Maanteeamet · 18. detsember 2018
Sisu (failidest)
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