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. 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 6573770.9 Induction bend R=5D, Road / railway protection zone 541971.4 Gas pipeline markers PA10 Borehole (refer to Geological survey part) 6573769.4 48+78 road crossing I-1 / II-1 I / II - stage of construction / 1 - number of route change point 541974.3 Road No. 15 Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Cathodic protection test station (TS) (refer to Cathodic Protection part) ATTENTION! Communications cable in pipe d160 IP-9 Refer to 12516_TP_GV-6-06_v01_profile Number and picket of gas pipe indication plate (IP) set Manual digging. Temporary hanging 150+97 Refer to 12516_TP_GV-7-01_v02_TD Drilling target pit at the bottom FOC- cable well (refer to Electronic Communication part) 3 m x 4 m, slope angle ~ End of 17 page 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 Drilling starting pit at the 30 Control pipe .0 bottom 20 m x 4 m, m Refer to 12516_TP_GV-7-02_v03_TD slope angle ~ Control pipe AEL 10 kV crossing Refer to 12516_TP_GV-7-02_v03_TD 194 ATTENTION! Communications cable 21 Fragment of pages layout ATTENTION! Communications cable Manual digging. Temporary hanging Manual digging. Temporary hanging 30 20 Refer to 12516_TP_GV-7-01_v02_TD .0 Refer to 12516_TP_GV-7-01_v02_TD 19 18 m 17 16 15 1 1 : 500 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. Coordinate system L-EST97 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 Height system EH2000 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. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 5. 0A 2018-11-05 For review 2,0 m. 6. Rev. Date Description 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 EPC Contracting 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti Contractor Authority shall be not less than 25 m, and from outer track axis shall be not less than 40 m. servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja 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 Title of overall project less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall be not 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka Author less than 11 mm and not higher than 14 mm. EPC works for DN700 MOP 54 gas pipeline from Kiili to 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on Paldiski DM width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, width 20 m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m CM 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. 11. Width of protection zone: 11. Servituudi laiused: DDM Document name Rev. - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - - Eng Pipeline layout in Saku municipality 0A - - from picket 47+13 to 50+27. Scale 1:500 - railway - 30 m from auter track axis. - Document number (Construction Registry) Page Pages 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. 12516_TP_GV-4-18_v01_layout 13. 48+78 road crossing performed in closed manner (avoiding road cover disassemble). 13. EN The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 18 194 The European Union is not responsible for any use that may be made of the information contained therein. n/a  LEGEND 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 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) 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 Beginning of 33 page Land allotment limits ATTENTION! Communication cable Road / railway protection zone Manual digging. Temporary hanging Gas pipeline markers Refer to 12516_TP_GV-7-01_v02_TD PA10 Borehole (refer to Geological survey part) I-1 / II-1 I / II - stage of construction / 1 - number of route change point Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Cathodic protection test station (TS) (refer to Cathodic Protection part) 30.0 m 30.0 m IP-9 Number and picket of gas pipe indication plate (IP) set Ditch crossing Horizontal turn 150+97 Refer to 12516_TP_GV-6-20_v01_profile vertical turn 30.0 m 30.0 m FOC- cable well (refer to Electronic Communication part) from 89+02 to 89+14 Drilling starting pit at the bottom Drilling target pit at the bottom 20 m x 4 m, slope angle ~ 3 m x 4 m, slope angle ~ 6575204.0 6575202.8 AEL 110 kV crossing 539065.7 539069.6 75.0 m 26.0 m 10.8 m PA18 II-60 II-59 PA19 4.1 m 12.0 m Elastic bend R=1000 m, L=4 m, 42.0 m 25.0 m Control pipe II-62 Refer to 12516_TP_GV-7-02_v03_TD 6575245.1 II-61 538933.7 6575241.1 Install 4 pcs of plastic reserve End of 31 page 538945.0 pipes (size d160) Ditch crossing ATTENTION! Electric cable Control pipe Refer to 12516_TP_GV-7-02_v03_TD Manual digging. Temporary hanging 88+69 road crossing Refer to 12516_TP_GV-7-01_v02_TD Road No. 11340 TALLINN - SAKU - LAAGRI 8,7 km Refer to 12516_TP_GV-6-19_v01_profile 1 : 500 194 Fragment of pages layout 10 m 0 10 m 50 m 88+49 railway TALLINN- LELLE crossing 35 Refer to 12516_TP_GV-6-19_v01_profile 34 33 32 31 30 29 1 NOTES 1. NOTES 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground 1. level is determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall 2. be continued acc. to revised drawing data only. Coordinate system L-EST97 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis 4. Height system EH2000 peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on works completion the road surface shall be reinstalled to its original condition. parandatud. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb than 2,0 m. taastada teekate esialgne olukord. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less 5. than 3,0 m. 0A 2018-11-05 For review 6. 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the Description 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte Rev. Date road shall be not less than 25 m, and from outer track axis shall be not less than 40 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 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti EPC Contracting not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. Contractor Authority servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja 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 and not higher than 14 mm. Title of overall project 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, Author width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, EPC works for DN700 MOP 54 gas pipeline from Kiili to 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. Paldiski m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja DM 11. Width of protection zone: - CM 11. Servituudi laiused: - DDM Document name Rev. - - PPM - DN700 MOP 54 gas pipeline from Kiili to Paldiski. - railway - 30 m from auter track axis. Eng Pipeline layout in Saku municipality - 0A 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan from picket 87+48 to 90+31. Scale 1:500 - part. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. Document number (Construction Registry) Page Pages 13. 88+49 railway and 88+69 road crossings performed in closed manner (avoiding road and railway cover 13. 12516_TP_GV-4-32_v01_layout disassemble). 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 32 194 information contained therein. n/a  LEGEND 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 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 194 Designed gas pipeline in casing (open way) Designed gas pipeline in casing (closed manner) 37 Fragment of pages layout Designed gas pipeline protection zone 10 m to either sides from the pipe axis 36 35 Designed induction bend 34 33 Designed gas pipeline pickets 32 Land allotment limits 31 Road / railway protection zone 1 Gas pipeline markers PA10 Borehole (refer to Geological survey part) I-1 / II-1 I / II - stage of construction / 1 - number of route change point Beginning of 35 page Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Cathodic protection test station (TS) (refer to Cathodic Protection part) IP-9 Number and picket of gas pipe indication plate (IP) set 150+97 94+12 road crossing Road No. 1117 FOC- cable well (refer to Electronic Communication part) 94+90 road crossing Road No. 1117 Refer to 12516_TP_GV-6-22_v01_profile Local road crossing Refer to 12516_TP_GV-6-22_v01_profile Ditch crossing Sewage pipeline Refer to 12516_TP_GV-6-22_v01_profile 2xd500 crossing Drilling starting pit at the bottom 31 m x 4 m, slope angle ~ 0m 15 1m 10 25. .3 27 . m 3 m .0 24. PA20 m .9 m PA21 17 PA22 54.0 m 9. 69.0 m 14 2 m m .6 0 .1 27 m 1 m m .2 .1 .0 m End of 33 page 6 1 25 Drilling target pit at the bottom Control pipe 3 m x 4 m, slope angle ~ Refer to 12516_TP_GV-7-01_v02_TD Control pipe m Refer to 12516_TP_GV-7-02_v03_TD Control pipes .0 Refer to 12516_TP_GV-7-02_v03_TD 30 30 .0 m Drilling target pit at the bottom 3 m x 4 m, slope angle ~ 1 : 500 10 m 0 10 m 50 m NOTES 1. NOTES 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground 1. level is determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall 2. Coordinate system L-EST97 be continued acc. to revised drawing data only. 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis Height system EH2000 4. peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on works completion the road surface shall be reinstalled to its original condition. parandatud. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb than 2,0 m. taastada teekate esialgne olukord. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less 5. 0A 2018-11-05 For review than 3,0 m. 6. Rev. Date Description 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte road shall be not less than 25 m, and from outer track axis shall be not less than 40 m. EPC Contracting 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge and 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast Contractor Authority not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25m Title of overall project 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 and not higher than 14 mm. 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka Author 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, EPC works for DN700 MOP 54 gas pipeline from Kiili to width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 m, Paldiski DM width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja CM 11. Width of protection zone: 11. Servituudi laiused: DDM Document name Rev. - - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - - Eng Pipeline layout in Saku municipality 0A - railway - 30 m from auter track axis. - from picket 93+13 to 95+95. Scale 1:500 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan - Document number (Construction Registry) Page Pages part. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. 12516_TP_GV-4-34_v01_layout 13. 94+12 road and 94+90 road crossings performed in closed manner (avoiding road cover disassemble). 13. 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 34 194 information contained therein. n/a  LEGEND 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 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) Designed gas pipeline in casing (closed manner) Induction bend R=5D, Designed gas pipeline protection zone 10 m to either sides from the pipe axis Designed induction bend Designed gas pipeline pickets Control pipe Land allotment limits Refer to 12516_TP_GV-7-02_v03_TD Road / railway protection zone Gas pipeline markers 6575605.8 PA10 Borehole (refer to Geological survey part) 537799.6 6575603.8 m Slope stability is provided by I-1 / II-1 I / II - stage of construction / 1 - number of route change point 537802.7 50.0 using pile wall Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Drilling starting pit at the bottom Cathodic protection test station (TS) (refer to Cathodic Protection part) 20 m x 4 m, slope angle ~ IP-9 Number and picket of gas pipe indication plate (IP) set II-76 150+97 II-75 Slope stability is provided by FOC- cable well (refer to Electronic Communication part) using pile wall 4 PA2 m Horizontal turn 100+96 road crossing 9.4 m m Road No. 11 25.0 from 99+72 to 99+84 6 18. TALLINNA RING 24,8 km Refer to 12516_TP_GV-6-25_v01_profile 6575521.5 537917.9 6575522.2 537905.9 End of 35 page 72 m .0 m 16.1 II-71 ge m 12.0 10 pa m II-72 .5 25.0 of 37 m m ning 50.0 Ditch crossing n Refer to 12516_TP_GV-6-24_v02_profile Begi PA23 ATTENTION! Communication cable II-74 II-73 1 : 500 Drilling target pit at the bottom 3 m x 4 m, slope 10 m 0 10 m 50 m angle ~ Control pipe 6575526.2 6575524.2 Refer to 12516_TP_GV-7-02_v03_TD 537840.4 537843.5 194 Fragment of pages layout Induction bend R=5D, 38 37 39 36 35 34 33 1 NOTES NOTES 1. 1. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 2. Coordinate system L-EST97 3. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis Height system EH2000 completion the road surface shall be reinstalled to its original condition. peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on 4. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than parandatud. 2,0 m. 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb taastada 5. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less teekate esialgne olukord. than 3,0 m. 5. 0A 2018-11-05 For review 6. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the 6. Rev. Date Description road shall be not less than 25 m, and from outer track axis shall be not less than 40 m. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte 7. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge and not EPC Contracting 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast Contractor Authority less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 8. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall be not ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25m Title of overall project less than 11 mm and not higher than 14 mm. 9. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka juhul Author width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, width EPC works for DN700 MOP 54 gas pipeline from Kiili to 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 m, Paldiski 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. DM 10. Width of protection zone: laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja CM - Document name 11. Servituudi laiused: DDM Rev. - - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - railway - 30 m from auter track axis. - Eng Pipeline layout in Saku municipality 0A 11. The vertical distance between cables and gas pipe shall be not less than 0,5 m and not less than 0,3 m- if protective - from picket 98+81 to 101+95. Scale 1:500 shells on cable are used. - Document number (Construction Registry) Page Pages 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. 12516_TP_GV-4-36_v01_layout 13. EN 13.100+96 road crossings performed in closed manner (avoiding road cover disassemble). The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the Document number (Contracting Authority) 36 194 information contained therein. n/a  LEGEND 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 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) 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 Road / railway protection zone Gas pipeline markers PA10 Borehole (refer to Geological survey part) I-1 / II-1 I / II - stage of construction / 1 - number of route change point Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Control pipe Cathodic protection test station (TS) (refer to Cathodic Protection part) Refer to 12516_TP_GV-7-02_v03_TD IP-9 Number and picket of gas pipe indication plate (IP) set 150+97 112+18 road crossing Ditch crossing FOC- cable well (refer to Electronic Communication part) Road No. 3731 Refer to 12516_TP_GV-6-29_v01_profile JUULIKU I 01 km Drilling starting pit 20 m x 4 m, Control pipe m Refer to 12516_TP_GV-6-29_v01_profile .0 Slope stability is provided by Refer to 12516_TP_GV-7-02_v03_TD 25 using pile wall Drilling target pit 3 m x 4 m, Slope stability is provided by using pile wall m 4.9 25.0 m 30.0 m m PA27 2.5 Beginning of 41 page 6.8 m 9.4 m PA28 1.0 m 45.0 m End of 39 page II-90 6575511.3 536724.3 6575511.0 II-89 536726.9 Horizontal turn vertical turn Induction bend R=5D, 1 : 500 Fragment of pages layout 30.0 m 194 10 m 0 10 m 50 m 39 38 41 40 43 42 44 1 NOTES 1. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. NOTES 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined then works shall be stopped and case addressed to EPC Contractor. Construction 1. works shall be continued acc. to revised drawing data only. 2. 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis works completion the road surface shall be reinstalled to its original condition. peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on Coordinate system L-EST97 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less parandatud. Height system EH2000 than 2,0 m. 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb taastada 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not teekate esialgne olukord. less than 3,0 m. 5. 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of 6. the road shall be not less than 25 m, and from outer track axis shall be not less than 40 m. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte 0A 2018-11-05 For review 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge Rev. Date Description and not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast axis. ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25m EPC Contracting 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall Contractor Authority be not less than 11 mm and not higher than 14 mm. 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka juhul Title of overall project 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 the bottom of the predetermined pipe and target pit with measurements length 4 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 m, Author m, width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja EPC works for DN700 MOP 54 gas pipeline from Kiili to 11. Width of protection zone: Paldiski DM - priority highway roads (Tallinn - highway, Tallinn Ringroad) - 50 m from the outer edge of the outer 11. Servituudi laiused: CM lane; - Document name Rev. - - DDM - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - railway - 30 m from auter track axis. - Eng Pipeline layout in Saku municipality 0A 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. from picket 110+50 to 103+31. Scale 1:500 Plan part. 13. Document number (Construction Registry) Page Pages 13.112+18 road crossing performed in closed manner (avoiding road cover disassemble). 12516_TP_GV-4-40_v01_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 40 194 information contained therein. n/a  LEGEND Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 Fragment of pages layout Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 194 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) 39 38 Designed gas pipeline in casing (closed manner) 41 40 43 42 Designed gas pipeline protection zone 10 m to either sides from the pipe axis 44 Designed induction bend 1 Designed gas pipeline pickets Land allotment limits Road / railway protection zone Gas pipeline markers PA10 Borehole (refer to Geological survey part) Drilling target pit at the bottom I-1 / II-1 I / II - stage of construction / 1 - number of route change point 6575564.2 Control pipe 3 m x 4 m, slope angle ~ Ditch crossing Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis 536435.7 Refer to 12516_TP_GV-6-30_v01_profile Refer to 12516_TP_GV-7-02_v03_TD Cathodic protection test station (TS) (refer to Cathodic Protection part) Control pipe Ditch crossing Refer to 12516_TP_GV-7-02_v03_TD Refer to 12516_TP_GV-6-30_v01_profile IP-9 Number and picket of gas pipe indication plate (IP) set 150+97 Horizontal turn Drilling target pit 3 m x 4 m, Control pipe FOC- cable well (refer to Electronic Communication part) vertical turn Slope stability is provided Refer to 12516_TP_GV-7-02_v03_TD Induction bend by using pile wall R=5D, IP-7 25 End of 41 page 17 .0 113+78 .2 m m 6575562.4 42.0 m 536432.6 40.0 m II-93 PA29 PA29-1 II-92 II-91 II-94 2.9 m 8.7 m 3.4 m 9.1 17.9 m m 14.7 m 27 12 .0 .5 m m 25.0 m 25.0 m Beginning of 42 page 6575563.1 536592.4 6575562.7 536594.8 115+04 road crossing Induction bend R=5D, Drilling starting pit at the bottom Road No. 3733 JUULIKU III 40 m x 4 m, slope angle ~ Refer to 12516_TP_GV-6-30_v01_profile Control pipe 114+20 road crossing Refer to 12516_TP_GV-7-01_v02_TD Road No. 11420 SAKU-LAAGRI 6575512.8 536403.6 Refer to 12516_TP_GV-6-30_v01_profile Local road crossing 11 1 : 500 II-95 6+ 11 20 Horizontal turn 6+ II-96 10 m 0 10 m 50 m Induction bend R=5D, 20 II s Is tag tag e e 6575511.5 536402.3 NOTES 1. peal ei tohi metsaalal juhul alla 1,0 m, ei tohi see alla 1,2 m. 2. NOTES 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis peatatakse ja juhtum saadetakse ainult 1. siis, kui jooniste andmed on parandatud. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. Coordinate system L-EST97 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is valmimisel tuleb taastada teekate esialgne olukord. Height system EH2000 determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to 5. Kui teeristumine on teostatud kinnise meetodiga, siis ei tohi peal olla kui revised drawing data only. 2,0 m. 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works completion 6. Kui raudteega ristumine on teostatud kinnise meetodiga, siis ei tohi peal olla the road surface shall be reinstalled to its original condition. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee 0A 2018-11-05 For review 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. Rev. Date Description 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 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m not less than 25 m, and from outer track axis shall be not less than 40 m. kaugusel asfalti servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel EPC Contracting 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 Contractor Authority m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka juhul ei tohi seina paksus olla kui 11 mm ning suurem Title of overall project 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 and not higher than 14 mm. kui 14 mm. Author 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, EPC works for DN700 MOP 54 gas pipeline from Kiili to 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 mille pikkus on 20 m, laius 4 m ja 1 m perspektiivse toru peab Paldiski DM the bottom of the predetermined pipe shall be prepared. CM 11. Width of protection zone: 11. Servituudi laiused: - Suuremad maanteed maantee, Tallinna ringtee) - 50 m teeraja DDM Document name Rev. - - servast; PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - - Eng Pipeline layout in Saku municipality 0A - railway - 30 m from auter track axis. - from picket 103+31 to 116+20. Scale 1:500 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - Document number (Construction Registry) Page Pages 13.114+20 and 115+04 roads crossing performed in closed manner (avoiding road cover disassemble). 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. 12516_TP_GV-4-41_v01_layout 13. 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 41 194 information contained therein. n/a  2,8 Induction bend R=5D, Horizontal turn from 161+07 to 161+19 6575126.9 I-54 I-53 1.2 G5 G5 532404.7 6575126.5 G5 24.0 m G5 161+00 G5 532405.8 G5 I-55 G5 6575131.5 6575131.3 G5 532380.9 I-52 I-51 I-56 532357.0 G5 m G5 12.0 160+00 G5 G5 G5 Horizontal turn G5 6575125.3 G5 Horizontal turn vertical turn 532320.0 vertical turn G5 6575122.3 I-50 from 160+46 to 160+70 G5 532308.4 from 159+52 to 159+76 G5 6575089.7 6575104.2 532463.6 532444.6 24 .0 m G5 I-49 G5 Begi nnin G5 g En of 58 d of 5 G5 page 657 2508. 6p 53 504 2 age G5 5.4 LEGEND G5 Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 159+00 G5 Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 G5 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 1 : 500 G5 G5 Designed gas pipeline in casing (open way) G5 Designed gas pipeline in casing (closed manner) 10 m 0 10 m 50 m I-4 Designed gas pipeline protection zone 10 m to either sides from the pipe axis 1.2 8 I-4 Designed induction bend 141+00 Designed gas pipeline pickets 7 Land allotment limits Road / railway protection zone Gas pipeline markers G5 657 2508. 53 Borehole (refer to Geological survey part) 504 9 I-1 / II-1 I / II - stage of construction / 1 - number of route change point 4.4 657 2528. Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis 53 Ind 500 4 Cathodic protection test station (TS) (refer to Cathodic Protection part) Fragment of pages layout uc G5 ti 4.0 on IP-9 19 57 Number and picket of gas pipe indication plate (IP) set 4 58 be 150+97 54 56 59 1 nd 60 55 R FOC- cable well (refer to Electronic Communication part) =5 G5 D, NOTES NOTES 1. 1. I-4 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 2. 6 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined 3. Coordinate system L-EST97 then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data only. parandatud. Height system EH2000 4. 4. surface shall be reinstalled to its original condition. teekate esialgne olukord. 0D 2018-11-30 Re-issue for approval 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 5. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 6. 0C 2018-11-22 Re-issue for approval 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 7. 0B 2018-09-20 Re-issue for approval than 25 m, and from outer track axis shall be not less than 40 m. 2018-08-10 For review 0A 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 8. Rev. Date Description 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm and not higher than 14 mm. 9. EPC Contracting Contractor Authority 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 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 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, Title of overall project predetermined pipe shall be prepared. 11. Width of protection zone: Position - 11.Servituudi laiused: 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. - DDM Document name Rev. 13. 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 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. DN700 MOP 54 gas pipeline from Kiili to Paldiski. DDM approximate only. Final quantities, location and type of weights shall be determined during construction considering ground composition 13. Pipeline layout in Saue municipality and water level. PPM from picket 159+00 to 161+70. Scale 1:500 0D 14. The construction of the Balticconnector gas pipeline will take into account the planning and vertical geometry of the project No 1342 Eng "Main Road No. 11 (E265) Tallinn Ring Road km 30,1-34,5 Kanama-Valingu section of the main project" 14. Document number (Construction Registry) Page Pages 12516_TP_GV-4-57_v04_layout EN The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 0D The European Union is not responsible for any use that may be made of the 57 194 information contained therein. n/a  2,8 Induction bend R=5D, Horizontal turn from 161+07 to 161+19 6575126.9 I-54 I-53 1.2 532404.7 6575126.5 24.0 m 532405.8 I-55 6575131.5 6575131.3 532357.0 532380.9 I-52 I-51 I-56 12 .0 m Horizontal turn 6575125.3 vertical turn Horizontal turn 532320.0 vertical turn 6575122.3 I-50 from 160+46 to 160+70 532308.4 from 159+52 to 159+76 6575089.7 6575104.2 532463.6 532444.6 24 .0 m I-49 Begi nnin g of En do 58 p f 56 657 2508 age 53 pag 504 .2 5.4 e LEGEND 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 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 1 : 500 Designed gas pipeline in casing (open way) Designed gas pipeline in casing (closed manner) 10 m 0 10 m 50 m I-4 Designed gas pipeline protection zone 10 m to either sides from the pipe axis 1.2 8 I-4 Designed induction bend Designed gas pipeline pickets 7 Land allotment limits Road / railway protection zone Gas pipeline markers 657 2508. 53 Borehole (refer to Geological survey part) 504 9 I-1 / II-1 I / II - stage of construction / 1 - number of route change point 4.4 657 2528 Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis 53 Ind Fragment of pages layout 500 .4 Cathodic protection test station (TS) (refer to Cathodic Protection part) uc tio 4.0 IP-9 19 57 nb Number and picket of gas pipe indication plate (IP) set 4 58 150+97 54 en 56 59 1 60 55 dR FOC- cable well (refer to Electronic Communication part) =5 D, NOTES NOTES 1. 1. I-4 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 2. 6 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined 3. Coordinate system L-EST97 then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data only. parandatud. Height system EH2000 4. 4. surface shall be reinstalled to its original condition. teekate esialgne olukord. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 5. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 6. 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 7. 0B 2018-12-13 Re-issued for approval than 25 m, and from outer track axis shall be not less than 40 m. 2018-11-22 Issued for approval 0A 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 8. Rev. Date Description 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 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. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, depth 1 m 9. EPC Contracting Contractor Authority 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. 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, Title of overall project 11. Width of protection zone: - Position - 11. Servituudi laiused: EPC works for DN700 MOP 54 gas pipeline from Kiili to - - Paldiski - DM - railway - 30 m from auter track axis. 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - CM Valdas Sabaliauskas 13. 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 - DDM Document name Rev. approximate only. Final quantities, location and type of weights shall be determined during construction considering ground composition 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. DN700 MOP 54 gas pipeline from Kiili to Paldiski. DDM and water level. 13. Pipeline layout in Saue municipality 14. The construction of the Balticconnector gas pipeline will take into account the planning and vertical geometry of the project No 1342 PPM from picket 159+00 to 161+70. Scale 1:500 0B "Main Road No. 11 (E265) Tallinn Ring Road km 30,1-34,5 Kanama-Valingu section of the main project" Eng 14. Document number (Construction Registry) Page Pages 12516_TP_GV-4-57_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 57 194 information contained therein. n/a  Induction bend R=5D, 2.1 I-60 I-59 Beginning of 59 page 6575050.8 532106.3 6575049.5 532104.6 page Control pipe Refer to 12516_TP_GV-7-02_v03_TD of 57 End get pit 4 m x 3 m ty ensured by itself 25.0 m LEGEND Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 10.7 m Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) I-61 1 : 500 Designed gas pipeline in casing (closed manner) I-62 Designed gas pipeline protection zone 10 m to either sides from the pipe axis 10 m 0 10 m 50 m 6.1 m 2.1 Designed induction bend 28.0 m 30.0 m Designed gas pipeline pickets Land allotment limits Road / railway protection zone 6574968.6 Gas pipeline markers 532044.9 Borehole (refer to Geological survey part) Induction bend R=5D, I-1 / II-1 I / II - stage of construction / 1 - number of route change point Fragment of pages layout Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis 6574969.8 57 532046.5 19 58 Cathodic protection test station (TS) (refer to Cathodic Protection part) 4 56 61 60 59 55 IP-9 1 Number and picket of gas pipe indication plate (IP) set 150+97 FOC- cable well (refer to Electronic Communication part) 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 level is determined 3. Coordinate system L-EST97 then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data 4. Height system EH2000 only. 4. teekate esialgne olukord. surface shall be reinstalled to its original condition. 5. 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. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 7. 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 0B 2018-12-13 Re-issued for approval than 25 m, and from outer track axis shall be not less than 40 m. 8. 2018-11-22 Issued for approval 0A 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less Description Rev. Date as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 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. 9. EPC Contracting 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 Authority Contractor 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 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, laius predetermined pipe shall be prepared. Title of overall project 11. Width of protection zone: - 11. Servituudi laiused: Position - - EPC works for DN700 MOP 54 gas pipeline from Kiili to - - Paldiski - DM - railway - 30 m from auter track axis. 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - CM Valdas Sabaliauskas 13.Distance between picket 163+00 and PK 164+00 is 117 m 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. DDM Document name Rev. 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 13. DN700 MOP 54 gas pipeline from Kiili to Paldiski. DDM approximate only. Final quantities, location and type of weights shall be determined during construction considering ground composition 14. Pipeline layout in Saue municipality and water level. PPM from picket 161+70 to 164+21. Scale 1:500 0B 15. The construction of the Balticconnector gas pipeline will take into account the planning and vertical geometry of the project No 1342 Eng "Main Road No. 11 (E265) Tallinn Ring Road km 30,1-34,5 Kanama-Valingu section of the main project". 15. Document number (Construction Registry) Page Pages 12516_TP_GV-4-58_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 58 194 information contained therein. n/a  Vertical turn Gas pipeline marker NOTES 43,00 from 163+47 to 163+59 Gas pipeline marker Perspective ditch Gas pipeline marker Horizontal turn 14,9 , Vertical turn Perspective ditch Gas pipeline marker Cathodic protection test station (TS) vertical turn 1. 42,00 Gas pipeline marker cold bend 8 +7 24 2. If during construction mismatch between altitude of ground level specified in drawing and actual horizontal turn Horizontal turn 20,0 , Refer to Project Cathodic Protection part Induction bend R=5D, Vertical elastic bend R=1000 m, Vertical turn Vertical elastic bend R=1000 m, vertical turn from 159+52 to 159+76 altitude of ground level is determined then works shall be stopped and case addressed to EPC 41,00 L=50 m, horizontal turn L=13 m, cold bend 10 +10 24 Vertical turn Contractor. Construction works shall be continued acc. to revised drawing data only. Horizontal turn 10,0 , Induction bend R=5D, from 160+46 to 160+70 horizontal turn Gas pipeline marker 3. Reconstruction of ditches and environmental management after pipeline construction refer to cold bend 10 12 Vertical elastic bend R=1000 m, 40,00 Induction bend R=5D, Project Site Plan part. from 161+07 to 161+19 L=19 m, 4. 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 approximate only. Final quantities, location and type of 39,00 weights shall be determined during construction considering ground composition and water 37,96 level. 38,00 37,55 0,8m 0,8m 37,00 36,00 35,00 34,00 33,00 Vertical 32,00 scale 1:100 31,00 1 : 100 36,45 37,16 40,38 163+53 36,03 36,75 39,50 160+14 38,06 38,77 40,60 164+21 35,91 36,62 37,99 159+00 Horizontal scale 1:500 30,00 5m 0 5m 10 m 1 : 500 37,35 38,07 40,41 38,02 38,73 40,59 38,03 38,74 40,58 37,87 38,58 40,36 36,68 37,39 40,36 36,57 37,28 40,36 36,96 37,67 40,40 1,55 38,11 38,83 40,38 1,31 38,35 39,07 40,38 1,31 38,34 39,05 40,37 37,32 38,03 39,58 37,53 38,24 39,46 37,81 38,52 39,83 37,87 38,59 39,83 37,24 37,95 39,82 39,59 39,57 39,54 36,09 36,80 39,46 36,64 37,35 39,04 36,83 37,54 38,77 36,56 37,27 38,50 37,60 38,31 39,55 39,55 36,05 36,76 38,45 Altitude of Ground Level, m Altitude of Pipe/Casing 10 m 0 10 m 50 m 36,72 36,63 36,66 36,68 Top, m Coordinate system L-EST97 36,01 Altitude of Pipe/Casing 35,92 35,95 35,97 Height system EH2000 Bottom, m Coverage 1,31 2,96 3,22 2,73 2,34 2,86 2,94 2,89 2,86 2,76 2,66 3,09 1,83 1,86 1,84 1,78 1,54 1,22 1,24 1,24 1,87 1,69 1,23 1,23 1,69 1,37 to Pipe/Casing Top, m Pipe/Casing Bottom 2,02 2,02 2,02 2,54 2,57 2,55 2,50 3,67 3,80 3,93 3,44 3,06 2,27 2,26 2,58 3,58 3,65 3,60 3,57 3,47 3,37 2,40 2,40 1,93 1,96 1,94 1,94 2,08 1,95 Depth, m 0A 2018-11-22 Issued for approval Rev. Date Description d711x11,0 mm, steel L415 ME, d711x11,0 mm, steel L415 ME, d711x11,0 mm, steel L415 ME, d711x11,0 mm, steel L415 ME, d711x11,0 mm, steel L415 ME, d711x11,0 mm, steel L415 ME, 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 isol. 3LPE, B3, smin=4,2 mm EPC Contracting Slope 0 00 14 4 46 112 6 6 53 16 23 4 Contractor Authority Lenght, m 41,1 41,1 18,5 175,7 101,3 36,8 57,3 36,6 27,3 Title of overall project Distance, m 2,1 2,1 39,0 32,7 2,5 6,0 6,0 3,5 6,8 2,1 2,1 173,6 39,7 12,0 37,5 12,0 12,0 23,2 3,9 3,6 34,6 12,0 12,0 24,6 27,3 Position 1,7 1,7 1,4 EPC works for DN700 MOP 54 gas pipeline from Kiili to I-6 0 Paldiski I-56 49 0 I-55 I-54 I-53 I-5 DM I- I-6 50 Layout CM Valdas Sabaliauskas 2 I-6 I-59 1 I- I-5 Document name 1 I-52 2 DDM Rev. I- 5 DDM DN700 MOP 54 gas pipeline from Kiili to Paldiski. Pipeline profiles in Saue municipality Gas pipeline marker Gas pipeline marker Gas pipeline marker Gas pipeline marker Gas pipeline marker PPM 0A Gas pipeline marker from picket 159+00 to 164+21. Eng Cathodic protection test station (TS) Document number (Construction Registry) Page Pages Refer to Project Cathodic Protection part 12516_TP_GV-6-107_v01_profile 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 107 226 information contained therein. n/a  LEGEND Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 Fragment of pages layout Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 95 94 Designed gas pipeline in casing (open way) 96 1 Designed gas pipeline in casing (closed manner) 97 Designed gas pipeline protection zone 10 m to either sides from the pipe axis 98 19 Designed induction bend 4 99 0 Designed gas pipeline pickets 10 Land allotment limits Road / railway protection zone 268+67 road crossing Gas pipeline markers Road No. 11371 KEILA-OHTU KM 2,5 PA10 Borehole (refer to Geological survey part) 6573132.0 6573132.2 Refer to 12516_TP_GV-6-63_v01_profile I-1 / II-1 I / II - stage of construction / 1 - number of route change point Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis 522694.9 522697.6 Cathodic protection test station (TS) (refer to Cathodic Protection part) Induction bend R=5D, Control pipe Refer to 6573136.7 IP-9 12516_TP_GV-7-02_v03_TD 522800.7 Number and picket of gas pipe indication plate (IP) set 150+97 2.8 m 5.9 m FOC- cable well (refer to Electronic Communication part) 25 m 36.7 .0 II-140 II-135 m Beg II-139 i 30 nni Control pipe Refer to .0 10 12516_TP_GV-7-02_v03_TD 2.0 6573126.3 10 ng m .7 m .0 End of 96 page II-136 522765.6 m o m f 98 32. 0m pag II-138 II-137 e IP-15 PA55 269+19 2.3 m 25 Elastic bend R=1000 m, L=37 m, .0 Induction bend R=5D, m 6573118.2 6573118.1 522737.3 522739.5 AEL 10 kV crossing; PA55-1 install 1pcs of plastic reserve pipes (size 160 mm) 1 : 500 10 m 0 10 m 50 m NOTES NOTES 1. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 1. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level 2. is determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be 3. Coordinate system L-EST97 continued acc. to revised drawing data only. Height system EH2000 4. 4. completion the road surface shall be reinstalled to its original condition. esialgne olukord. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 5. 2,0 m. 6. 0A 2018-11-05 For review 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 7. Rev. Date Description 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. Contracting EPC shall be not less than 25 m, and from outer track axis shall be not less than 40 m. Contractor Authority 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track 9. Title of overall project axis. Author 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be not less 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, laius 4m than 11 mm and not higher than 14 mm. EPC works for DN700 MOP 54 gas pipeline from Kiili to 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width Paldiski DM 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, width 3 m, 11. Servituudi laiused: CM depth 1 m from the bottom of the predetermined pipe shall be prepared. - DDM Document name Rev. 11. Width of protection zone: - - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - - Eng from picket 267+34 to 270+00. Scale 1:500 0A - 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile.. - railway - 30 m from auter track axis. 13. 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. Document number (Construction Registry) Page Pages 13. 268+67 road crossing performed in open way. 12516_TP_GV-4-97_v01_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 97 194 information contained therein. n/a  End of 110 page e pag AEL 10 kV crossing; 112 install 1pcs of plastic reserve Drilling starting pit 20m x 4m Control pipe Refer to of Ditch crossing pipes (size 160 mm) 12516_TP_GV-7-02_v03_TD Induction bend R=5D, Refer to 12516_TP_GV-6-68_v01_profile g innin g Be 6574034.3 520761.0 m 7 63 -1 II-176 5. PA 62 62 27.5 m PA PA 2. II-174 9 m II-175 II-173 3.5 m 2.0 m 1.6 m 36.0 m 6574236.0 25.0 m 520630.7 Ditch crossing 6574233.2 Ditch crossing Drilling target 6574029.3 Refer to 12516_TP_GV-6-68_v01_profile 520631.1 Refer to 12516_TP_GV-6-68_v01_profile pit 4m x 3m 520759.8 Control pipe Refer to 12516_TP_GV-7-02_v03_TD Induction bend R=5D, Ditch crossing 305+64 bicycle road crossing Refer to 12516_TP_GV-6-68_v01_profile Refer to 12516_TP_GV-6-67_v01_profile 305+46 road crossing Road No. 17 KEILA-HAAPSALU KM 4,4 LEGEND Designed gas pipeline DN700 / MOP 54 barg / t=8,8 mm / design factor 0,6 Fragment of pages layout Refer to 12516_TP_GV-6-67_v01_profile Designed gas pipeline DN700 / MOP 54 barg / t=11,0 mm / design factor 0,5 Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm 19 4 Designed gas pipeline in casing (open way) 113 114 Designed gas pipeline in casing (closed manner) Designed gas pipeline protection zone 10 m to either sides from the pipe axis 112 Designed induction bend Designed gas pipeline pickets Land allotment limits 11 Road / railway protection zone 1 0 Gas pipeline markers 11 109 PA10 Borehole (refer to Geological survey part) I-1 / II-1 I / II - stage of construction / 1 - number of route change point 1 : 500 108 Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Cathodic protection test station (TS) (refer to Cathodic Protection part) 10 m 0 10 m 50 m IP-9 1 Number and picket of gas pipe indication plate (IP) set 150+97 FOC- cable well (refer to Electronic Communication part) NOTES NOTES 1. 1. Coordinate system L-EST97 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 2. Height system EH2000 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined then 3. works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data only. 4. parandatud. surface shall be reinstalled to its original condition. 4. 0A 2018-11-05 For review 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. taastada teekate esialgne olukord. Rev. Date Description 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 5. 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 6. EPC Contracting 25 m, and from outer track axis shall be not less than 40 m. 7. Contractor Authority 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 8. Title of overall project 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm and not Author higher than 14 mm. EPC works for DN700 MOP 54 gas pipeline from Kiili to 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 9. Paldiski 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 DM predetermined pipe shall be prepared. 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on CM 11. Width of protection zone: DDM Document name Rev. - - 11.Servituudi laiused: PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - - Eng 0A - railway - 30 m from auter track axis. - from picket 305+00 to 307+50. Scale 1:500 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - 13. 305+46 road crossing performed in closed manner (avoiding road cover disassemble) Document number (Construction Registry) Page Pages - 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile.. 12516_TP_GV-4-111_v01_layout EN The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 13. The European Union is not responsible for any use that may be made of the 111 194 information contained therein. n/a  9 LEGEND 9 II-1 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 Fragment of pages layout Designed gas pipeline DN700 / MOP 54 barg / t=12,5 mm Designed gas pipeline in casing (open way) 194 Designed gas pipeline in casing (closed manner) 129 Designed gas pipeline protection zone 10 m to either sides from the pipe axis Beg Designed induction bend inni 128 Designed gas pipeline pickets ng o Land allotment limits II-198 f 12 Road / railway protection zone 6 pa 127 6575707.0 ge Gas pipeline markers 518256.3 126 PA10 Borehole (refer to Geological survey part) Induction bend R=5D, ATTENTION! Communication cable I-1 / II-1 I / II - stage of construction / 1 - number of route change point 125 124 Manual digging. Temporary hanging Designed gas pipeline ROW (Right Of Way) 10 m to either sides from the pipe axis Refer to 123 Cathodic protection test station (TS) (refer to Cathodic Protection part) 12516_TP_GV-7-01_v02_TD IP-9 End of 124 page 122 Number and picket of gas pipe indication plate (IP) set II-196 150+97 Low power electric airline; install Designed concrete panel 6000x2000x140; 5 pcs. Drilling target pit 4 m x 3 m 6575694.5 2pcs of plastic reserve pipes Refer to 12516_TP_GV-6-73_v01_profile FOC- cable well (refer to Electronic Communication part) 4.3 m 4.3 (size 160 mm) 1 m 518279.1 Designed concrete panel 6000x2000x140; 5 pcs. 25 Refer to 12516_TP_GV-6-73_v01_profile m II-197 PA71 7.1 6575703.6 m 518258.4 30 m PA71-1 19 .5 1.3 m m Track from tender II-195 6575694.2 30 518280.3 Control pipe PA70 m Refer to 12516_TP_GV-7-02_v03_TD 342+68 road crossing Road No. 18 AEL 10 kV crossing Drilling starting pit 20 m x 4 m KM 1,2 Refer to 12516_TP_GV-6-74_v01_profile Induction bend R=5D, NOTES 1. NOTES 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground 1. level is determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be 2. continued acc. to revised drawing data only. 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on completion the road surface shall be reinstalled to its original condition. parandatud. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb 2,0 m. taastada teekate esialgne olukord. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less 5. than 3,0 m. 6. Coordinate system L-EST97 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of the road 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema Height system EH2000 shall be not less than 25 m, and from outer track axis shall be not less than 40 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 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja 9. For casing steel pipe d1016x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm and not higher than 14 mm. 9. on valmistatud terasest d1016x s mm, Rt=235 Mpa, olla projekteeritud ka 0A 2018-11-05 For review 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 the bottom of the predetermined pipe and target pit with measurements length 4 m, width Rev. Date Description 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 11. Width of protection zone: 20 m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m EPC Contracting Contractor Authority - - 11. Servituudi laiused: - Title of overall project - - railway - 30 m from auter track axis. - Author 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - EPC works for DN700 MOP 54 gas pipeline from Kiili to 13. 342+68 road crossing performed in closed manner (avoiding road cover disassemble). - Paldiski DM 14.Distance between pickets 342+00 and 341+00 is 91 m 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. 13. CM DDM Document name Rev. PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. 1 : 500 Eng from picket 340+31 to 343+32. Scale 1:500 0A 10 m 0 10 m 50 m Document number (Construction Registry) Page Pages 12516_TP_GV-4-125_v01_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 125 194 information contained therein. n/a  48+78 road crossing 38,2 m 29,3 m Road crossing profile at stake 48+78 Road No. 15 NOTES 14,4 m Border line of Road Department land TALLINN-RAPLA-T 15,1 m Control pipe 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 1. Cathodic protection test station (TS) 4,4 m Cathodic protection test station (TS) 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. Refer to Project Cathodic Protection part ATTENTION! Communication cable 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is 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 Control pipe Manual digging. Temporary hanging Gas pipeline marker Drilling starting pit at the bottom 20 m x 4 m, determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. Refer to 12516_TP_GV-7-02_v03_TD Drilling target pit at the bottom 3 m x 4 m, Barehole PA11 43,92 Casing end Refer to 12516_TP_GV-7-01_v02_TD slope angle ~ to revised drawing data only. 44,00 Barehole PA10 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 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works completion the road surface shall be reinstalled to its original condition. 43,50 43,50 43,50 43,50 43,50 43,50 ATTENTION! Communication cable in pipe d160* 43,50 43,50 43,50 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 43,05 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. Manual digging. Temporary hanging 3,4 m FOC-cable 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 43,00 ATTENTION! Communication cable Refer to 12516_TP_GV-7-01_v02_TD 43,00 Casing end 43,00 43,00 Refer to Project Electronic Communication part 43,00 43,00 43,00 43,00 43,00 be not less than 25 m, and from outer track axis shall be not less than 40 m. 0,6 m 0,5 m Manual digging. Temporary hanging 2,3 m Refer to 12516_TP_GV-7-02_v03_TD 42,46 42,43 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 1,1 m 42,50 42,50 Refer to 12516_TP_GV-7-01_v02_TD 42,50 42,50 42,50 42,50 42,50 42,50 42,50 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 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 and not higher than 14 mm. 42,00 42,00 41,72 42,00 42,00 42,00 42,00 42,00 42,00 42,00 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, 41,60 depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 m, width 3 m, depth 1 m 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 from the bottom of the predetermined pipe shall be prepared. 11. Width of protection zone: 41,00 - 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 - - 40,50 40,50 40,50 40,50 40,50 40,50 40,50 Vertical turn 3,8 40,50 40,50 - railway - 30 m from auter track axis. cold bend 4 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. from 48+40 to 58+52 13. 48+78 road crossing performed in closed manner (avoiding road cover disassemble). 1,0 m 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 40,84 41,55 43,28 49+15 41,66 45,04 48+78 41,60 43,78 48+57 40,64 41,35 43,77 48+52 41,00 41,71 43,86 48+40 41,52 42,23 43,98 48+32 40,63 41,34 43,78 48+48 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 NOTES 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 41,72 43,75 41,69 44,03 41,68 44,77 41,68 44,96 41,65 44,95 41,64 44,78 41,63 43,92 2,41 40,66 41,37 43,78 2,41 40,66 41,37 43,78 Altitude of 1. Ground Level, m 2. Altitude of 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis Pipe (Casing) Top, m peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on parandatud. Altitude of Trench Bottom, m 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb taastada teekate esialgne olukord. Coverage 5. Coordinate system L-EST97 2,24 2,26 2,03 2,03 2,33 3,09 3,28 3,38 3,30 3,14 2,29 2,18 2,42 2,44 2,15 1,73 1,75 (to Pipe / Casing Top), m 6. Height system EH2000 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte 2,45 2,95 2,97 3,12 3,12 3,13 3,15 2,86 2,46 Trench Depth, m 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti 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, Pipe servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja 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 0A 2018-11-05 For review 0 Rev. Date Description Slope 00 3 63 14,2 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka Lenght, m 68,5 EPC Contracting 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 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 3,6 4,2 1,8 6,0 8,2 Contractor 0,3 1,1 20 m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m Title of overall project Casing length 40 m 11. Servituudi laiused: Cathodic protection test station (TS) FOC- cable well Author AEL 10 kV crossing - Refer to Project Cathodic Protection part Boring length 35 m Refer to Electronic Communication part EPC works for DN700 MOP 54 gas pipeline from Kiili to - Paldiski Cathodic protection test station (TS) - PA10 Refer to Project Cathodic Protection part - DM CM 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. Document name DDM Rev. Layout 13. PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. PA11 Eng Pipeline profile in Saku municipality from picket 48+32 to 49+15 0A ATTENTION! Communication cable ATTENTION! Communication cable in pipe d160* ATTENTION! Communication cable Control pipe Control pipe Manual digging. Temporary hanging Manual digging. Temporary hanging 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, Refer to 12516_TP_GV-7-01_v02_TD 12516_TP_GV-6-06_v01_profile Refer to 12516_TP_GV-7-01_v02_TD Refer to 12516_TP_GV-7-01_v02_TD EN slope angle ~ slope angle ~ The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 6 106 1m 0 1m 5m The European Union is not responsible for any use that may be made of the n/a information contained therein.  25,1 m 88+69 road crossing 42,8 m Road crossing profile at stake 88+69 10,8 m Border line of Road Railway protection zone Border line of Road Border line of 88+49 railway Department land Road No. 11340 ATTENTION! Communication cable Department land ATTENTION! Communication cable 46,12 26,0 m Casing end Railway crossing at stake 88+49 Control pipe TALLINN-SAKU-LAAGRI 8,7 km Edelaraudtee AS land TALLINN-LELLE crossing 45,93 46,00 Border line of Road ATTENTION! Electric cable Road protection zone Border line of Edelaraudtee AS land Refer to 12516_TP_GV-7-02_v03_TD 46,00 Railway protection zone Refer to 12516_TP_GV-7-02_v03_TD 46,00 Road protection zone Cathodic protection test station (TS) 46,00 46,00 46,00 46,00 46,00 46,00 46,00 46,00 ATTENTION! Electric cable Install 46,00 4 pcs of plastic 46,00 46,00 Department land 6,0 m Control pipe Refer to Project Cathodic Protection part Casing end ATTENTION! Communication cable ATTENTION! Electric cable Manual digging. Temporary hanging reserve pipes (size d160) Cathodic protection test station (TS) Refer to 12516_TP_GV-7-02_v03_TD NOTES 45,50 45,50 45,50 Refer to 12516_TP_GV-7-02_v03_TD 45,50 45,50 45,50 ATTENTION! Electric cable 45,50 45,50 45,50 1,0 m Drilling target pit at the bottom 3 m x 4 m, 45,50Manual digging. Temporary hanging Refer to Project Cathodic Protection part 45,50 Refer to 12516_TP_GV-7-01_v02_TD 45,50 45,50 45,50 45,12 Gas pipeline marker Barehole PA18 Drilling starting pit at the bottom 44,90 45,06 slope angle ~ Refer to 12516_TP_GV-7-01_v02_TD 20 m x 4 m, slope angle ~ Gas pipeline marker 1. 45,00 3,6 m 45,00 Barehole PA19 45,00 44,66 45,00 45,00 45,00 44,70 44,70 45,00 45,00 45,00 45,00 45,00 45,00 45,00 45,00 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 1,9 m 44,51 44,60 44,47 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is 44,50 determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. 3,3 m 0,9 m 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,50 44,20 35,91 43,94 44,11 43,89 43,89 to revised drawing data only. 3,3 m 0,5 m 44,00 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. Upon works 3,3 m 2,5 m 2,5 m 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 44,00 Horizontal turn completion the road surface shall be reinstalled to its original condition. 2,1 m 2,1 m FOC-cable 2,1 m 2,1 m 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 0,8 m Vertical turn Gas pipeline marker 1,9 m 43,50 2,0 m 1,4 m 43,30 Refer to Project Electronic C43,50 ommunication part 43,50 43,50 43,50 43,50 43,50 43,50 43,50 43,50 43,50 43,50 43,50 43,50 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 1,5 m 1,4 m 1,5 m 1,4 m from 89+02 to 89+14 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 43,00 not less than 25 m, and from outer track axis shall be not less than 40 m. 0,7 m 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 43,00 42,64 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 42,50 42,50 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 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 and not higher than 14 mm. 42,00 Vertical turn 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 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 the bottom of the predetermined pipe and target pit with measurements length 4 m, width 3 m, depth 1 m from from 87+95 to 88+07 41,50 the bottom of the predetermined pipe shall be prepared. 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 11. Width of protection zone: 1,0 m - 41,00 Vertical turn 1,0 m Vertical 41,00 41,00 41,00 ATTENTION! 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 scale - 1:50 Communication cable - 40,50 from 88+07 to 88+19 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 - railway - 30 m from auter track axis. Horizontal 4,0 m 42,57 45,67 88+61 42,52 44,51 88+89 88+88 42,52 45,84 88+87 88+76 88+64 42,57 44,70 88+57 42,58 45,00 88+53 88+49 42,60 45,00 88+43 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. 41,70 42,41 44,91 88+19 42,55 45,93 88+69 42,64 44,87 88+22 42,13 42,84 44,83 88+10 88+09 88+07 1,21 43,19 43,90 45,11 87+95 20,0 m 42,65 43,36 44,69 89+19 42,12 42,83 44,64 89+14 41,55 42,26 44,56 89+02 41,56 42,27 44,52 88+97 scale 1:50 40,00 13. 88+49 railway and 88+69 road crossings performed in closed manner (avoiding road and railway cover disassemble). 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 42,52 44,51 42,61 44,11 41,56 42,27 44,57 42,50 44,52 42,52 45,73 42,52 45,82 42,53 44,60 42,54 45,73 42,54 45,86 42,56 45,97 42,56 45,92 42,57 44,70 42,58 45,30 42,59 45,93 42,59 45,93 42,60 45,12 42,60 44,63 42,61 44,87 42,62 44,86 42,63 44,83 41,69 42,41 44,87 Altitude of Ground Level, m NOTES Altitude of Pipe (Casing) Top, m 1. 2. Altitude of Trench 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis peatatakse ja Bottom, m Coverage 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb taastada teekate Coordinate system L-EST97 2,01 3,21 3,31 3,41 2,29 2,30 2,24 2,00 2,00 3,32 2,07 2,13 2,13 2,42 2,72 2,52 2,40 2,03 2,26 2,24 2,20 2,24 2,47 2,50 2,00 3,30 3,19 3,38 3,35 3,10 3,34 3,34 1,34 1,80 1,50 (to Pipe / Casing Top), m esialgne olukord. Height system EH2000 5. 2,71 3,01 3,21 2,05 2,52 3,00 2,96 3,18 1,92 Trench Depth, m 6. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte kui 25m d711x8,8 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, 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 isol. 3LPE, B3, smin=4,2 mm 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast ning samal ajal 0A 2018-11-05 For review Slope 0 2 111 24 ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25m kaugusel raudtee Rev. Date Description 00 97 Lenght, m 94,4 11,5 12,0 6,0 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka juhul ei tohi EPC Contracting Contractor Authority Distance, m 5,5 6,0 6,0 1,9 2,5 8,3 0,5 1,2 0,4 0,5 1,5 1,5 0,5 4,1 2,8 1,0 1,7 4,5 4,5 0,3 1,4 1,0 0,7 2,5 0,7 1,5 3,7 1,0 2,6 1,6 2,9 1,4 2,3 2,1 1,9 4,9 7,0 2,8 3,0 6,0 3,8 2,2 6,0 6,0 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 m, laius 4 m ja Title of overall project PA19 Casing length 75 m 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja 1 m perspetkiivse toru Author Boring length 66 m Cathodic protection test station (TS) 11. Servituudi laiused: EPC works for DN700 MOP 54 gas pipeline from Kiili to Cathodic protection test station (TS) - Paldiski Gas pipeline marker Refer to Project Cathodic Protection part AEL 110 kV crossing FOC- cable well DM Refer to Project Cathodic Protection part Refer to Electronic Communication part - CM Layout PA18 - - DDM Document name Rev. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. 13. Eng Pipeline profile in Saku municipality 0A Control pipe Horizontal turn ATTENTION! Electric cable from picket 87+95 to 89+19 Refer to 12516_TP_GV-7-02_v03_TD Vertical turn Manual digging. Temporary hanging Document number (Construction Registry) Drilling starting pit at the Gas pipeline marker Install 4 pcs of plastic Control pipe 1 : 50 Page Pages Refer to 12516_TP_GV-7-01_v02_TD 12516_TP_GV-6-19_v01_profile bottom 20 m x 4 m, Gas pipeline marker ATTENTION! Communication cable ATTENTION! Electric cable ATTENTION! Electric cable ATTENTION! Communication cable Drilling target pit at the bottom 3 m x 4 m, reserve pipes (size d160) Refer to 12516_TP_GV-7-02_v03_TD EN from 89+02 to 89+14 ATTENTION! Communication cable ATTENTION! Communication cable The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 19 106 slope angle ~ slope angle ~ 1m 0 1m 5m The European Union is not responsible for any use that may be made of the information contained therein. n/a  42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 42,50 Border line of Road Department land 42,50 42,50 42,50 42,50 Local road crossing 42,50 NOTES Ditch crossing profile at stake 93+54 32,0 m 36,6 m 42,3 m Barehole PA20 94+90 road crossing Designed concrete slab Road crossing profile at stake 94+12 Border line of Road Department land 20,4 m 42,00 Control pipe 42,00 42,00 42,00 42,00 Road No. 1117 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 42,00 25,1 m 42,00 Cathodic protection test station (TS) 42,00 42,00 1500x900x80, 3 pcs. 42,00 1. Road crossing profile at stake 94+90 21,1 m Sewage pipeline 2xd500 crossing Refer to 12516_TP_GV-7-02_v03_TD 11,7 m Refer to Project Cathodic Protection part 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 8,0 m 94+12 road crossing 7,7 m Casing end 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of 41,50 41,50 41,50 42,1 m 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 41,50 Road No. 1117 41,50 41,20 41,50 41,50 41,50 41,50 41,50 41,10 Refer to 12516_TP_GV-7-02_v03_TD ground level is determined then works shall be stopped and case addressed to EPC Contractor. Cathodic protection test station (TS) Drilling starting pit at the bottom Cathodic protection test station (TS) Barehole PA21 Construction works shall be continued acc. to revised drawing data only. 39,8 m 41,00 Refer to Project Cathodic Protection part 31 m x 4 m, slope angle ~ Refer to Project Cathodic Protection part 4. When road crossing is performed by an open way method temporary by pass roads shall be erected. 2,6 m Cathodic protection 41,00 41,00 41,00 41,00 41,00 41,00 41,00 Control pipe 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 41,00 6,8 m Upon works completion the road surface shall be reinstalled to its original condition. 3,9 m test station (TS) 25,2 m Casing end Refer to 12516_TP_GV-7-02_v03_TD 40,50 40,43 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not Refer to Project Casing end 40,50 40,50 40,50 40,50 40,50 40,50 Refer to 12516_TP_GV-7-02_v03_TD 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,50 40,25 40,50 40,50 Refer to 12516_TP_GV-7-02_v03_TD less than 2,0 m. 0,3 m Cathodic Protection 12,0 m 2,1 m part 39,90 FOC-cable 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not 40,00 39,80 2,3 m 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 Casing end 40,00 40,00 40,00 Refer to Project Electronic Communication 40,00 part 40,00 40,00 40,00 40,00 40,00 less than 3,0 m. 1,0 m Gas pipeline marker Drilling target pit at the bottom 3 m x 4 m, Drilling target pit at the bottom 3 m x 4 m, Refer to 12516_TP_GV-7-02_v03_TD 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge 0,5 m slope angle ~ 39,50 slope angle ~ 39,28 of the road shall be not less than 25 m, and from outer track axis shall be not less than 40 m. 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge FOC-cable Gas pipeline marker and not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter 1,7 m 3,0 m 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 Refer to Project Electronic Communication part 1,9 m 38,66 track axis. 38,35 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is designed. Casing wall thickness shall 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 be not less than 11 mm and not higher than 14 mm. 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 38,00 Control pipe 20 m, width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 37,57 Refer to 12516_TP_GV-7-02_v03_TD length 4 m, width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. 1,0 m 37,50 4,0 m 11. Width of protection zone: 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 - priority highway roads (Tallinn - highway, Tallinn Ringroad) - 50 m from the outer edge of the 1,0 m outer lane; Vertical 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 - 1,0 m scale 31,0 m - 1:50 36,50 - railway - 30 m from auter track axis. 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 Horizontal 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site 38,51 39,22 41,47 93+68 38,52 39,23 41,53 93+67 38,53 39,24 41,59 93+66 38,67 39,38 40,41 93+54 2,01 38,74 39,45 41,46 93+48 95+41 1,71 36,63 37,34 39,05 95+34 37,95 40,41 95+00 38,07 41,08 94+90 37,41 38,12 39,93 94+65 2,32 37,72 38,43 40,76 94+37 38,94 42,80 94+12 39,09 41,20 94+00 39,28 41,07 93+83 2,10 38,43 39,14 41,24 93+75 1,0 m scale 1:50 Plan part. 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 13. 94+12 road and 94+90 road crossings performed in closed manner (avoiding road cover disassemble). 2,61 38,58 39,29 41,90 38,64 39,35 41,90 38,70 39,41 41,40 38,11 41,20 37,45 38,16 40,03 2,29 37,70 38,41 40,70 38,66 40,76 38,81 41,10 38,89 42,60 38,89 42,60 38,89 42,80 38,99 42,80 39,03 42,50 39,04 42,50 2,02 38,34 39,05 41,07 37,57 39,06 37,91 39,80 38,02 40,95 38,16 41,08 38,21 39,90 38,35 39,93 38,36 39,07 41,05 36,60 37,32 39,05 Altitude of 36,56 37,28 39,00 NOTES Ground Level, m Altitude of 4,0 m 1. Pipe (Casing) Top, m 2. 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis Altitude of Trench Bottom, m peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on parandatud. Coverage Coordinate system L-EST97 3,01 3,81 1,81 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb 2,25 2,30 2,35 2,55 2,46 2,93 2,92 2,09 2,29 2,12 3,09 3,70 3,70 3,90 3,86 3,47 3,46 1,03 1,99 1,74 1,49 1,89 1,69 1,58 1,87 1,79 1,98 1,73 (to Pipe / Casing Top), m taastada teekate esialgne olukord. Height system EH2000 5. 3,01 2,81 2,72 2,96 3,06 3,32 3,26 2,70 2,45 2,43 2,52 2,59 3,00 2,73 2,70 3,03 1,74 2,44 Trench Depth, m 6. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema d711x8,8 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 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, 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 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 isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm 0A 2018-11-05 For review 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti Slope 011 00 11 11 servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja Rev. Date Description Lenght, m 164,7 19,9 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka EPC Contracting Contractor Authority Distance, m 4,5 2,0 30,1 3,4 3,9 2,4 4,0 4,0 4,6 3,6 13,0 3,0 22,3 2,0 5,5 7,7 3,3 1,5 2,3 4,3 4,2 3,0 1,4 4,0 7,7 1,5 7,5 2,0 5,9 0,9 0,8 4,2 2,5 2,8 2,7 2,5 3,5 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on Title of overall project Casing length 69 m Casing length 54 m Cathodic protection test station (TS) 20 m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 Author Refer to Project Cathodic Protection part Control pipe EPC works for DN700 MOP 54 gas pipeline from Kiili to Boring length 62 m Control pipe Boring length 49 m FOC- cable well 11. Servituudi laiused: Gas pipeline marker Refer to 12516_TP_GV-7-02_v03_TD Paldiski Refer to Electronic Communication part - DM Refer to 12516_TP_GV-7-02_v03_TD PA20 - Layout PA21 - - CM DDM Document name Rev. PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. 13. Eng Pipeline profile in Saku municipality 0A from picket 93+48 to 95+41 Document number (Construction Registry) Cathodic protection test station (TS) Drilling target pit at the bottom 3 m x 4 m, Drilling starting pit at the bottom Cathodic protection test station (TS) Sewage pipeline 2xd500 crossing 1 : 50 12516_TP_GV-6-22_v01_profile Page Pages 31 m x 4 m, slope angle ~ Cathodic protection test station (TS) EN Refer to Project Cathodic Protection part slope angle ~ Gas pipeline marker Gas pipeline marker Refer to Project Cathodic Protection part The sole responsibility of this publication lies with the author. Document number (Contracting Authority) 22 106 Refer to Project Cathodic Protection part 1m 0 1m 5m The European Union is not responsible for any use that may be made of the information contained therein. n/a  Border line of Road Department land Border line of Road Department land Control pipe Control pipe 28,5 m 28,6 m Road crossing profile at stake 100+96 Refer to 12516_TP_GV-7-02_v03_TD 37,50 Refer to 12516_TP_GV-7-02_v03_TD 21,2 m 23,4 m NOTES Cathodic protection test station 37,50 (TS) 37,50 37,50 37,50 37,50 37,50 37,50 37,50 Gas pipeline 37,50 marker 37,50 Refer to Project Cathodic Protection part 1,9 m 4,6 m 6,8 m Barehole PA23 Gas pipeline marker 4,1 m Drilling target pit at the bottom 3 m x 4 m, 1. Coverage of pipe laid in forest shall be not less than 1,0 m, laid 37,00 ATTENTION! Communication cable 37,00 Barehole PA24 37,00 37,00 37,00 37,00 37,00 37,00 slope angle ~ 37,00 37,00 37,00 NOTES 100+96 road crossing Road No. 11 2. At intersections with local roads the depth of pipe cover shall be 36,50 36,25 not less than 1,2 m. 1. 3,1 m 36,50 36,50 36,50 36,50 TALLINNA RING 24,8 km 36,50 36,50 36,50 36,50 36,50 36,50 2,9 m 3. If during construction mismatch between altitude of ground level 2. 35,91 Cathodic protection test station (TS) 36,00 specified in drawing and actual altitude of ground level is 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis 36,00 36,00 35,73 36,00 36,00 FOC-cable 36,00 36,00 36,00 36,00 Refer to Project Cathodic Protection part 36,00 36,00 determined then works shall be stopped and case addressed to peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on Drilling starting pit at the Refer to Project Electronic Communication part 1,2 m EPC Contractor. Construction works shall be continued acc. to parandatud. bottom 20 m x 4 m. Slope 0,8 m 35,50 Horizontal turn 35,50 35,50 35,50 35,50 35,50 35,50 35,50 35,30 35,50 35,50 35,50 revised drawing data only. 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb stability is provided by using vertical turn Casing end 4. When road crossing is performed by an open way method taastada teekate esialgne olukord. pile wall 1,3 m 35,00 Induction bend R=5D, Refer temporary by pass roads shall be erected. Upon works 5. 35,00 to 12516_TP_GV-7-02_v03_TD 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 completion the road surface shall be reinstalled to its original 6. condition. 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema 34,50 34,50 34,22 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti 34,00 6. When railway crossing is performed by an closed manner servast ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja 1,0 m 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 Horizontal turn method, the depth of casing coverage shall be not less than 3,0 33,50 Induction bend R=5D, m. 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 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 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on Vertical 33,00 4,0 m 20 m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 not less than 25 m, and from outer track axis shall be not less scale 1,0 m 1:50 than 40 m. 32,50 Casing end 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be 11. Servituudi laiused: 101+30 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 100+64 100+64 100+64 34,56 35,26 36,74 100+46 33,52 34,23 36,56 101+42 34,74 37,82 100+96 Horizontal 33,21 33,91 36,54 101+36 34,47 35,17 36,74 100+52 Refer to 12516_TP_GV-7-02_v03_TD located not less as 10 m from asphalt edge and not less as 2 m - scale 1:50 32,00 from roadbed bottom or from a ditch shore and not less as 25 m - 20,0 m 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 from railway auter track axis. - 33,29 33,99 36,74 34,22 36,74 34,38 36,77 34,42 35,73 34,53 37,60 34,54 37,62 34,62 37,73 34,70 37,83 34,71 37,82 34,77 37,82 34,79 37,85 34,87 37,74 34,95 37,62 34,96 37,62 35,07 36,25 35,12 37,14 35,30 36,85 34,37 35,07 36,85 Altitude of 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent - Ground Level, m one is designed. Casing wall thickness shall be not less than 11 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. Altitude of mm and not higher than 14 mm. 13. Pipe (Casing) Top, m 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, depth Altitude of Trench 1 m from the bottom of the predetermined pipe and target pit with Bottom, m measurements length 4 m, width 3 m, depth 1 m from the bottom Coverage of the predetermined pipe shall be prepared. 1 : 50 2,51 3,11 3,11 1,31 2,33 2,63 2,74 2,39 3,07 3,08 3,13 3,08 3,05 3,06 2,87 2,68 2,67 2,02 1,57 1,18 1,55 1,78 1,48 (to Pipe / Casing Top), m 11. Width of protection zone: - priority highway roads (Tallinn - highway, Tallinn 1m 0 1m 5m 3,05 3,33 3,44 2,48 2,27 2,18 Trench Depth, m Ringroad) - 50 m from the outer edge of the outer lane; Coordinate system L-EST97 - Height system EH2000 d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, - local municipality roads - 10 the outer edge of the 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 outer lane; Slope 0 00 119 15 - railway - 30 m from auter track axis. Lenght, m 12.Reconstruction of ditches and environmental management after 75,4 pipeline construction refer to Project Site Plan part. 0A 2018-11-05 For review Distance, m 3,0 3,0 5,4 10,7 2,6 7,3 0,6 10,8 0,7 1,8 2,4 0,8 10,9 0,7 7,2 3,7 11,8 6,8 6,0 13.100+96 road crossings performed in closed manner (avoiding Rev. Date Description road cover disassemble). EPC Contracting Horizontal turn Casing length 72 m FOC- cable well Contractor Authority Cathodic protection test station (TS) vertical turn Boring length 63 m Refer to Electronic Communication part Refer to Project Cathodic Protection part Title of overall project Induction bend R=5D, PA23 Author EPC works for DN700 MOP 54 gas pipeline from Kiili to Paldiski Layout DM Gas pipeline marker Gas pipeline marker PA24 DDM CM Document name Rev. Cathodic protection test station (TS) Horizontal turn Induction bend R=5D, PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. Refer to Project Cathodic Protection part Drilling target pit at the bottom Eng Pipeline profile in Saku municipality 0A ATTENTION! Communication cable 3 m x 4 m, slope angle ~ from picket 100+46 to 101+42 Document number (Construction Registry) Page Pages Control pipe Drilling starting pit at the bottom 20 m x 4 m. Control pipe 12516_TP_GV-6-25_v01_profile EN Document number (Contracting Authority) Refer to 12516_TP_GV-7-02_v03_TD Slope stability is provided by using pile wall Refer to 12516_TP_GV-7-02_v03_TD The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the 25 106 information contained therein. n/a  126,1 m 74,2 m Control pipe Cathodic protection test station (TS) Road crossing profile at stake 112+18 NOTES NOTES Refer to 12516_TP_GV-7-02_v03_TD 8,7 m 23,2 m Refer to Project Cathodic Protection part 36,50 36,50 36,27 36,50 36,50 36,50 36,50 36,50 36,50 Barehole PA28 2,9 m 4,8 m Control pipe 1. Coverage of pipe laid in forest shall be not less than 1,0 m, laid in field 1. peal ei tohi metsaalal juhul alla 1,0 m, Refer to 12516_TP_GV-7-02_v03_TD 36,00 Barehole PA27 36,00 36,00 36,00 36,00 36,00 36,00 36,00 2. At intersections with local roads the depth of pipe cover shall be not less 2. peal ei tohi ristumisel kohalike teedega olla kui 1,2 than 1,2 m. m. 35,50 Cathodic protection test station (TS) 3. If during construction mismatch between altitude of ground level specified 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna 35,50 35,50 35,50 35,50 35,50 35,24 35,50 35,50 Refer to Project Cathodic Protection part 112+18 road crossing in drawing and actual altitude of ground level is determined then works tegeliku vahel on erinevus, siis peatatakse ja juhtum 2,8 m Road No. 3731 35,01 shall be stopped and case addressed to EPC Contractor. Construction saadetakse ainult siis, kui jooniste 35,00 35,00 35,00 JUULIKU I 01 km 35,00 35,00 35,00 35,00 35,00 works shall be continued acc. to revised drawing data only. andmed on parandatud. Casing end FOC-cable 2,6 m Designed concrete slab 4. When road crossing is performed by an open way method temporary by 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada Refer to Project Electronic Communication part 1,2 m Refer to 12516_TP_GV-7-02_v03_TD pass roads shall be erected. Upon works completion the road surface teed. valmimisel tuleb taastada teekate esialgne 34,50 1500x900x80, 2 pcs. 1,2 m 34,50 34,50 34,50 34,50 34,50 34,50 34,50 olukord. shall be reinstalled to its original condition. 5. When road crossing is performed by an closed manner method, the depth 5. Kui teeristumine on teostatud kinnise meetodiga, siis ei tohi 34,00 33,87 of casing coverage shall be not less than 2,0 m. 34,00 34,00 34,00 34,00 34,00 34,00 34,00 33,64 6. When railway crossing is performed by an closed manner method, the 6. Kui raudteega ristumine on teostatud kinnise meetodiga, siis ei tohi depth of casing coverage shall be not less than 3,0 m. 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 7. At the upper end of casing control pipe shall be installed. The distance 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust from control pipe to the outer edge of the road shall be not less than 25 m, kuni tee peab olema mitte kui 25m ning 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 and from outer track axis shall be not less than 40 m. 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda not less as 10 m from asphalt edge and not less as 2 m from roadbed kui 10 m kaugusel asfalti servast ning samal ajal ei tohi asetseda 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 bottom or from a ditch shore and not less as 25 m from railway auter track see kui 2 m kaugusel kraavikaldast ja axis. 1,0 m 9. For casing steel pipe d1016 x s mm, Rt=235 MPa or equivalent one is 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla Vertical 32,00 32,00 32,00 32,00 32,00 Casing end 32,00 32,00 32,00 scale designed. Casing wall thickness shall be not less than 11 mm and not projekteeritud ka juhul ei tohi seina 1:50 4,0 m Refer to 12516_TP_GV-7-02_v03_TD higher than 14 mm. 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 10. When road crossing is performed by an closed manner method, the 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette Drilling starting pit 20 m x 4 m 33,02 33,73 35,92 111+69 2,81 32,79 33,50 36,31 112+38 32,70 33,41 36,31 112+33 112+18 33,87 36,01 111+88 Horizontal scale starting pit with measurements length 20 m, width 4 m, depth 1 m from the valmistatud stardishaft, mille pikkus on 20 m, laius 4 m ja 1m Horizontal turn Slope stability is provided by using pile wall 1:50 bottom of the predetermined pipe and target pit with measurements length perspektiivse toru peab olema pikkusega 4 m, 31,00 vertical turn 31,00 31,00 31,00 31,00 31,00 31,00 31,00 4 m, width 3 m, depth 1 m from the bottom of the predetermined pipe shall Induction bend R=5D, Drilling target pit 3 m x 4 m. 33,64 36,31 33,81 35,01 32,92 33,64 36,01 32,69 33,40 36,19 33,66 36,27 33,68 36,60 33,75 36,44 33,76 36,36 33,83 35,89 32,93 33,64 36,03 32,94 33,65 35,24 32,95 33,66 35,58 2,42 32,95 33,67 36,09 32,97 33,68 36,05 Altitude of be prepared. 11. Servituudi laiused: Ground Level, m Slope stability is provided by 11. Width of protection zone: - Suuremad maanteed maantee, Tallinna ringtee) - 50 using pile wall - priority highway roads (Tallinn - highway, Tallinn Ringroad) - 50 Altitude of m from the outer edge of the outer lane; - Pipe (Casing) Top, m - - Altitude of Trench - - Bottom, m - railway - 30 m from auter track axis. 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt 12.Reconstruction of ditches and environmental management after pipeline katetetaastamiseprojektile. Coverage 2,61 2,92 2,79 2,90 2,67 2,69 2,60 2,05 2,15 2,37 2,39 2,36 2,18 1,20 1,59 1,92 construction refer to Project Site Plan part. 13.112+18 tee teostatud kinnisel meetodil (tee kate ei ole (to Pipe / Casing Top), m 13.112+18 road crossing performed in closed manner (avoiding road cover kahjustatud). disassemble). 3,61 2,30 3,52 3,50 3,08 3,10 2,63 3,13 3,08 2,89 Trench Depth, m Coordinate system L-EST97 Height system EH2000 d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, 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 Slope 0 00 55 5 Lenght, m 2,0 67,0 0A 2018-11-05 For review Distance, m 2,0 2,0 1,0 4,5 4,2 13,1 1,8 9,9 4,9 6,6 0,6 2,4 1,0 1,5 3,4 10,2 Rev. Date Description Cathodic protection test station (TS) EPC Contracting Casing length 45 m Contractor Authority Refer to Project Cathodic Protection part FOC- cable well Cathodic protection test station (TS) Refer to Electronic Communication part Title of overall project Boring length 42 m Refer to Project Cathodic Protection part PA28 Author EPC works for DN700 MOP 54 gas pipeline from Kiili to Layout PA27 DM Paldiski CM DDM Document name Rev. PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. Eng Pipeline profile in Saku municipality 0A from picket 111+69 to 112+38 Horizontal turn Drilling starting pit 20 m x 4 m 1 : 50 Document number (Construction Registry) Page Pages Slope stability is provided by using pile wall 12516_TP_GV-6-29_v01_profile vertical turn Drilling target pit 3 m x 4 m EN Induction bend R=5D, Slope stability is provided by using pile wall 1m 0 1m 5m The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the Document number (Contracting Authority) 29 106 information contained therein. n/a  Road crossing profile at stake 114+20 Road crossing profile at stake 115+04 114+20 road crossing Road No. 11420 SAKU-LAAGRI 50,4 m 25,2 m Road protection zone Border line of Road Department land 36,1 m Border line of Road Department land Border line of Road Department land Road protection zone 14,8 m 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 40,00 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 39,50 Drilling target pit at the bottom 3 m x 4 m, 39,50 39,50 39,50 slope angle ~ 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 39,00 Vertical turn 38,50 28,1 m Cathodic protection test station (TS) Casing end from 115+42 to 115+54 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 38,50 Refer to Project Cathodic Protection part Refer to 12516_TP_GV-7-02_v03_TD Control pipe Horizontal turn 27,6 m 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 38,00 Refer to 12516_TP_GV-7-02_v03_TD 38,00 38,00 vertical turn 13,8 m Barehole PA29-1 Induction bend R=5D, 19,0 m 37,25 1,2 m Cathodic protection test station (TS) Casing end Cathodic protection test station (TS) 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 37,50 Refer to Project Cathodic Protection part Refer to 12516_TP_GV-7-02_v03_TD Refer to Project Cathodic Protection part Drilling target pit 3 m x 4 m 37,00 Slope stability is provided by using pile wall 115+04 road crossing Control pipe Control pipe 37,00 Control pipe 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 37,00 Cathodic protection test station (TS) Refer to 12516_TP_GV-7-02_v03_TD Refer to 12516_TP_GV-7-02_v03_TD 36,50 Refer to 12516_TP_GV-7-02_v03_TD Designed concrete slab Road No. 3733 JUULIKU III 4,5 m 2,5 m 8,6 m Refer to Project Cathodic Protection part 36,50 1500x900x80, 3 pcs. 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 1,8 m 6,7 m 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 35,50 35,50 35,50 Barehole PA29 35,50 35,50 35,50 35,50 35,50 35,50 Drainage pipe d1200 35,50 35,50 35,50 35,50 35,50 35,50 35,50 35,50 35,50 33,72 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 35,00 3,6 m 34,40 FOC-cable 3,1 m Refer to Project Electronic Communication part 34,50 3,0 m 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 34,50 Casing end 34,00 Refer to 12516_TP_GV-7-02_v03_TD FOC-cable 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 Refer to Project Electronic Communication part 33,67 2,2 m 1,5 m 33,32 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 0,8 m 1,2 m 33,01 33,00 33,00 33,00 32,69 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 1,0 m 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 Casing end 31,50 Refer to 12516_TP_GV-7-02_v03_TD 1,0 m 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 31,50 4,0 m 1,0 m Vertical 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 31,00 scale 1:50 40 m 30,50 30,50 30,50 30,50 4,0 m 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 30,50 33,51 40,20 114+20 33,40 34,11 35,90 115+54 31,74 32,46 35,99 115+22 32,83 35,83 115+04 33,01 36,07 114+82 3,12 32,38 33,09 36,21 114+44 33,67 37,15 114+02 32,82 33,54 37,20 113+89 Horizontal scale 1:50 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 30,00 2,92 32,09 32,80 35,71 32,16 32,87 35,31 33,32 36,21 33,47 40,00 33,55 40,00 2,84 32,35 33,06 35,90 31,62 32,34 35,73 2,60 31,68 32,40 35,00 31,72 32,43 35,66 31,73 32,44 35,90 32,69 35,99 32,72 36,15 32,75 34,00 32,78 35,70 32,80 35,75 32,86 35,90 32,88 35,65 32,90 34,40 32,93 36,25 32,07 32,78 36,07 0,83 32,18 32,89 33,72 32,21 32,92 35,50 32,37 33,08 36,14 33,40 36,50 33,60 37,25 3,71 32,72 33,44 37,15 32,74 33,45 37,20 Altitude of Ground Level, m Altitude of Pipe (Casing) Top, m Altitude of Trench Bottom, m Coverage 3,40 3,23 3,46 3,53 3,30 3,43 2,92 2,95 3,00 3,04 2,77 3,32 3,06 3,29 2,44 2,58 3,07 2,89 3,10 6,53 6,69 6,45 3,65 3,48 3,74 3,66 1,79 1,25 1,50 (to Pipe / Casing Top), m 4,11 4,17 4,24 4,00 4,42 4,45 4,37 2,50 3,55 3,32 3,94 3,63 3,15 3,29 3,78 3,83 1,54 Trench Depth, m d711x8,8 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, d711x12,5 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, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x12,5 mm, steel L415 ME, d711x8,8 mm, steel L415 ME, 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 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 isol. 3LPE, B3, smin=4,2 mm Slope 0 00 7 197 8 Lenght, m Distance, m 6,0 6,0 2,9 2,9 7,4 3,9 1,4 3,6 2,3 4,4 3,9 1,7 3,6 3,6 2,3 3,3 3,3 4,0 3,5 13,6 2,5 3,3 19,6 2,0 8,8 9,3 4,2 5,0 7,1 7,7 2,0 10,3 FOC- cable well Cathodic protection test station (TS) Refer to Electronic Communication part Cathodic protection test station (TS) Refer to Project Cathodic Protection part Cathodic protection test station (TS) PA29-1 PA29 Refer to Project Cathodic Protection part Refer to Project Cathodic Protection part Layout Cathodic protection test station (TS) Control pipe Control pipe Refer to Project Cathodic Protection part Refer to 12516_TP_GV-7-02_v03_TD Control pipe Control pipe Refer to 12516_TP_GV-7-02_v03_TD Boring length 37 m Boring length 36 m Refer to 12516_TP_GV-7-02_v03_TD Refer to 12516_TP_GV-7-02_v03_TD Casing length 42 m Casing length 40 m Drilling target pit at the bottom 3 m x 4 m, Starting pit 20 m x 4 m slope angle ~ Slope stability is provided by using Drilling target pit at 3 m x 4 m Drilling starting pit at the bottom pile wall Horizontal turn Slope stability is provided by 40 m x 4 m, slope angle ~ vertical turn using pile wall NOTES NOTES 1 : 50 Induction bend R=5D, 1. 1. 1m 0 1m 5m 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 level is 3. Kui ehitusprotsessi tehakse kindlaks, et joonise ja maapinna tegeliku vahel on erinevus, siis Coordinate system L-EST97 determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to peatatakse ja juhtum saadetakse ainult siis, kui jooniste andmed on Height system EH2000 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 completion 4. Kui teeristumine teostatakse lahtise meetodiga, tuleb ehitada teed. valmimisel tuleb the road surface shall be reinstalled to its original condition. taastada teekate esialgne olukord. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 5. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 6. 0A 2018-11-05 For review 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 7. otsas tuleb paigaldada kontrolltoru. Kaugus kontrolltorust kuni tee peab olema mitte Rev. Date Description not less than 25 m, and from outer track axis shall be not less than 40 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 less as 2 8. Vastavalt standardile EVS 884:2017 (p. 10.4) ei tohi toru asetseda kui 10 m kaugusel asfalti servast EPC Contracting m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. ning samal ajal ei tohi asetseda see kui 2 m kaugusel kraavikaldast ja kui 25m Authority Contractor 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 and not higher than 14 mm. 9. on valmistatud terasest d1016 x s mm, Rt=235 Mpa, olla projekteeritud ka Title of overall project 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, Author 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 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20 EPC works for DN700 MOP 54 gas pipeline from Kiili to the bottom of the predetermined pipe shall be prepared. m, laius 4 m ja 1 m perspektiivse toru peab olema pikkusega 4 m, laius 3 m ja Paldiski 11. Width of protection zone: DM - 11. Servituudi laiused: CM - - DDM Document name Rev. - - PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. - railway - 30 m from auter track axis. - 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. - Eng Pipeline profile in Saku municipality 0A from picket 113+89 to 115+54 13.114+20 and 115+04 roads crossing performed in closed manner (avoiding road cover disassemble). 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile. 13. Document number (Construction Registry) Page Pages 12516_TP_GV-6-30_v01_profile 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 30 106 information contained therein. n/a  Control pipe Cathodic protection test station (TS) 38,6 m 213+07 road crossing Cathodic protection test station (TS) Road crossing profile at stake 213+07 and 213+89 Land allotment limits Land allotment limits Refer to 12516_TP_GV-7-02_v03_TD Control pipe Refer 213+61 bicycle road crossing 25,5 m Border line of Road Department land 37,50 213+89 road crossing 37,50 37,50to Project Cathodic Protection part 37,50 37,50 37,50 37,50 37,50 Refer to Project Cathodic Protection part 37,50 Refer to 12516_TP_GV-7-02_v03_TD Cathodic protection test station (TS) Cathodic protection test station (TS) 43,5 m PUIESTEE KM 0,1 Casing end Border line of Road Department land Refer to Project Cathodic Protection part Refer to Project Cathodic Protection part 18,3 m 37,00 Gas pipeline marker 37,00 37,00 37,00 Control pipe 37,00 Refer to 12516_TP_GV-7-02_v03_TD 37,00 37,00 37,00 37,00 26,1 m 35,0 m 36,53 Barehole PA47 Target pit 4 m x 3 m NOTES Refer to 12516_TP_GV-7-02_v03_TD 7,5 m 10,7 m 16,3 m 36,30 1. 36,50 Barehole PA47-1 36,50 36,50 36,50 36,50 36,50 36,50 36,50 36,50 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 6,6 m 8,6 m Starting pit 20 m x 4 m 1,0 m 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is 35,88 35,90 2,2 m 2,1 m 36,00 determined then works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,00 36,65 revised drawing data only. 10,7 m 4. Casing end 35,50 1,9 m 35,50 Refer to 12516_TP_GV-7-02_v03_TD 35,50 35,50 35,50 35,50 35,50 35,50 35,50 the road surface shall be reinstalled to its original condition. 1,2 m 35,07 2,0 m 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. 2,0 m 0,9 m FOC- cable 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 3,0 m. 35,00 35,00 35,00 35,00 35,00 Refer to Project Electronic Comunication part 35,00 35,00 35,00 35,00 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 FOC- cable less than 25 m, and from outer track axis shall be not less than 40 m. 0,9 m 34,50 34,50 Refer to Project Electronic Comunication part 34,50 34,50 34,50 34,50 34,50 34,50 34,50 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be not less than 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 34,00 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 m, width 4 m, depth 33,50 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 1,0 m 33,50 33,50 33,50 33,50 33,50 33,50 33,50 33,50 bottom of the predetermined pipe shall be prepared. Communication cable Communication cable Casing end 11. Width of protection zone: 1,0 m Vertical 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 33,00 - scale Refer to 12516_TP_GV-7-02_v03_TD horizontal turn - 1:50 32,50 Casing end 4,0 m - 32,50 32,50 32,50 32,50 32,50 32,50 32,50 32,50 33,07 33,78 36,07 214+07 33,36 34,08 36,30 213+70 33,46 34,17 36,09 213+58 213+00 Horizontal 34,16 34,87 36,30 212+72 Refer to 12516_TP_GV-7-02_v03_TD from 213+58 to 213+70 - railway - 30 m from auter track axis. scale 20,0 m 1:50 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 32,00 13. 213+07 road crossing performed in closed manner (avoiding road cover disassemble) 14. 213+89 and 212+00 road crossing performed in open way 35,01 36,41 34,07 34,78 36,41 33,11 33,82 36,09 34,05 36,09 34,14 36,14 34,18 36,15 34,26 36,25 33,32 34,03 36,25 33,43 34,14 36,38 33,53 34,16 36,36 33,47 34,18 35,83 33,62 34,33 35,87 34,56 35,87 34,61 35,88 34,65 36,20 34,67 35,90 34,71 36,30 34,77 36,95 34,86 37,00 34,90 36,53 Altitude of Ground Level, m 15. 213+61 bicycle road crossing performed in open way 16.Distance between picket 212+00 and PK 213+00 is 107,4 m Altitude of Pipe (Casing) Top, m Altitude of Trench NOTES Bottom, m 1. Coverage 2. 2,29 2,27 2,04 2,00 2,22 2,23 2,24 2,20 2,18 2,14 1,97 1,99 1,92 1,65 1,53 1,30 1,27 1,55 1,23 1,59 1,63 1,40 1,63 1,43 (to Pipe / Casing Top), m 3. 2,93 2,94 2,83 2,63 2,36 2,34 2,14 3,00 2,98 2,95 2,25 Trench Depth, m 4. Coordinate system L-EST97 esialgne olukord. Height system EH2000 d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, 5. Pipe 6. 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 isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm 7. Slope 0 00 8 8 8 Lenght, m 36,2 12,0 86,4 8. 0A 2018-11-05 For review Distance, m 4,9 10,7 4,6 10,7 5,3 7,9 2,9 1,2 1,2 20,1 5,2 5,3 4,9 5,8 7,1 11,2 5,0 13,3 11,3 servast. Rev. Date Description Cathodic protection test station (TS) 9. Cathodic protection test station (TS) Casing length 55 m EPC Contracting Refer to Project Cathodic Protection part FOC- cable well Refer to Project Cathodic Protection part 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, laius 4m ja Contractor Authority Refer refer to Electronic Communication part Cathodic protection test station (TS) Boring length 46 m PA47-1 Refer to Project Cathodic Protection part PA47 11.Servituudi laiused: Author Title of overall project - EPC works for DN700 MOP 54 gas pipeline from Kiili to - Paldiski Layout - DM - CM Gas pipeline marker Cathodic protection test station (TS) 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile.. DDM Document name Rev. Control pipe Refer to Project Cathodic Protection part 13. Casing length 26 m DN700 MOP 54 gas pipeline from Kiili to Paldiski. Refer to 12516_TP_GV-7-02_v03_TD 14. PPM FOC- cable well Pipeline profiles in Saue municipality 15. Eng 0A Refer refer to Electronic Communication part from picket 212+72 to 214+07. Document number (Construction Registry) 1 : 50 Page Pages Communication cable Communication cable 12516_TP_GV-6-47_v01_profile Starting pit 20 m x 4 m Target pit 4 m x 3 m EN crossing crossing 1m 0 1m 5m The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the Document number (Contracting Authority) 47 106 information contained therein. n/a  Control pipe Border line of Road Department land Control pipe Refer to 12516_TP_GV-7-02_v03_TD Cathodic protection test station (TS) Border line of Road Department land Refer to 12516_TP_GV-7-02_v03_TD Road crossing profile at stake 268+67 268+67 road crossing 30,50 Refer to Project Cathodic Protection part 30,50 30,50 30,50 30,50 Road No. 11371 KEILA-OHTU KM 2,5 43,3 m 48,7 m 30,00 30,00 30,00 30,00 Cathodic protection test station (TS) 30,00 Refer to Project Cathodic Protection part 11,5 m 12,4 m NOTES NOTES 29,50 29,50 29,50 29,50 29,50 1. 6,8 m 28,98 6,8 m 1. 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. 28,67 2. 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of 29,00 29,00 29,00 29,00 29,00 3. ground level is determined then works shall be stopped and case addressed to EPC Contractor. Construction 2,0 m works shall be continued acc. to revised drawing data only. 2,0 m 28,50 28,50 28,50 28,50 28,50 parandatud. 4. 1,3 m 4. works completion the road surface shall be reinstalled to its original condition. Casing end FOC- cable teekate esialgne olukord. 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less 28,00 Refer to Project Electronic Comunication part 1,2 m Refer to 12516_TP_GV-7-02_v03_TD 28,00 28,00 28,00 28,00 5. than 2,0 m. 6. 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not 27,50 7. less than 3,0 m. 27,50 27,50 27,50 27,50 7. At the upper end of casing control pipe shall be installed. The distance from control pipe to the outer edge of 8. the road shall be not less than 25 m, and from outer track axis shall be not less than 40 m. 27,00 27,00 27,00 27,00 27,00 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 2 m from roadbed bottom or from a ditch shore and not less as 25 m from railway 9. auter track axis. 26,50 26,50 26,50 26,50 26,50 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be 10.Kui teeristumine on teostatud kinnise meetodiga, siis peab olema ette valmistatud stardishaft, mille pikkus on 20m, not less than 11 mm and not higher than 14 mm. Vertical 26,00 26,00 26,00 26,00 26,00 10. When road crossing is performed by an closed manner method, the starting pit with measurements length 20 scale m, width 4 m, depth 1 m from the bottom of the predetermined pipe and target pit with measurements length 4 1:50 Casing end 11.Servituudi laiused: m, width 3 m, depth 1 m from the bottom of the predetermined pipe shall be prepared. 25,50 25,50 25,50 25,50 Refer to 12516_TP_GV-7-02_v03_TD 25,50 - 11. Width of protection zone: 26,28 26,99 29,08 268+88 2,01 26,38 27,09 29,10 268+83 27,87 29,21 268+51 Horizontal 26,96 27,67 29,26 268+49 scale - - 1:50 25,00 25,00 25,00 25,00 25,00 - lane; - - 27,66 29,61 27,68 29,51 26,93 27,64 29,21 27,32 29,10 27,45 29,12 27,47 28,67 27,49 29,24 27,52 29,49 27,70 28,98 Altitude of 12.Kraavide ja haljasalade taastamine tuleb teostada vastavalt katetetaastamiseprojektile.. - Ground Level, m 13. - railway - 30 m from auter track axis. Altitude of 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan Pipe (Casing) Top, m part. 13. 268+67 road crossing performed in open way. Altitude of Trench Bottom, m 1 : 50 Coverage 2,09 1,78 1,67 1,20 1,75 1,97 1,95 1,83 1,28 1,35 1,58 1,59 (to Pipe / Casing Top), m 1m 0 1m 5m Coordinate system L-EST97 2,80 2,72 2,29 2,30 Trench Depth, m Height system EH2000 d711x11 mm, steel L415 ME, d711x11 mm, steel L415 ME, Pipe isol. 3LPE, B3, smin=4,2 mm isol. 3LPE, B3, smin=4,2 mm Slope 0 00 17 Lenght, m 39,8 0A 2018-11-05 For review Rev. Date Description 7,5 1,2 1,3 1,5 8,1 1,4 9,6 1,8 Distance, m 6,0 1,4 EPC Contracting Cathodic protection test station (TS) Contractor Authority Refer to Project Cathodic Protection part Title of overall project FOC- cable well Casing length 32 m Author Refer refer to Electronic EPC works for DN700 MOP 54 gas pipeline from Kiili to Communication part Paldiski DM Layout CM DDM Document name Rev. AEL 10 kV crossing; PPM DN700 MOP 54 gas pipeline from Kiili to Paldiski. Cathodic protection test station (TS) install 1pcs of plastic reserve Refer to Project Cathodic Protection part Eng 0A pipes (size 160 mm) from picket 268+49 to 268+88. Document number (Construction Registry) Page Pages 12516_TP_GV-6-63_v01_profile 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 63 106 information contained therein. n/a  Control pipe Cathodic protection test station (TS) Border line of Road Department land NOTES 32,50 Refer to 12516_TP_GV-7-02_v03_TD Refer to Project Cathodic Protection part 32,50 32,50 32,50 32,50 32,50 Control pipe 32,50 Road crossing profile at stake 305+46 Road protection zone 25,2 m Border line of Road Department land Refer to 12516_TP_GV-7-02_v03_TD 305+46 road crossing 1. 16,9 m Road No. 17 KEILA-HAAPSALU KM 4,4 Drilling target pit 4 m x 3 m 32,00 32,00 32,00 32,00 32,00 32,00 32,00 2. At intersections with local roads the depth of pipe cover shall be not less than 1,2 m. Barehole PA62-1 27,5 m 3. If during construction mismatch between altitude of ground level specified in drawing and actual altitude of ground level is determined then 10,1 m works shall be stopped and case addressed to EPC Contractor. Construction works shall be continued acc. to revised drawing data only. 31,50 305+64 bicycle road crossing 31,50 31,50 31,50 31,50 31,50 31,50 11,3 m Gas pipeline marker 4. 30,73 Cathodic protection test station (TS) 10,9 m 2,2 m surface shall be reinstalled to its original condition. 31,00 Drilling starting pit 20 m x 4 m 30,68 Refer to Project Cathodic Protection part 31,00 31,00 31,00 2,1 m 31,00 31,00 31,00 5. When road crossing is performed by an closed manner method, the depth of casing coverage shall be not less than 2,0 m. Barehole PA62 6. When railway crossing is performed by an closed manner method, the depth of casing coverage shall be not less 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 shall be not less than 25 2,8 m 30,50 30,50 30,50 30,50 30,50 30,50 30,50 m, and from outer track axis shall be not less than 40 m. 2,5 m 3,5 m 8. According EVS 884:2017 (10.4 p.) the pipeline casing has to be located not less as 10 m from asphalt edge but at same time not less as 2 m 30,00 30,00 30,00 30,00 Casing end 30,00 30,00 30,00 Casing end from roadbed bottom or from a ditch shore and not less as 25 m from railway auter track axis. 1,7 m 1,2 m Refer to 12516_TP_GV-7-02_v03_TD 9. For casing steel pipe d1016 x s mm, Rt=235MPa or equivalent one is designed. Casing wall thickness shall be not less than 11 mm and not Refer to 12516_TP_GV-7-02_v03_TD 0,6 m 1,1 m FOC- cable 29,50 29,50 29,50 29,50 29,50 29,50 29,50 higher than 14 mm. 1,0 m Refer to Project Electronic Comunication part 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 the 29,00 29,00 29,00 (note No. 9), L=36 m 29,00 29,00 29,00 29,00 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. 11. Width of protection zone: 28,50 28,50 28,50 28,50 28,50 28,50 28,50 - Communication cable Communication cable - Communication cable Vertical 28,00 28,00 28,00 28,00 28,00 28,00 28,00 - scale - railway - 30 m from auter track axis. 1:50 305+89 305+75 1,0 m 27,50 12.Reconstruction of ditches and environmental management after pipeline construction refer to Project Site Plan part. 27,50 27,50 27,50 27,50 27,50 27,50 28,99 30,80 305+64 28,61 29,32 30,52 305+32 29,23 31,32 305+46 Horizontal 1,0 m 13. 305+46 road crossing performed in closed manner (avoiding road cover disassemble) 28,67 29,39 30,59 305+24 scale 20,0 m 1:50 4,0 m 27,00 27,00 27,00 27,00 27,00 27,00 27,00 28,95 30,61 29,30 31,41 29,45 30,51 1,21 28,59 29,30 30,51 28,28 28,99 30,47 28,25 28,96 30,48 28,24 28,95 30,10 28,22 28,93 30,52 27,97 28,68 30,56 28,05 28,76 30,59 28,91 30,59 28,96 30,80 29,01 30,80 29,03 30,65 29,10 30,68 29,13 31,67 29,17 31,74 29,34 31,23 29,38 30,73 28,61 29,32 30,52 29,32 30,40 Altitude of Ground Level, m Altitude of Pipe (Casing) Top, m NOTES Altitude of Trench Bottom, m 1. 2. Coverage 2,11 1,81