Balticconnectori Kiili Paldiski gaasitorustiku 2 etapi TP kooskõlastamise taotlus

LEGEND Induction bend R=5D, Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 II-40 IP-3 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 50+03 Designed gas pipeline in casing (open way) II-39 Designed gas pipeline in casing (closed manner) Designed gas pipeline protection zone 10 m to either sides from the pipe axis Designed induction bend Designed gas pipeline pickets Land allotment limits Induction bend R=5D, Road / railway protection zone 6573770.9 Gas pipeline markers 541971.4 48+78 road crossing PA10 Borehole (refer to Geological survey part) 6573769.4 Road No. 15 I-1 / II-1 I / II - stage of construction / 1 - number of route change point 541974.3 Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Refer to 12516_TP_GV-6-06_v02_profile ATTENTION! Communications cable Cathodic protection test station (TS) (refer to Cathodic Protection part) Road crossing performed in closed manner Manual digging. Temporary hanging Refer to 12516_TP_GV-7-01_v03_TD IP-9 Refer to 12516_TP_GV-6-06_v02_profile Number and picket of gas pipe indication plate (IP) set Drilling target pit at the bottom 150+97 3 m x 4 m, slope angle ~ FOC- cable well (refer to Electronic Communication part) 33 .0 13 m .2 m 12 .1 8. m 8. 2 9 m m Beginning of 19 page II-38 6573712.0 II-37 PA11 PA10 542013.6 40.0 m 25 .0 6573710.4 m 542016.5 30 Control pipe .0 m Refer to 12516_TP_GV-7-02_v03_TD Drilling starting pit at the End of 17 page Control pipe bottom 20 m x 4 m, slope angle ~ AEL 10 kV crossing Refer to 12516_TP_GV-7-02_v03_TD 194 ATTENTION! Communications cable ATTENTION! Communications cable Fragment of pages layout 21 Manual digging. Temporary hanging Manual digging. Temporary hanging Refer to 12516_TP_GV-7-01_v03_TD 30 Refer to 12516_TP_GV-7-01_v03_TD 20 .0 19 m Refer to 12516_TP_GV-6-06_v02_profile 18 Refer to 12516_TP_GV-6-06_v02_profile 17 16 15 1 : 500 1 10 m 0 10 m 50 m NOTES NOTES 1. 1. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 2. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis level is determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on continued acc. to revised drawing data only. parandatud. 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb completion the road surface shall be reinstalled to its original condition. taastada teekate esialgne olukord. Coordinate system L-EST97 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 5. Height system EH2000 2,0 m. 6. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte than 3,0 m. 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the road 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast 0B 2018-12-13 Re-issued for approval shall be not less than 25 m, and from outer track axis shall be not less than 40 m. ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25 m 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge and not 0A 2018-11-22 Issued for approval less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 9. Terastoru d1016 x s mm jaoks Rt = 235 MPa on projekteeritud. peab seina paksus Rev. Date Description 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm. 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 EPC Contracting 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, Contractor Authority m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. Title of overall project 11. Servituudi laiused: 11. Width of protection zone: Position - - EPC works for DN700 MOP 54 gas pipeline from Kiili to - - Paldiski - - DM - railway - 30 m from auter track axis. - CM Valdas Sabaliauskas 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. Document name DDM Rev. 13. 48+78 road crossing performed in closed manner (avoiding road cover disassemble). 13. DDM DN700 MOP 54 gas pipeline from Kiili to Paldiski. 14. The number, location and type of weights specified in drawings 12516_TP_GV-7-04_v01_TD and 14.Raskuste number, asukoht ning on kajastatud joonistel 12516_TP_GV-7-04_v01_TD ning 12516_TP_GV-7-05_v01_TD are approximate only. Final quantities, location and type of weights shall be 12516_TP_GV-7-05_v01_TD ning need on eeldatavad. Raskuste mahud, asukoht ning PPM Pipeline layout in Saku municipality 0B from picket 47+13 to 50+27. Scale 1:500 determined during construction considering ground composition and water level. Eng Document number (Construction Registry) Page Pages 12516_TP_GV-4-18_v02_layout EN The sole responsibility of this publication lies with the author. Document number (Contracting Authority) The European Union is not responsible for any use that may be made of the 18 194 information contained therein. n/a  48+78 road crossing 38,2 m 29,3 m NOTES Road crossing profile at stake 48+78 Road No. 15 TALLINN-RAPLA-T KM 11,9 14,4 m Border line of Road Department land Road crossing performed in closed manner 15,1 m Control pipe 1. 45,00 45,00 Border line of Road Department land 45,00 45,00 45,00 45,00 45,00 45,00 Refer to 12516_TP_GV-7-02_v03_TD 45,00 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. Cathodic protection test station (TS) 4,4 m Cathodic protection test station (TS) 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined then Refer to Project Cathodic Protection part ATTENTION! Communication cable 44,50 44,50 44,50 44,50 44,50 4,8 m 44,50 Refer to Project Cathodic Protection part 44,50 44,50 44,50 works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data only. Control pipe Manual digging. Temporary hanging Gas pipeline marker Drilling starting pit at the bottom 20 m x 4 m, 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works completion the road Refer to 12516_TP_GV-7-02_v03_TD Drilling target pit at the bottom 3 m x 4 m, Borehole PA11 43,92 Casing end Refer to 12516_TP_GV-7-01_v03_TD slope angle ~ 44,00 Borehole PA10 surface shall be reinstalled to its original condition. 44,00 slope angle ~ 44,00 44,00 44,00 44,00 Refer to 12516_TP_GV-7-02_v03_TD 44,00 44,00 44,00 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 43,50 43,50 43,50 43,50 43,50 43,50 ATTENTION! Communication cable 43,50 43,50 43,50 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the road shall be not less than 43,05 Manual digging. Temporary hanging 25 m, and from outer track axis shall be not less than 40 m. 3,4 m 43,00 FOC-cable 42,78 Refer to 12516_TP_GV-7-01_v03_TD 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge and not less as 2 m from 43,00 Casing end ATTENTION! Communication 43,00 cable 43,00 Refer to Project Electronic Communication part 43,00 43,00 43,00 43,00 43,00 roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 0,7 m 2,3 m Refer to 12516_TP_GV-7-02_v03_TD Manual digging. Temporary hanging 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm. 42,43 1,1 m 42,50 42,50 Refer to 12516_TP_GV-7-01_v03_TD 42,50 42,50 42,50 42,50 42,50 42,50 42,50 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, depth 1 m from 1,0 m the bottom of the predetermined pipe and target pit with measurements length 4 m, width 3 m, depth 1 m from the bottom of the 42,00 predetermined pipe shall be prepared. 42,00 41,72 42,00 42,00 42,00 42,00 42,00 42,00 42,00 41,60 11. Width of protection zone: - 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 - - 41,00 - railway - 30 m from auter track axis. 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. 13. 48+78 road crossing performed in closed manner (avoiding road cover disassemble). 40,50 40,50 40,50 40,50 40,50 40,50 40,50 Vertical turn 3,8 40,50 40,50 14. The number, location and type of weights specified in drawings 12516_TP_GV-7-04_v01_TD and 12516_TP_GV-7-05_v01_TD are cold bend 4 approximate only. Final quantities, location and type of weights shall be determined during construction considering ground composition from 48+40 to 58+52 1,0 m and water level. 1,0 m Vertical 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 scale 1:50 4,0 m 20,0 m 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 Horizontal NOTES 40,84 41,55 43,28 49+15 41,66 45,04 48+78 41,60 43,78 48+57 48+56 40,64 41,35 43,77 48+52 40,63 41,34 43,78 48+48 41,00 41,71 43,86 48+40 41,52 42,23 43,98 48+32 40,79 41,50 43,74 49+00 40,78 41,49 43,75 48+97 41,72 43,75 48+96 scale 1:50 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 1. 41,69 44,03 41,68 44,77 41,68 44,96 41,63 43,92 41,72 43,75 41,65 44,95 41,64 44,78 2,41 40,66 41,37 43,78 2,41 40,66 41,37 43,78 Altitude of 2. Ground Level, m 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis peatatakse ja Altitude of Pipe/Casing Top, m 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb taastada teekate esialgne olukord. Altitude of Pipe/Casing 5. Bottom, m 6. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte kui 25m Coordinate system L-EST97 Coverage 2,24 2,26 2,03 2,03 2,33 2,29 2,18 2,42 2,44 2,15 3,09 3,28 3,38 3,30 3,14 1,73 1,75 to Pipe/Casing Top, m Height system EH2000 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast ning samal ajal Pipe/Casing Bottom 2,45 2,95 2,97 3,12 3,12 2,86 2,46 3,13 3,15 Depth, m ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25 m kaugusel raudtee d711x8,8 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, 9. Terastoru d1016 x s mm jaoks Rt = 235 MPa on projekteeritud. peab seina paksus olema 11 0B 2018-12-13 Re-issued for approval Pipe isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm mm. 0A 2018-11-22 Issued for approval Slope 0 00 3 63 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 m, laius 4 m ja Rev. Date Description 14,2 Lenght, m 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja 1 m perspetkiivse toru 68,5 EPC Contracting 11. Servituudi laiused: Contractor Authority Distance, m 14,9 2,5 1,4 1,1 7,3 2,6 2,0 10,4 1,7 3,4 6,6 3,5 1,1 3,6 4,2 1,8 6,0 8,2 0,3 - Title of overall project - Casing length 40 m FOC- cable well Cathodic protection test station (TS) - Position Refer to Project Cathodic Protection part Refer to Electronic Communication part AEL 10 kV crossing - EPC works for DN700 MOP 54 gas pipeline from Kiili to Boring length 35 m 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. Paldiski PA10 Cathodic protection test station (TS) 13. 14.Raskuste number, asukoht ning on kajastatud joonistel 12516_TP_GV-7-04_v01_TD ning 12516_TP_GV-7-05_v01_TD ning DM CM Valdas Sabaliauskas Refer to Project Cathodic Protection part need on eeldatavad. Raskuste mahud, asukoht ning kihtidest maa all ning DDM Document name Rev. Layout vee tasemest. DDM DN700 MOP 54 gas pipeline from Kiili to Paldiski. PA11 ATTENTION! Communication cable PPM Pipeline profile in Saku municipality from picket 48+32 to 49+15 0B ATTENTION! Communication cable Manual digging. Temporary hanging Control pipe Eng ATTENTION! Communication cable Control pipe Manual digging. Temporary hanging Refer to 12516_TP_GV-7-01_v03_TD Gas pipeline marker Refer to 12516_TP_GV-7-02_v03_TD 1 : 50 Document number (Construction Registry) Page Pages Manual digging. Temporary hanging Refer to 12516_TP_GV-7-02_v03_TD Drilling target pit at the bottom 3 m x 4 m, Drilling starting pit at the bottom 20 m x 4 m, 12516_TP_GV-6-06_v02_profile Refer to 12516_TP_GV-7-01_v03_TD Refer to 12516_TP_GV-7-01_v03_TD EN slope angle ~ slope angle ~ The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 6 226 1m 0 1m 5m The European Union is not responsible for any use that may be made of the n/a information contained therein.  HeatConsult OÜ Teie 20.12.2018 [email protected] Meie 27.12.2018 nr 15-2/18/47903-6 DN700 MOP 54 gaasitorustik Kiilist Paldiskini II etapp Esitasite 08.11.2018 kirjaga Maanteeametile kooskõlastamiseks projekti „DN700 MOP46 gaasitorustik Kiilist Paldiskini“ II etapi lahenduse. Maanteeamet kooskõlastas 18.12.2018 kirjaga nr 15-2/18/47903-4 kõnealuse lahenduse. 20.12.2018 esitasite Maanteeametile kooskõlastamiseks projekti II etapi korrigeeritud lahenduse, mille kohaselt ristub DN700 MOP46 gaasitorustik riigiteega nr 15 Tallinn-Rapla-Türi kinnisel meetodil km-l 11,90 (Maanteeameti 18.12.2018 kooskõlastuses antud lahenduses km-l 12,90). Võttes aluseks ehitusseadustiku (EhS) § 19, § 24, § 70, § 71, § 92 lg 6 ja lg 10, § 97, § 99 lg 3 ning Maanteeameti põhimääruse, kooskõlastame HeatConsult OÜ töö nr 12516 „DN700 MOP46 gaasitorustik Kiilist Paldiskini“ II etapi korrigeeritud lahenduse riigitee nr 15 km 11,90 osas. Ülejäänud projekti kohta jääb kehtima Maanteeameti 18.12.2018 kirjaga nr 15-2/47903-4 antud kooskõlastus. Lugupidamisega (allkirjastatud digitaalselt) Marten Leiten juhataja planeeringute menetlemise talitus Lisad: Asendiplaan, Pikiprofiil Ave Talli 6304844 [email protected] Teelise 4 / 10916 Tallinn / 6119 300 / Registrikood 70001490 / www.mnt.ee / [email protected], 620 1200 (kliendiinfo) / [email protected]; 611 9300 (teedealased küsimused)