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Rail Baltic Harjumaa põhitrassi I etapi veevarustuse ja kanalisatsiooni projekt- OU0450

Transpordiamet · 29. november 2024
Seotud ettevõtted
OÜ KESKKONNAPROJEKT (adressaat)
Viit
7.1-2/24/18158-3
Registreeritud
29. november 2024
Dokumendi liik
Sissetulev kiri
Adressaat
OÜ KESKKONNAPROJEKT
Saabumis/saatmisviis
e-post
Funktsioon
7.1 Teetaristuga seotud õiguste andmine
Sari
7.1-2 Väliste isikute ehitiste ja lubade kooskõlastamise dokumendid
Toimik
7.1-2/2024
Vastutaja
Laur Kõiv (Users, Teehoiuteenistus, Planeerimise osakond, Tehnovõrkude üksus)
Lahendamise tähtaeg
24. detsember 2024

Failid

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Sisu (failidest)

Saatja: "Reimo Alas" <[email protected]> Saaja: [email protected] Teema: RB Harju I pikiprofiilid Kuupäev: 2024-11-28 12:55 Tere! Edastan üle vaatamiseks ja kooskõlastamiseks RB Harju I pikiprofiilid. Vastavalt saadavale kooskõlastusele/märkustele korrigeerime vajadusel teised projektdokumentatsiooni osad ja saadame seejärel tervikprojekti kooskõlastamiseks. Lugupidamisega Reimo Alas Projektijuht OÜ Keskkonnaprojekt Tel +372 50 79 042 [email protected] --- Kiri on saadetud väljastpoolt valitsemisala. Ärge avage kirjaga kaasa tulnud linke või manuseid enne, kui olete saatja õigsuses ja sisu turvalisuses kindel. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 DO NOT SCALE FROM THIS DRAWING A A 11290 Tallinn-Lagedi tee km 5,70 kuni 7,05 B B C Pikiprofiil - Lagedi sõidutee, jalgtee, VK torustikud, gaas, sidetrass C V 1:1 H 1:10 kteeritud truubi kohal Projekteeritava sõidutee kõrgus (tee teljel) proje DPS1-IP48 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 4+20.0 4+40.0 4+60.0 4+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 5+20.0 5+40.0 5+60.0 5+80.0 10+00.0 4+00.0 2+00.0 3+00.0 5+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 mp 41,65 Piketaaž 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 Truup Ø300 DPS1-IP47 42.0 0 42.0 42.0 40.96 põhi 40,57 0.10 DPS1-IP41 40.83 Truup Ø300 Truup Ø300 DPS1-IP46 „Nõue = “ 0 0.0 1,88m DPS1-IP38 põhi 39,27 põhi 39,72 ee poolne serv DPS1-IP39 mp 39,55 40.40 DPS1-IP45 Or Lagedi sõidutee jalgt DPS1-IP40 1,58m mp 40,20 1,61m 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 2,31m DPS1-IP37 1,92m mp 39,85 K 1,58m „Nõue = “ mp 39,70 1,55m DPS1-IP44 D jalgtee servajoon DPS1-IP42 K D 1,57m 0 1,85m DPS1-IP43 K 3,41m mp 39,55 0 3,23m mp 39,40 1,56m 2,18m mp 39,45 K S olemasolev maapind 0 mp 39,45 jalgtee servajoon K S 1,56m 0 0 3 2,36m Or 0.0 jalgtee servajoon 2,46m 1,00m 2,31m 2,27m 1,61m 40.0 40.0 0 40.0 40.0 40.0 0 0.0040.0 40.0 40.0 40.0 40.0 K 40.0 3 40.0 40.0 K 40.0 2,01m MR-sasiCl 2,25m 2,34m K 0.35 0 0 2,34m 0 0.00 2,14m 0.25 2,14m 0 1,88m2,96m sidetrass min 1.5m K 0.0 S K 2,71m 0.10 2,4m 2,33m 2,44m 2,35m K 0 1,88m 1,53m 0.0 2,99m 2,62m 2,85m 2,96m K 1,54m 1,94m 1,99m 1,56m 2,33m 1,62m 2,74m 3,03m 0.40 0.30 3,3m Mg 0 3 38.40 2,04m Kontrolljooned: 0 S 2,52m 1,6m 0.0 maapinnast 0.0 1,91m S 3,07m Or 1.25 K K K Mg 0 olemasolev maapind 0 0.0 0 0.0 K 38.20 1,56m 1,9m 3 1,57m K 1,92m 1,00m Mg Mg 2,58m 1,54m 4 S K K39.0 1,59m S Or 1,93m Or 1,55m 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 1,67m 1,93m K K 1,54m 1,56m S Mg K 1,56m 4 S 1,00m 1,96m Mg 4 K K 38.72 Sidekaevude profiilid: 4 K Or K K S V1 V1 V1 Or K K MR-orsaCl 3 38.45 KS1 V1 V1 V1 V1 Pt K Or S MR-saclSi S 3 KS1 KS1 KS1 KS1 V1 S S Minimaalselt 1 vaherõngas maapind gaasitrass min.1,5m37.95 maapinnast V1 MR-orgrsiSa KS1 KS1 KS1 V1 KS1 V1 KS1 V1 KS1 V1 KS1 V1 V1 V1 V1 V1 V1 V1 V1 S 338.0 3 3 38.0 38.0 38.0 KS1 KS1 KS1 38.0 KS1 KS1 KS1 38.0 MR-clSa 38.0 3 38.0 O 38.0 38.0 38.0 38.0 38.0 38.0 veetoru min 1.8 maapinnast KS1 3 V1 37.82 0,3m KS1 FSa V1MR-saclSi Paigaldussügavus V1 V1 37.68 V1 V1 37.70 KS1 Kaevu pind - maapind survekanal min 1.8 maapinnast 37.65 MR-saclSi V1 V1 V1 KS1 KS1 ~ teleskoopluuk 37.45 V1 V1 V1 V1 V1 V1 V1 V1 37.42 MR-saclSi V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 37.40KS1 KS1 KS1 KS1 Orienteevuv lubjakivi pind K MR-saclSi 0,1m V1 KS1 V1 K KS1 V1 V1 KS1 37.30 KS1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 37.25 KS1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 Fin: 1.35m O V1 KS1 KS1 V1 V1 KS1 KS1 E Fin: 1.55m E 1,00m K KS1 37.15 KS1 KS1 1 KS1 1 KS K 37.0 37.0 PR-13 O 37.0 PR-14 PR-15 37.0 PR-16 37.0 KS1 PR-17 PR-18 Fin: 1.90m 37.0 KS PR-19 37.0 PR-20 37.0 PR-21 PR-22 37.0 PR-23 37.0 PR-24 37.0 PR-25 37.0 37.0 PR-26 PR-28 37.0 S 1,9m S O KS O 18 Orienteevuv lubjakivi pind 1 V1 V1 2,2m 4 3 Fin: 2.45m 1 Fin: 2.15m Orienteeruv paekivi tasapind KS 5.0 Fin: 3.25m Fin: 2.95m O KS Fin: 4.75m 1 V1 V1 O 0,3m 36.0 36.0 36.0 36.0 36.0 36.0 1 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 O 1,5m KS 2,2m / 1,5m Fin: 3.10m O O 0,3m Raudbetoonist O O täiskaevu gabariit 6.0 Paigaldussügavus maapinnast O orient. kaevu põhi: KKS-3 - 2,2m 35.0 35.0 35.0 35.0 35.0 35.0 4.5 35.0 35.0 O 35.0 35.0 35.0 35.0 35.0 35.0 KKS-4 - 2,5m Minimaalne torude sisseviigu kõrgus 0,3m kaevu põhjast F F 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 4+20.0 4+40.0 4+60.0 4+80.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 5+20.0 5+40.0 5+60.0 5+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 10+00.0 2+00.0 3+00.0 4+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 5+00.0 Piketaaž Piketaaž 40.51 39.61 40.43 40.54 40.65 40.74 40.19 40.19 40.29 40.34 40.14 40.04 39.43 39.53 39.63 39.73 40.59 40.16 40.22 40.13 40.03 40.26 40.46 40.65 40.85 41.24 41.44 41.60 41.59 41.38 41.76 42.07 41.76 41.60 41.46 41.32 41.30 40.40 40.62 39.92 39.59 39.70 39.70 39.74 39.64 39.54 39.66 39.76 39.86 39.96 40.41 39.61 40.06 41.48 40.24 39.37 39.65 39.56 40.07 41.04 Kõrgused teljel Kõrgused teljel 39.51 39.51 39.91 39.91 40.41 41.21 40.42 40.48 40.62 40.78 40.18 40.13 40.12 40.12 40.10 40.04 39.53 39.53 39.53 39.83 40.24 40.60 40.80 41.34 41.39 41.38 41.29 41.78 41.78 41.66 41.45 41.25 40.88 40.65 39.94 39.62 39.35 39.45 39.55 39.48 39.44 39.42 39.45 39.58 39.70 39.78 39.94 39.87 41.41 40.40 40.05 41.00 40.14 39.35 39.53 39.50 39.53 39.89 Maapinna kõrgused Maapinna kõrgused -0.01 -0.01 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 0.01 0.01 0.31 0.21 0.21 0.06 0.03 0.06 0.17 0.22 0.04 0.08 0.07 0.12 0.20 0.17 0.98 0.10 0.22 0.30 0.22 0.09 0.08 0.06 0.09 0.14 0.23 0.26 0.12 0.02 0.05 0.05 0.05 0.03 0.09 0.09 1.03 Kõrguste vahed Kõrguste vahed 0.01 0.11 0.09 0.02 0.12 0.03 0.18 0.02 0.04 0.07 38.20 38.10 38,19 38,10 37.87 38.00 38.20 38.50 38.68 38.55 38.20 38.45 38.45 38.70 38.95 38.60 39.15 39.75 39.40 39.80 39.82 39.55 39.30 38.62 38.72 38.03 36,65 37.98 37.95 38.6 38.4 38.3 37.8 GAASITORU KÕRGUS PEALT GAASITORU KÕRGUS PEALT 38.50 38.28 38.30 38.05 38.20 37.90 36,70 36,70 37.65 37.55 37.12 37.35 37.35 36,20 36,20 37.42 37.15 37.40 37.47 37.80 37.90 SURVEKANALI KÕRGUS PEALT SURVEKANALI KÕRGUS PEALT SURVEKANALI KÕRGUS PEALT G G 38.50 38.60 38.15 38.20 38.05 38.05 37.95 37,00 37,00 37,90 37.80 37,32 37.55 37.60 36,20 36,20 37.55 37.55 37.67 37.95 37.75 37.62 VEETORU KÕRGUS PEALT VEETORU KÕRGUS PEALT VEETORU KÕRGUS PEALT SIDETRASSI KÕRGUS PEALT SIDETRASSI KÕRGUS PEALT 38.35 38.05 37.95 37.75 37.65 37.85 37.95 37.90 36,70 37.90 37.85 38.25 38.35 38.55 39.75 39.65 38.6 38.4 38.3 38.2 38.0 38.0 38.2 38.4 38.8 39.2 39.6 39.4 39.8 39.8 39.7 39.7 40.1 40.1 39.6 39.1 H H MUUDATUSED / REVISIONS Koostaja / Kontrollija / Kinnitaja / PROJEKT / PROJECT LEPING NR / CONTRACT NO. 3.2-3/22/2031-1 TELLIJA / CLIENT PEATÖÖVÕTJA / KUUPÄEV / DATE MÕÕTKAVA / SCALE FORMAAT / JOONISE NIMETUS / DRAWING TITLE Nr/No Kuupäev/Date Kirjeldus / Description Originator Checker Approver MAIN CONTRACTOR PAPER SIZE 001 14.10.2024 Edited considering RBE's comments V.Randoja A.JärvemetsV.Randoja Rail Batlic Estonia OÜ AllSpark OÜ 26.11.2024 1:200 A3++ 002 25.11.2024 Edited considering Tallinna Vesi, Elveso, TRAM, Gaasivõrk, V.Randoja A.JärvemetsV.Randoja Veskiposti 2/1 10138 Tallinn, Estonia Suur-Sõjamäe 50a 11414 Tallinn, Estonia DRAWING STATUS TRAM PIKIPROFIIL Boftel comments Reg.no. 12734109 Reg.no. 12989482 TP/DTD TRAM LONGITUDINAL PROFILE NIMI / NAME ALLKIRI/SIGNATURE KUUPÄEV/DATE KOOSTAJA / ORIGINATOR R.Alas 26.11.2024 PROJEKTI KOOD / PROJECT CODE ASUKOHT / LOCATION ERIOSA / DISCIPLINE CODE RAIL BALTICA HARJUMAA PÕHITRASSI ALLTÖÖVÕTJA / SUB-CONTRACTOR TREV-2 Grupp AS KOOSTAJA / ORIGINATOR L.Karu 26.11.2024 PROJEKTI ID LÕIGU ID ALALÕIGU ID OSA/SÜSTEEM TSOON/ ASUKOHT RBR KOOD KOHLAIK KOOD STAADIUM RAUDTEETARISTU I ETAPI EHITUSTÖÖD / Keskkonnaprojekt OÜ PROJECT ID SECTION ID SUB-SECTION ID VOLUME/SYSTEM ZONE LOCATION RBR CODE LOCAL CODE PROJECT STAGE Teemeistri 2 KOOSTAJA / ORIGINATOR --- 26.11.2024 RAIL BALTICA MAIN RAILWAY Ringtee 12 10916 Tallinn, Estonia RBDTD-EE DS2 DPS1 RW0401 ZZ ZZZZ GE AA TP/DTD KOOSTAJA / ORIGINATOR V.Randoja 26.11.2024 Tartu Reg.no. 10047362 MUUDATUS / J Kaasrahastab Euroopa Liit Euroopa ühendamise rahastu INFRASTRUCTURE WORKS, HARJU DESIGN MANAGER A.Järvemets 26.11.2024 LEHE PEALKIRI / SHEET NAME: REVISION J Tartumaa RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf Co-financed by the Connecting Facility of the European Union COUNTRY, PHASE I PROJECT MANAGER E.Kimber 26.11.2024 Reg.No. 10769210 002 ARHIIVI NR / ARCHIVE NO. 1126P KINNITAJA / APPROVER V.Randoja 26.11.2024 LEHE NUMBER / SHEET NUMBER: AIO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf.dwg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 DO NOT SCALE FROM THIS DRAWING A A 11290 Tallinn-Lagedi tee km 5,70 kuni 7,05 B B C Pikiprofiil - Lagedi sõidutee, jalgtee, VK torustikud, gaas, sidetrass C V 1:1 H 1:10 kteeritud truubi kohal Projekteeritava sõidutee kõrgus (tee teljel) proje 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 4+20.0 4+40.0 4+60.0 4+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 5+20.0 5+40.0 5+60.0 5+80.0 10+00.0 4+00.0 2+00.0 3+00.0 5+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 Piketaaž 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 Truup Ø300 DPS1-IP47 42.0 42.0 42.0 40.83 40.96 Truup Ø300 põhi 40,57 Truup Ø300 DPS1-IP46 „Nõue = “ põhi 39,27 40.40 DPS1-IP45 põhi 39,72 ee poolne serv 41.0 41.0 Lagedi sõidutee jalgt 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 2,31m 1,92m „Nõue = “ 1,55m D jalgtee servajoon D 1,85m 3,41m 3,23m 2,18m olemasolev maapind jalgtee servajoon 1,56m jalgtee servajoon 2,46m 1,00m 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 2,25m 2,34m 2,14m 2,14m 2,44m 2,35m 1,53m 2,62m 2,85m 2,96m 1,54m 1,56m 2,04m Kontrolljooned: 2,52m olemasolev maapind 1,57m 1,92m 1,00m 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 1,67m 1,54m 1,56m 1,00m gaasitrass min.1,5m maapinnast 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 Orienteevuv lubjakivi pind E E 1,00m 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 18 Orienteevuv lubjakivi pind Orienteeruv paekivi tasapind 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 2,2m / 1,5m 35.0 1,5m 35.0 35.0 35.0 35.0 35.0 35.0 F F 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 4+20.0 4+40.0 4+60.0 4+80.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 5+20.0 5+40.0 5+60.0 5+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 10+00.0 2+00.0 3+00.0 4+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 5+00.0 Piketaaž Piketaaž 40.51 39.61 40.43 40.54 40.65 40.74 40.19 40.19 40.29 40.34 40.14 40.04 39.43 39.53 39.63 39.73 40.59 40.16 40.22 40.13 40.03 40.26 40.46 40.65 40.85 41.24 41.44 41.60 41.59 41.38 41.76 42.07 41.76 41.60 41.46 41.32 41.30 40.40 40.62 39.92 39.59 39.70 39.70 39.74 39.64 39.54 39.66 39.76 39.86 39.96 40.41 39.61 40.06 41.48 40.24 39.37 39.65 39.56 40.07 41.04 Kõrgused teljel Kõrgused teljel 39.51 39.51 39.91 39.91 40.41 41.21 40.42 40.48 40.62 40.78 40.18 40.13 40.12 40.12 40.10 40.04 39.53 39.53 39.53 39.83 40.24 40.60 40.80 41.34 41.39 41.38 41.29 41.78 41.78 41.66 41.45 41.25 40.88 40.65 39.94 39.62 39.35 39.45 39.55 39.48 39.44 39.42 39.45 39.58 39.70 39.78 39.94 39.87 41.41 40.40 40.05 41.00 40.14 39.35 39.53 39.50 39.53 39.89 Maapinna kõrgused Maapinna kõrgused -0.01 -0.01 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 0.01 0.01 0.31 0.21 0.21 0.06 0.03 0.06 0.17 0.22 0.04 0.08 0.07 0.12 0.20 0.17 0.98 0.10 0.22 0.30 0.22 0.09 0.08 0.06 0.09 0.14 0.23 0.26 0.12 0.02 0.05 0.05 0.05 0.03 0.09 0.09 1.03 Kõrguste vahed Kõrguste vahed 0.01 0.11 0.09 0.02 0.12 0.03 0.18 0.02 0.04 0.07 38.20 38.10 38,19 38,10 37.87 38.00 38.20 38.50 38.68 38.55 38.20 38.45 38.45 38.70 38.95 38.60 39.15 39.75 39.40 39.80 39.82 39.55 39.30 38.62 38.72 38.03 36,65 37.98 37.95 38.6 38.4 38.3 37.8 GAASITORU KÕRGUS PEALT GAASITORU KÕRGUS PEALT G G H H MUUDATUSED / REVISIONS Koostaja / Kontrollija / Kinnitaja / PROJEKT / PROJECT LEPING NR / CONTRACT NO. 3.2-3/22/2031-1 TELLIJA / CLIENT PEATÖÖVÕTJA / KUUPÄEV / DATE MÕÕTKAVA / SCALE FORMAAT / JOONISE NIMETUS / DRAWING TITLE Nr/No Kuupäev/Date Kirjeldus / Description Originator Checker Approver MAIN CONTRACTOR PAPER SIZE 001 14.10.2024 Edited considering RBE's comments V.Randoja A.JärvemetsV.Randoja Rail Batlic Estonia OÜ AllSpark OÜ 26.11.2024 1:200 A3++ 002 25.11.2024 Edited considering Tallinna Vesi, Elveso, TRAM, Gaasivõrk, V.Randoja A.JärvemetsV.Randoja Veskiposti 2/1 10138 Tallinn, Estonia Suur-Sõjamäe 50a 11414 Tallinn, Estonia DRAWING STATUS TRAM PIKIPROFIIL Boftel comments Reg.no. 12734109 Reg.no. 12989482 TP/DTD TRAM LONGITUDINAL PROFILE NIMI / NAME ALLKIRI/SIGNATURE KUUPÄEV/DATE KOOSTAJA / ORIGINATOR R.Alas 26.11.2024 PROJEKTI KOOD / PROJECT CODE ASUKOHT / LOCATION ERIOSA / DISCIPLINE CODE RAIL BALTICA HARJUMAA PÕHITRASSI ALLTÖÖVÕTJA / SUB-CONTRACTOR TREV-2 Grupp AS KOOSTAJA / ORIGINATOR L.Karu 26.11.2024 PROJEKTI ID LÕIGU ID ALALÕIGU ID OSA/SÜSTEEM TSOON/ ASUKOHT RBR KOOD KOHLAIK KOOD STAADIUM RAUDTEETARISTU I ETAPI EHITUSTÖÖD / Keskkonnaprojekt OÜ PROJECT ID SECTION ID SUB-SECTION ID VOLUME/SYSTEM ZONE LOCATION RBR CODE LOCAL CODE PROJECT STAGE Teemeistri 2 KOOSTAJA / ORIGINATOR --- 26.11.2024 RAIL BALTICA MAIN RAILWAY Ringtee 12 10916 Tallinn, Estonia RBDTD-EE DS2 DPS1 RW0401 ZZ ZZZZ GE AA TP/DTD KOOSTAJA / ORIGINATOR V.Randoja 26.11.2024 Tartu Reg.no. 10047362 MUUDATUS / J Kaasrahastab Euroopa Liit Euroopa ühendamise rahastu INFRASTRUCTURE WORKS, HARJU DESIGN MANAGER A.Järvemets 26.11.2024 LEHE PEALKIRI / SHEET NAME: REVISION J Tartumaa RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf Co-financed by the Connecting Facility of the European Union COUNTRY, PHASE I PROJECT MANAGER E.Kimber 26.11.2024 Reg.No. 10769210 002 ARHIIVI NR / ARCHIVE NO. 1126P KINNITAJA / APPROVER V.Randoja 26.11.2024 LEHE NUMBER / SHEET NUMBER: Gaas 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf.dwg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 DO NOT SCALE FROM THIS DRAWING A A 11290 Tallinn-Lagedi tee km 5,70 kuni 7,05 B B C Pikiprofiil - Lagedi sõidutee, jalgtee, VK torustikud, gaas, sidetrass C V 1:1 H 1:10 kteeritud truubi kohal Projekteeritava sõidutee kõrgus (tee teljel) proje 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 4+20.0 4+40.0 4+60.0 4+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 5+20.0 5+40.0 5+60.0 5+80.0 10+00.0 4+00.0 2+00.0 3+00.0 5+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 Piketaaž 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 Truup Ø300 DPS1-IP47 42.0 42.0 42.0 40.83 40.96 Truup Ø300 põhi 40,57 Truup Ø300 DPS1-IP46 „Nõue = “ 1,59m 2,09m 1,88m 2,09m põhi 39,27 põhi 39,72 ee poolne serv 40.40 DPS1-IP45 Lagedi sõidutee jalgt 1,58m 1,61m 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 1,53m K 1,58m 1,56m „Nõue = “ D jalgtee servajoon K D 1,57m K 1,56m K 2,3m S olemasolev maapind jalgtee servajoon K S 3 2,36m jalgtee servajoon 1,00m 2,31m 1,61m 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 K 40.0 3 40.0 40.0 K 40.0 2,01m 2,3m 2,34m K 2,3m 2,34m 2,28m 2,78m 2,69m 2,96m sidetrass min 1.5m 2,59m S 2,09m K 2,54m K K 1,88m 2,3m K 1,99m 2,33m 1,62m 1,53m 2,74m 1,54m Kontrolljooned: 3 38.40 S 1,6m maapinnast S K K K 1,64m K olemasolev maapind 38.20 1,65m 1,56m K 3 1,00m 1,53m 1,51m 2,58m 1,54m 4 1,53m S K K39.0 1,59m S 1,55m 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 K K 1,56m 4 S K S 1,00m 4 K K 38.72 Sidekaevude profiilid: Nõue = sõidutee -2.2m + maa -1.5m 4 K K K K S 3 38.45 K S K S 3 S S Minimaalselt 1 vaherõngas maapind S 3 3 38.0 38.0 37.95 38.0 38.0 38.0 338.0 38.0 3 38.0 38.0 38.0 38.0 38.0 38.0 38.0 3 37.82 0,3m Paigaldussügavus 37.70 Kaevu pind - maapind 37.68 37.65 ~ teleskoopluuk 37.45 37.42 37.40 Orienteevuv lubjakivi pind K 0,1m K 37.30 37.25 E E 1,00m K 37.15 K 37.0 37.0 PR-13 37.0 PR-14 PR-15 37.0 PR-16 37.0 PR-17 PR-18 37.0 PR-19 37.0 PR-20 37.0 PR-21 PR-22 37.0 PR-23 37.0 PR-24 37.0 PR-25 37.0 37.0 PR-26 PR-28 37.0 S 1,9m S 18 Orienteevuv lubjakivi pind 2,2m 4 3 Orienteeruv paekivi tasapind 0,3m 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 2,2m / 1,5m 1,5m 0,3m Raudbetoonist täiskaevu gabariit Paigaldussügavus maapinnast orient. kaevu põhi: 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 35.0 KKS-3 - 2,2m KKS-4 - 2,5m Minimaalne torude sisseviigu kõrgus 0,3m kaevu põhjast F F 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 4+20.0 4+40.0 4+60.0 4+80.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 5+20.0 5+40.0 5+60.0 5+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 10+00.0 2+00.0 3+00.0 4+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 5+00.0 Piketaaž Piketaaž 40.51 39.61 40.43 40.54 40.65 40.74 40.19 40.19 40.29 40.34 40.14 40.04 39.43 39.53 39.63 39.73 40.59 40.16 40.22 40.13 40.03 40.26 40.46 40.65 40.85 41.24 41.44 41.60 41.59 41.38 41.76 42.07 41.76 41.60 41.46 41.32 41.30 40.40 40.62 39.92 39.59 39.70 39.70 39.74 39.64 39.54 39.66 39.76 39.86 39.96 40.41 39.61 40.06 41.48 40.24 39.37 39.65 39.56 40.07 41.04 Kõrgused teljel Kõrgused teljel 39.51 39.51 39.91 39.91 40.41 41.21 40.42 40.48 40.62 40.78 40.18 40.13 40.12 40.12 40.10 40.04 39.53 39.53 39.53 39.83 40.24 40.60 40.80 41.34 41.39 41.38 41.29 41.78 41.78 41.66 41.45 41.25 40.88 40.65 39.94 39.62 39.35 39.45 39.55 39.48 39.44 39.42 39.45 39.58 39.70 39.78 39.94 39.87 41.41 40.40 40.05 41.00 40.14 39.35 39.53 39.50 39.53 39.89 Maapinna kõrgused Maapinna kõrgused -0.01 -0.01 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 0.01 0.01 0.31 0.21 0.21 0.06 0.03 0.06 0.17 0.22 0.04 0.08 0.07 0.12 0.20 0.17 0.98 0.10 0.22 0.30 0.22 0.09 0.08 0.06 0.09 0.14 0.23 0.26 0.12 0.02 0.05 0.05 0.05 0.03 0.09 0.09 1.03 Kõrguste vahed Kõrguste vahed 0.01 0.11 0.09 0.02 0.12 0.03 0.18 0.02 0.04 0.07 G G SIDETRASSI KÕRGUS PEALT SIDETRASSI KÕRGUS PEALT 38.35 38.05 37.95 37.75 37.65 37.85 37.95 37.90 36,70 37.90 37.85 38.25 38.35 38.55 39.75 39.65 38.6 38.4 38.3 38.2 38.0 38.0 38.2 38.4 38.8 39.2 39.6 39.4 39.8 39.8 39.7 39.7 40.1 40.1 39.6 39.1 H H MUUDATUSED / REVISIONS Koostaja / Kontrollija / Kinnitaja / PROJEKT / PROJECT LEPING NR / CONTRACT NO. 3.2-3/22/2031-1 TELLIJA / CLIENT PEATÖÖVÕTJA / KUUPÄEV / DATE MÕÕTKAVA / SCALE FORMAAT / JOONISE NIMETUS / DRAWING TITLE Nr/No Kuupäev/Date Kirjeldus / Description Originator Checker Approver MAIN CONTRACTOR PAPER SIZE 001 14.10.2024 Edited considering RBE's comments V.Randoja A.JärvemetsV.Randoja Rail Batlic Estonia OÜ AllSpark OÜ 26.11.2024 1:200 A3++ 002 25.11.2024 Edited considering Tallinna Vesi, Elveso, TRAM, Gaasivõrk, V.Randoja A.JärvemetsV.Randoja Veskiposti 2/1 10138 Tallinn, Estonia Suur-Sõjamäe 50a 11414 Tallinn, Estonia DRAWING STATUS TRAM PIKIPROFIIL Boftel comments Reg.no. 12734109 Reg.no. 12989482 TP/DTD TRAM LONGITUDINAL PROFILE NIMI / NAME ALLKIRI/SIGNATURE KUUPÄEV/DATE KOOSTAJA / ORIGINATOR R.Alas 26.11.2024 PROJEKTI KOOD / PROJECT CODE ASUKOHT / LOCATION ERIOSA / DISCIPLINE CODE RAIL BALTICA HARJUMAA PÕHITRASSI ALLTÖÖVÕTJA / SUB-CONTRACTOR TREV-2 Grupp AS KOOSTAJA / ORIGINATOR L.Karu 26.11.2024 PROJEKTI ID LÕIGU ID ALALÕIGU ID OSA/SÜSTEEM TSOON/ ASUKOHT RBR KOOD KOHLAIK KOOD STAADIUM RAUDTEETARISTU I ETAPI EHITUSTÖÖD / Keskkonnaprojekt OÜ PROJECT ID SECTION ID SUB-SECTION ID VOLUME/SYSTEM ZONE LOCATION RBR CODE LOCAL CODE PROJECT STAGE Teemeistri 2 KOOSTAJA / ORIGINATOR --- 26.11.2024 RAIL BALTICA MAIN RAILWAY Ringtee 12 10916 Tallinn, Estonia RBDTD-EE DS2 DPS1 RW0401 ZZ ZZZZ GE AA TP/DTD KOOSTAJA / ORIGINATOR V.Randoja 26.11.2024 Tartu Reg.no. 10047362 MUUDATUS / J Kaasrahastab Euroopa Liit Euroopa ühendamise rahastu INFRASTRUCTURE WORKS, HARJU DESIGN MANAGER A.Järvemets 26.11.2024 LEHE PEALKIRI / SHEET NAME: REVISION J Tartumaa RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf Co-financed by the Connecting Facility of the European Union COUNTRY, PHASE I PROJECT MANAGER E.Kimber 26.11.2024 Reg.No. 10769210 002 ARHIIVI NR / ARCHIVE NO. 1126P KINNITAJA / APPROVER V.Randoja 26.11.2024 LEHE NUMBER / SHEET NUMBER: Side 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf.dwg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 DO NOT SCALE FROM THIS DRAWING A A 11290 Tallinn-Lagedi tee km 5,70 kuni 7,05 B B C Pikiprofiil - Lagedi sõidutee, jalgtee, VK torustikud, gaas, sidetrass C V 1:1 H 1:10 kteeritud truubi kohal Projekteeritava sõidutee kõrgus (tee teljel) proje 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 4+20.0 4+40.0 4+60.0 4+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 5+20.0 5+40.0 5+60.0 5+80.0 10+00.0 4+00.0 2+00.0 3+00.0 5+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 Piketaaž 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 Truup Ø300 DPS1-IP47 42.0 42.0 42.0 40.83 40.96 Truup Ø300 põhi 40,57 Truup Ø300 DPS1-IP46 „Nõue = “ põhi 39,27 40.40 DPS1-IP45 põhi 39,72 ee poolne serv 41.0 41.0 Lagedi sõidutee jalgt 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 41.0 „Nõue = “ D jalgtee servajoon D olemasolev maapind jalgtee servajoon jalgtee servajoon 1,00m 2,27m 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 2,71m 2,4m 2,33m 2,99m 1,94m 3,03m 3,3m Kontrolljooned: 1,91m 3,07m olemasolev maapind 1,9m 1,00m 1,93m 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 1,93m 1,88m 1,00m 1,96m V1 V1 V1 Nõue = sõidutee -2.2m + maa -1.8m KS1 KS1 KS1 V1 KS1 V1 KS1 V1 V1 V1 V1 KS1 KS1 V1 V1 V1 V1 V1 V1 V1 KS1 KS1 KS1 V1 V1 V1 KS1 KS1 KS1 KS1 KS1 KS1 V1 V1 38.0 38.0 38.0 38.0 KS1 KS1 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 38.0 veetoru min 1.8 maapinnast KS1 KS1 V1 V1 V1 V1 V1 V1 KS1 survekanal min 1.8 maapinnast V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 KS1 KS1 KS1 KS1 KS1 Orienteevuv lubjakivi pind V1 KS1 KS1 V1 KS1 V1 V1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 KS1 V1 KS1 KS1 KS1 KS1 KS1 KS1 V1 V1 KS1 KS1 KS1 KS1 KS1 E E 1,00m KS1 KS1 KS1 1 KS1 1 KS KS1 KS 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 37.0 KS 18 Orienteevuv lubjakivi pind 1 V1 V1 1 Orienteeruv paekivi tasapind KS KS 1 V1 V1 36.0 36.0 36.0 36.0 36.0 36.0 1 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 1,5m KS 35.0 35.0 35.0 35.0 35.0 35.0 35.0 2,2m / 1,5m 35.0 35.0 35.0 35.0 35.0 35.0 35.0 F F 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 4+20.0 4+40.0 4+60.0 4+80.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 5+20.0 5+40.0 5+60.0 5+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 10+00.0 2+00.0 3+00.0 4+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 5+00.0 Piketaaž Piketaaž 40.51 39.61 40.43 40.54 40.65 40.74 40.19 40.19 40.29 40.34 40.14 40.04 39.43 39.53 39.63 39.73 40.59 40.16 40.22 40.13 40.03 40.26 40.46 40.65 40.85 41.24 41.44 41.60 41.59 41.38 41.76 42.07 41.76 41.60 41.46 41.32 41.30 40.40 40.62 39.92 39.59 39.70 39.70 39.74 39.64 39.54 39.66 39.76 39.86 39.96 40.41 39.61 40.06 41.48 40.24 39.37 39.65 39.56 40.07 41.04 Kõrgused teljel Kõrgused teljel 39.51 39.51 39.91 39.91 40.41 41.21 40.42 40.48 40.62 40.78 40.18 40.13 40.12 40.12 40.10 40.04 39.53 39.53 39.53 39.83 40.24 40.60 40.80 41.34 41.39 41.38 41.29 41.78 41.78 41.66 41.45 41.25 40.88 40.65 39.94 39.62 39.35 39.45 39.55 39.48 39.44 39.42 39.45 39.58 39.70 39.78 39.94 39.87 41.41 40.40 40.05 41.00 40.14 39.35 39.53 39.50 39.53 39.89 Maapinna kõrgused Maapinna kõrgused -0.01 -0.01 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 -0.03 0.01 0.01 0.31 0.21 0.21 0.06 0.03 0.06 0.17 0.22 0.04 0.08 0.07 0.12 0.20 0.17 0.98 0.10 0.22 0.30 0.22 0.09 0.08 0.06 0.09 0.14 0.23 0.26 0.12 0.02 0.05 0.05 0.05 0.03 0.09 0.09 1.03 Kõrguste vahed Kõrguste vahed 0.01 0.11 0.09 0.02 0.12 0.03 0.18 0.02 0.04 0.07 38.50 38.28 38.30 38.05 38.20 37.90 36,70 36,70 37.65 37.55 37.12 37.35 37.35 36,20 36,20 37.42 37.15 37.40 37.47 37.80 37.90 SURVEKANALI KÕRGUS PEALT SURVEKANALI KÕRGUS PEALT SURVEKANALI KÕRGUS PEALT G G 38.50 38.60 38.15 38.20 38.05 38.05 37.95 37,00 37,00 37,90 37.80 37,32 37.55 37.60 36,20 36,20 37.55 37.55 37.67 37.95 37.75 37.62 VEETORU KÕRGUS PEALT VEETORU KÕRGUS PEALT VEETORU KÕRGUS PEALT H H MUUDATUSED / REVISIONS Koostaja / Kontrollija / Kinnitaja / PROJEKT / PROJECT LEPING NR / CONTRACT NO. 3.2-3/22/2031-1 TELLIJA / CLIENT PEATÖÖVÕTJA / KUUPÄEV / DATE MÕÕTKAVA / SCALE FORMAAT / JOONISE NIMETUS / DRAWING TITLE Nr/No Kuupäev/Date Kirjeldus / Description Originator Checker Approver MAIN CONTRACTOR PAPER SIZE 001 14.10.2024 Edited considering RBE's comments V.Randoja A.JärvemetsV.Randoja Rail Batlic Estonia OÜ AllSpark OÜ 26.11.2024 1:200 A3++ 002 25.11.2024 Edited considering Tallinna Vesi, Elveso, TRAM, Gaasivõrk, V.Randoja A.JärvemetsV.Randoja Veskiposti 2/1 10138 Tallinn, Estonia Suur-Sõjamäe 50a 11414 Tallinn, Estonia DRAWING STATUS TRAM PIKIPROFIIL Boftel comments Reg.no. 12734109 Reg.no. 12989482 TP/DTD TRAM LONGITUDINAL PROFILE NIMI / NAME ALLKIRI/SIGNATURE KUUPÄEV/DATE KOOSTAJA / ORIGINATOR R.Alas 26.11.2024 PROJEKTI KOOD / PROJECT CODE ASUKOHT / LOCATION ERIOSA / DISCIPLINE CODE RAIL BALTICA HARJUMAA PÕHITRASSI ALLTÖÖVÕTJA / SUB-CONTRACTOR TREV-2 Grupp AS KOOSTAJA / ORIGINATOR L.Karu 26.11.2024 PROJEKTI ID LÕIGU ID ALALÕIGU ID OSA/SÜSTEEM TSOON/ ASUKOHT RBR KOOD KOHLAIK KOOD STAADIUM RAUDTEETARISTU I ETAPI EHITUSTÖÖD / Keskkonnaprojekt OÜ PROJECT ID SECTION ID SUB-SECTION ID VOLUME/SYSTEM ZONE LOCATION RBR CODE LOCAL CODE PROJECT STAGE Teemeistri 2 KOOSTAJA / ORIGINATOR --- 26.11.2024 RAIL BALTICA MAIN RAILWAY Ringtee 12 10916 Tallinn, Estonia RBDTD-EE DS2 DPS1 RW0401 ZZ ZZZZ GE AA TP/DTD KOOSTAJA / ORIGINATOR V.Randoja 26.11.2024 Tartu Reg.no. 10047362 MUUDATUS / J Kaasrahastab Euroopa Liit Euroopa ühendamise rahastu INFRASTRUCTURE WORKS, HARJU DESIGN MANAGER A.Järvemets 26.11.2024 LEHE PEALKIRI / SHEET NAME: REVISION J Tartumaa RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf Co-financed by the Connecting Facility of the European Union COUNTRY, PHASE I PROJECT MANAGER E.Kimber 26.11.2024 Reg.No. 10769210 002 ARHIIVI NR / ARCHIVE NO. 1126P KINNITAJA / APPROVER V.Randoja 26.11.2024 LEHE NUMBER / SHEET NUMBER: VK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 RBDTD-EE-DS2-DPS1_TRE_RW0401-ZZ_ZZZZ_D4_GE-AA_DTD_LongProf.dwg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 DO NOT SCALE FROM THIS DRAWING A A 11290 Tallinn-Lagedi tee km 5,70 kuni 7,05 B B C Pikiprofiil - Lagedi sõidutee, jalgtee, VK torustikud, gaas, sidetrass C V 1:1 H 1:10 kteeritud truubi kohal Projekteeritava sõidutee kõrgus (tee teljel) proje 10+20.0 10+40.0 10+60.0 10+80.0 11+00.0 11+20.0 11+40.0 11+60.0 0+20.0 0+40.0 0+60.0 0+80.0 2+20.0 2+40.0 2+60.0 2+80.0 3+20.0 3+40.0 3+60.0 3+80.0 4+20.0 4+40.0 4+60.0 4+80.0 6+20.0 6+40.0 6+60.0 6+80.0 7+20.0 7+40.0 7+60.0 7+80.0 8+20.0 8+40.0 8+60.0 8+80.0 9+20.0 9+40.0 9+60.0 9+80.0 1+20.0 1+40.0 1+60.0 1+80.0 5+20.0 5+40.0 5+60.0 5+80.0 10+00.0 4+00.0 2+00.0 3+00.0 5+00.0 6+00.0 7+00.0 8+00.0 9+00.0 1+00.0 Piketaaž 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 42.0 Truup Ø300 DPS1-IP47 42.0 42.0 42.0 40.83 40.96 Truup Ø300 põhi 40,57 Truup Ø300 DPS1-IP46 „Nõue = “ 1,59m 2,09m 1,88m 2,09m põhi 39,27 põhi 39,72 ee poolne serv 40.40 DPS1-IP45 Lagedi sõidutee jalgt 1,58m
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