGASITÄIDE LIIVAST (Kt=0.98, Kf≥0.5 m/ööp) LIIV Kf>0.5 m/ööp OLEMASOLEV PINNAS Kt=0.95

20 cm

10 cm

PAEKILLUSTIK E>170 MPa fraktsioon 32/63 20 cm

MSE 20 8cm + 2x pindamine

ASFALTKATTE TAASTAMINE

Taastatava teekatendi valikul lähtuti tee AKÖList (196 a/ööp) ning kasutati Transpordiameti "Tüüpkatendid väikese liiklussagedusega teedele" Tüüp VI lahendust. Tehnovõrkude paigalduskaevikute asukohtades katendite taastamisel ja olemasoleva ja rajatava või taastatava asfaltbetoonkatendi liitekohtades rajada konstruktsioonide kihid vuukide kohakuti sattumise vältimiseks ja vajumite ühtlustamiseks üksteise suhtes ülekattega. Uue kattega ala kokku viimisel olemasoleva kattega ei tohi kattele jääda lohke. Asfaltbetoonkatted rajada vastavalt Transpordiameti juhisele "Asfaldist katendkihtide ehitamise juhis" nõuetele.

14094_TP_AA-0-01_Tiitelleht.doc

Tellija:
Networks OÜViljar Pipenberge-mail: [email protected]

Eisma küla, Haljala vald, Lääne-Viru maakond
Uutmaa sideühendus
TÖÖPROJEKT
Töö nr 14094P

Koostas: Reelika Kitsing

september 2025

Kirjanurk OÜ
Registrikood: 12592543
Lossi tn 33
Põltsamaa linn, Põltsamaa vald
Jõgeva maakond, 48104
TEL003987
EEG000316
EEP004848
Koostaja tel: +372 53408662
e-mail: [email protected]
Üld tel: +372 5209 235
e-mail: [email protected]

14094_TP_AA-3-01_Seletuskiri.doc

SELETUSKIRI1ÜldandmedKäesoleva projektiga on lahendatud Uutmaa sideühendus.Projekti koostamisel olid aluseks:ELASA elektroonilise side alased tehnilised tingimused nr:TT4983.Riigikogu, 11.02.2015 vastu võetud w:rsidRPr="009B7252"> Ehitusseadustik Majandus- ja taristuministri 17.07.2015.a. määrus nr.97 Nõuded ehitusprojektileEesti Standard EVS 932:2017 "Ehitusprojekt"Tehnovõrgu projekteerimisnormidele ja riigiteede tee piirides Tee projekteerimise normidele (EhS § 99 lg 4).Transpordiameti tüüpnõuetest: „Nõuded tehnovõrkude teemaale w:val="22"/> paigaldamise Kaevetöödel ja lahtiste kaevikute kavandamisel on juhindutud Tööinspektsiooni juhendist „Tööohutus ehitusplatsil. 2022 EST.pdf“, kavandamisel“Majandus- ja taristuministri määrusest nr.73 (25.06.2015) „Ehitise kaitsevööndi ulatus, kaitsevööndis tegutsemise kord ja kaitsevööndi w:cs="Arial"/> tähistusele esitatavad nõuded“EVS 843_2016 LinnatänavadMajandus- ja taristuministri 13.07.2018 määrusele nr 43 Nõuded ajutisele liikluskorraldusele. Kohaldatavad standardid (näit. EN; EVS-EN; EVS-HD; IEC)Puude kaitsel juhinduda standarditest EVS 843:2016 ja EVS 939-3:2020. Projekteeritava telekommunikatsiooni tehnorajatise alusplaanina on Kirjanurk OÜ poolt 10.09.20 w:hAnsi="Arial" w:cs="Arial"/>25. a koostatud töö nr 14094G "Maa-ala plaan tehnovõrkudega", millele on kantud Riigi Maa-ametist väljastatud katastriüksuste piirid. Kinnistute omanikud on selgitatud välja kinnistusraamatu väljavõtetega, juriidiliste omanike volitatud esindajad B-kaardi väljavõtetega.Projekteeritud side liinirajatis on esitatud asendiplaanil M1:500 (vt joonis 1).2 Olemasolev situatsioonOl.olev ELASA 024 sidetrass asukohaga 17170 Võle-Vainupea-Kunda tee 18,17 km (88703-002-2680). Projektlahendus w:rsidR="003B0729" w:rsidRPr="00445C8D" w:rsidRDefault="00A52849" w:rsidP="003B0729">Käesoleva projektiga on ette nähtud Uutmaa sideühendus:Paigaldada ELASA sidetrassi kõrvale sidekaev (Vesimentor). Kaevu tähis 024YK05.Rajada sidetoru (14/10) sidekaevuni 024YK05.Ühendada katkestatud oranžid mikrotorud paigaldatud multitoru mikrotorudega 2 (oranž) ja 4 (pruun). Mikrotorud 1 ja 3 sulgeda hermeetiliselt. Torujätkude tähised 024L01YH03YR01 ja 024L01YH03YR02.Vähemalt 48-kiuline kaabel (min Ø6mm,
TIA värvikoodiga) puhuda sidekaevude 024K08 ja 024YK05 vahelise 4-avalise multitoru 2.mikrotorusse (oranž). Lõigu tähis 024L01YH03.Sidekaevust 024YK05 puhuda kaabel edasi mööda paigaldatud sidetoru sihtkohta.Sidekaevu 024Kxx jätta kaablivaru 15m ja sidekaevu 024YK05 jätta kaablivaru 30m.Paigaldatud sidekaev 024YK05, ELASA sidetrassi ja paigaldatud sidekaevu vaheline 4-avaline multitoru, ELASA sidekaevudes ja mikrotorus olev kaabel jääb kuuluma ELASA’le. Piiritluspunkt on sidekaevu 024YK05 kaevusein.3.1 Juhised ja nõudedProjekteeritud sidetrassile tagada nõuetekohased sügavused vastavalt projektile. Paigaldamissügavus min 0,7 w:rsidRPr="009341CD">m, Transpordiameti maal min.1m ja 1250N kaitsetorus.Kaabli paigaldustööd ELASA trassis teostab AS Connecto Eesti.Kaabli ühendamise muhvi teostab AS Connecto Eesti.Transpordiameti maal teostada kõik tööd käsitsi.Projekteerimis- ja töövõtu piiridProjekteeritud sidetrass jääb kuuluma Networks OÜ-ile. ELASA mikrotorus ja sidekaevudes olev kaabel jääb kuuluma ELASA´le.Paigaldatud sidekaev w:val="22"/>024YK05, ELASA sidetrassi ja paigaldatud sidekaevu vaheline 4-avaline multitoru, ELASA sidekaevudes ja mikrotorus olev kaabel jääb kuuluma ELASA’le. Lubatud kõrvalekalded projekteeritud trassidestEnne ehitustööde algust tuleb projekteeritud trassid maha märkida täpses vastavuses projektile. Ehitustööde käigus ilmnevate ettenägematute asjaolude puhul on lubatud projekteeritud trassist kõrvale kalduda üldreeglina piirides 0,5m, tingimusel, et kaugus katastriüksuste piiridest jääb vähemalt 0,5m. Ühelgi juhul ei tohi kõrvalekalle ulatuda kõrvaloleva maaüksuse piiridesse. Teiste maa-aluste ja maapealsete kommunikatsioonide olemasolul kaablitrasside piirkonnas peavad olema tagatud normide kohased kaugused (kujad). Riigiteede maaüksuste piirides (riigitee teemaal) on kõrvalekaldumised projektist keelatud!Üldised nõuded ja juhised liinirajatise ehitamiselKaevetööde teostamineMaa-aluste ja maapealsete kommunikatsioonide kaitsevööndis kaevetööde teostamisel juhinduda Majandus- ja taristuministri 25.06.2015. a määrusest nr 73 „Ehitise kaitsevööndi ulatus, kaitsevööndis tegutsemise kord ja kaitsevööndi tähistusele esitatavad nõuded“. NB! w:rsidRPr="00D2353F">Kommunikatsioonitrasside kaitsevööndis teostada kaevetööd käsitsi, vt ärakirjad kooskõlastusest.Teekatted ja haljastusPeale kaevetöid ja side liinirajatise ehitamist taastada rikutud haljasmaa ja teekatted vähemalt olemasoleval tasemel.Kasvumulla huumuse sisaldus peab olema vähemalt 5%. Kasvumuld peab olema mineraalmuld (pH 6,5-7,0), ei tohi sisaldada taimede kahjulikke jäätmeid, kive, killustikku jne ning on tihendatav nii, et ei tekiks vajumisi ja vee loikusid. Olemasolev ja taastatav haljasala piir ühtlustada, tasandada niidukõlbulikuks. Muru külvinorm vähemalt 30g/m2. Täitepinnase filtratsioon 2m/ööpäevas. Täitepinna liivpinnaste puhul nõutav tihendustegur 0,98.Puude ja põõsaste kasvutsoonis puu ja põõsaste võra vigastamine ja mahavõtmine KEELATUD. Vältida puu juurestiku vigastamist kaevetööde käigus vajadusel teostada puu juurestiku ilmnemisel töid käsitsi nii, et juurestikku ei vigastata!Tööde dokumenteerimine ja järelevalveTeostatud tööde kohta koostada teostusjoonis(ed) ja kaetud tööde aktid. Kõrvalekalded projektist fikseerida vastavates protokollides ja kooskõlastada ehitusjärelevalvet teostava ametiisikuga.Töötervishoid ja tööohutusTööde teostamisel järgida Eesti Vabariigi töötervishoiu- ja tööohutusalaste õigusaktide nõudeid.Tööde kvaliteedinõudedEhitustööde teostamisel juhinduda kehtivatest ehitusmäärustest ja –normidest ning Networks OÜ-i
tehnilistest nõuetest liini– ja kaablivõrgu ehitamisel. JäätmekäitlusTööpiirkond tuleb puhastada ehitusprahist, materjalidest, väljakaevatud pinnasest jms taastades piirkonna endise välisilme ja kvaliteedi.Täiendav informatsioonEnne projekti väljastamist on teostatud võrdlev visuaalne kontroll piiride võimalike muudatuste suhtes projekteeritud sidetrassidega külgnevatel aladel Maa–ameti maainfoga tutvumise veebileheküljel.Paremat asukohta kui Transpordiameti maal ei ole kahjuks, et teha väljavõte ELA024 ol.olevast trassist Uutmaa (88703:002:0530) kinnistu tarbeks, et rajada neile sideühendus.7. Eesti Lairiba Arenduse Sihtasutuse (ELASA) ettemääratud punktid täitmiseks:Liinirajatise kaitsevööndis on liinirajatise omaniku loata keelatud igasugune tegevus, mis võib ohustada liinirajatist (Elektroonilise side seadus, w:ascii="Arial" w:hAnsi="Arial" w:cs="Arial"/>peatükk 11).Liinirajatise kaitsevööndis töötamisel on pinnase töötlemisel keelatud mehhanismide/masinate kasutamine ja kõik tööd tuleb teostada käsitööna.Ehitusprojekt esitada kooskõlastamiseks Eesti Lairiba Arenduse SA võrguhalduse infosüsteemi (ELVI) kaudu https://elvi.elasa.ee/. w14:paraId="5ABEDA07" w14:textId="77777777" w:rsidR="00EA44CF" w:rsidRPr="00E51086" w:rsidRDefault="00EA44CF" w:rsidP="00EA44CF">Ehitusloakohustusega tehnorajatise ehitamine kaitsevööndis on lubatud ainult vastavalt kooskõlastatudehitusprojektile KOV poolt väljastatud ehitusloa alusel.Majandus- ja taristuministri 25.06.2015 määrusele nr 73 „Ehitise kaitsevööndi ulatus, kaitsevööndis tegutsemise kord ja kaitsevööndi tähistusele w:rsidRPr="00E51086">esitatavad nõuded“ vastava tegutsemisluba EstWin liinirajatise kaitsevööndis tegutsemiseks on vajalik taotleda järgmiste tööde tegemiseks: mullatööde tegemine sügavamal kui 0,3 meetrit ja küntaval maal sügavamal kui 0,45 meetrit;mis tahes w:type="spellEnd"/> mäe-, laadimis-, süvendus-, lõhkamis-, üleujutus-, niisutus- ja maaparandustööd; puude istutamine ja langetamine;vees paikneva liinirajatise kaitsevööndis süvendustööde tegemine, veesõiduki ankurdamine ning heidetud ankru, kettide, logide,
traalide ja võrkudega liikumine, veesõidukite liiklustähiste ja poide paigaldamine ning jää lõhkamine ja varumine;pinnases paikneva liinirajatise kaitsevööndis löökmehhanismidega töötamine, pinnase tihendamine või tasandamine, transpordivahenditele ja w:val="22"/>mehhanismidele läbisõidukohtade rajamine; muu infrastruktuuri avarii kõrvaldamine.ELASA liinirajatise kaitsevööndis tegutsemiseks tegutsemisloa taotlemisest vaata: www.connecto.eeTööde teostamine Eesti Lairiba Arenduse Sihtasutuse sidevõrgu liinirajatiste kaitsevööndis võib toimudakooskõlastatult w:type="spellEnd"/> AS Connecto Eesti järelevalvajaga.Koostas:Reelika Kitsing07.10.2025 xmlns:oel="http://schemas.microsoft.com/office/2019/extlst" xmlns:r="http://schemas.openxmlformats.org/officeDocument/2006/relationships" xmlns:m="http://schemas.openxmlformats.org/officeDocument/2006/math" xmlns:v="urn:schemas-microsoft-com:vml" xmlns:wp14="http://schemas.microsoft.com/office/word/2010/wordprocessingDrawing" xmlns:wp="http://schemas.openxmlformats.org/drawingml/2006/wordprocessingDrawing" xmlns:w10="urn:schemas-microsoft-com:office:word" xmlns:w="http://schemas.openxmlformats.org/wordprocessingml/2006/main" xmlns:w14="http://schemas.microsoft.com/office/word/2010/wordml" xmlns:w15="http://schemas.microsoft.com/office/word/2012/wordml" xmlns:w16cex="http://schemas.microsoft.com/office/word/2018/wordml/cex" xmlns:w16cid="http://schemas.microsoft.com/office/word/2016/wordml/cid" xmlns:w16="http://schemas.microsoft.com/office/word/2018/wordml" xmlns:w16du="http://schemas.microsoft.com/office/word/2023/wordml/word16du" xmlns:w16sdtdh="http://schemas.microsoft.com/office/word/2020/wordml/sdtdatahash" xmlns:w16sdtfl="http://schemas.microsoft.com/office/word/2024/wordml/sdtformatlock" xmlns:w16se="http://schemas.microsoft.com/office/word/2015/wordml/symex" xmlns:wpg="http://schemas.microsoft.com/office/word/2010/wordprocessingGroup" xmlns:wpi="http://schemas.microsoft.com/office/word/2010/wordprocessingInk" xmlns:wne="http://schemas.microsoft.com/office/word/2006/wordml" xmlns:wps="http://schemas.microsoft.com/office/word/2010/wordprocessingShape" mc:Ignorable="w14 w15 w16se w16cid w16 w16cex w16sdtdh w16sdtfl w16du wp14">Koostaja: OÜ Kirjanurk, Lossi tn 33, Põltsamaa linn, Põltsamaa vald, Jõgeva maakond, 48104Töö nr: 14094P; Staadium: TööprojektTöö nimetus: Uutmaa sideühendusTellija: Networks OÜ; xml:space="preserve"> xmlns:sl="http://schemas.openxmlformats.org/schemaLibrary/2006/main" mc:Ignorable="w14 w15 w16se w16cid w16 w16cex w16sdtdh w16sdtfl w16du"> w:val="00336C4D"/> w:val="left"/> w:val="64487FB0"/> w:hanging="360"/> w:val="left"/> w:name="Colorful List Accent 1" w:uiPriority="72"/> w:val="009F4168"/> w:val="none" w:sz="0" w:space="0" w:color="auto"/> w:sz="0" w:space="0" w:color="auto"/> w:color="auto"/> krisahReelika Kitsing212021-03-25T14:34:00Z2021-04-11T17:40:00Z2025-10-07T12:55:00Z65312077004Microsoft Office Word05816falsePealkiri1Title1Tiitel1 Elion Ettevõtted Aktsiaseltsfalse8195falsefalse16.0000

ELASA garantii Transpordiametile (Uutmaa sideühendus).asice

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PRIIT SOOM PNOEE-37709240024 2025-10-28 08:16:27

ELASA garantii Transpordiametile (Uutmaa sideühendus).docx

TRANSPORDIAMET
Meie: 13.10.2025.a.
Nr. O.2-7.TA/25-004

KINNITUS

Käesolevaga annab Eesti Lairiba Arenduse Sihtasutus (registrikood 90010094), mida esindab põhikirja alusel Priit Soom (isikukood 37709240024), Transpordiametile 5 (viie)-aastase garantii riigitee 17170 Võle-Vainupea-Kunda tee 18,17 km tehnovõrkude projekti 14094P „Uutmaa sideühendus“ raames teostatavatele riigitee ja selle rajatiste taastamistöödele.

Garantii hõlmab mistahes defekte, vigu või muid (varjatud) puudusi, mis on tekkinud seoses tehnovõrkude rajamisega riigitee piiridesse.

Garantiiaeg algab Transpordiameti poolt töövõtjalt tööde vastuvõtmise kuupäevale järgnevast päevast.

Tehnovõrkude omanik (Kasutaja talumislepingu mõistes) kohustub garantiiajal likvideerima või tagama nimetatud defektide, vigade või muude (varjatud) puuduste likvideerimise omal kulul Transpordiameti poolt Kasutajale esitatud nõudes määratud tähtaja jooksul.

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Taotlus_kooskolastada_tehnovorgu_ja_-rajatise_projekt_Transpordiamet_14094 Uutmaa sideühendus.doc

Kellele TRANSPORDIAMET Registrikood 70001490 w:w="15" w:type="dxa"/>Juriidiline aadress Tallinn 11413, Valge 4 KelleltAsutuse või isiku nimi Kirjanurk OÜRegistri- või isikukood w:w="15" w:type="dxa"/> 12592543Juriidiline aadress või elukoht Lossi tn 33, Põltsamaa linn, Põltsamaa vald, Jõgeva maakond, 48104Kontaktaadress Lossi w:ascii="Times-Roman" w:hAnsi="Times-Roman" w:cs="Times-Roman"/>tn 33, Põltsamaa linn, Põltsamaa vald, Jõgeva maakond, 48104Telefon 53408662E-post [email protected]1. Esitatavad materjalid: w14:paraId="186E76E4" w14:textId="77777777" w:rsidR="00D5418F" w:rsidRPr="00C5207C" w:rsidRDefault="00D5418F" w:rsidP="00D5418F">Dokumendi liik (ehitusprojekt või selle osa, volitused jne)Dokumenti nimetus(esitatava dokumendi täpne nimetus)Dokumendi nr.EhitusprojektUutmaa sideühendus14094P2. Objekti asukoht (Maakond, vald, küla: , , Eisma küla, Haljala vald, Lääne-Viru maakondRiigitee nr, nimetus, asukoht teel [km] – vähemalt 10 m täpsusega ja/või vajadusel koordinaadid, sealhulgas: w:w="10207" w:type="dxa"/>Ristumised riigiteega nr FORMTEXT km FORMTEXT ,Teemaal kulgemine riigitee nr FORMTEXT km FORMTEXT - FORMTEXT , w:val="single" w:sz="4" w:space="0" w:color="auto"/>Riigitee nr 17170 kaitsevööndis km 18.18-18.18,3. Selgitus kavandatava tegevuse kohta, kavandatav läbiviimise aeg Sept.2025 FORMTEXT 4. Põhjendus vajaduse kohta projekteerida tehnovõrk ja -rajatis riigitee maale (Asjaõigusseadus § 158 lõige 1 ja § 1581 lõige 1) FORMTEXT w:val="22"/> 5. Eelnevalt väljastatud nõuded, kooskõlastused ja/või seisukohad Transpordiameti osakondadelt FORMTEXT 6. Põhjendus Ehitusseadustiku § 99 lõige 3 alusel kehtestatud juhendist või esitatud nõuetest kõrvale kaldumise kohta (kui esitatud lahendus ei vasta nõuetele) w:type="dxa"/> Tehnovõrk on vajalik avalikes huvides ning arenduskohustuse täitmiseks puudub muu tehniliselt ning majanduslikult otstarbekam tehnovõrgu ehitamise võimalus kui riigile kuuluva kinnistu kaudu.TaotlejaEes- ja perekonnanimi Reelika Kitsing(juriidilisest isikust taotleja puhul juriidilise isiku esindaja)Allkiri Taotluse esitamise kuupäev 16.09.2025 pkg:padding="256"> xmlns:w16="http://schemas.microsoft.com/office/word/2018/wordml" xmlns:w16du="http://schemas.microsoft.com/office/word/2023/wordml/word16du" xmlns:w16sdtdh="http://schemas.microsoft.com/office/word/2020/wordml/sdtdatahash" xmlns:w16sdtfl="http://schemas.microsoft.com/office/word/2024/wordml/sdtformatlock" xmlns:w16se="http://schemas.microsoft.com/office/word/2015/wordml/symex" xmlns:wpg="http://schemas.microsoft.com/office/word/2010/wordprocessingGroup" xmlns:wpi="http://schemas.microsoft.com/office/word/2010/wordprocessingInk" xmlns:wne="http://schemas.microsoft.com/office/word/2006/wordml" xmlns:wps="http://schemas.microsoft.com/office/word/2010/wordprocessingShape" mc:Ignorable="w14 w15 w16se w16cid w16 w16cex w16sdtdh w16sdtfl w16du wp14">TRANSPORDIAMETI JUHTIMISSÜSTEEMOT_035_K1_V1_r1taotlus tehnovõrgu ja/või -rajatise projekti kooskõlastamiseksVormi kinnitamine: 01.07.2022 nr 1.1-7/22/115 PAGE 1/ NUMPAGES 1 Id="rId1" Type="http://schemas.openxmlformats.org/officeDocument/2006/relationships/image" Target="media/image1.jpg"/>/9j/4QyLRXhpZgAATU0AKgAAAAgABwESAAMAAAABAAEAAAEaAAUAAAABAAAAYgEbAAUAAAABAAAA
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