Kiri

Saatja: Margus Viiklepp <[email protected]> Saadetud: 28.07.2020 08:29 Adressaat: Liivika Sarapu <[email protected]> Teema: FW: Tehniliste tingimuste taotlus kõrvalmaantee Are-Suigu nr. 19203 Manused: image001.jpg; Road 19203 in PS1 Report .pdf Tere Saadan registreerimiseks. Margus From: Janis Erilaid [mailto:[email protected]] Sent: Thursday, July 9, 2020 8:39 AM To: Margus Viiklepp <[email protected]> Subject: Tehniliste tingimuste taotlus kõrvalmaantee Are-Suigu nr. 19203 Tere! Margus, esitan esimese projekteerimistingimuste taotluse ülevaatamiseks. Kui all olev avaldus ja manuses olev info on piisav siis hakkaksin esitama ka teisi analoogse põhimõttega. Lisan veel märkusena, et manuses olev raport on inglise keeles aga oluline osa seal on skeemid nii, et kui vajalik siis eemaldan tekstilise osa ja jätan edaspidi ainult skeemid alles. Palun väljastada projekteerimistingimused Rail Baltica raudtee ristumisele kõrvalmaanteega nr 19203 Are-Suigu. Ristumise ulatus on 11,5 km-12,5 km ja maantee läheb üle raudtee. Tervitades Janis Erilaid Interface Manager OBERMEYER PLANEN+BERATEN GmbH EESTI FILIAAL Pärnu mnt 67a, Tallinn 10134 Phone: +372 602 5003 Fax: +372 602 5004 Mobile: +372 5911 9717 E-mail: [email protected] Web: www.opb.de Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border (No. RBR 2018/28) Design Priority Section 1 Public Road 19203 Design June, 2020  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border Design Priority Section 1 Public Road 19203 Design [Design Phase-Submission] Document Submittal History: Rev.: Date: Doc Status: Prepared Checked Approved Accepted 001 10/06/2020 Released GP MS 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 information contained therein. June 2020  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border CONTENTS 1 EXECUTIVE SUMMARY ......................................................................................................... 5 1.1 Format of activity description including any abbreviations used ...................................... 5 2 INTRODUCTION.................................................................................................................... 5 3 STARTING POINT .................................................................................................................. 5 3.1 Tender documents ........................................................................................................... 5 3.2 Previous Designs .............................................................................................................. 6 3.2.1 Preliminary option ................................................................................................... 6 3.2.2 CPTD option ............................................................................................................. 6 3.3 Standards ......................................................................................................................... 7 3.3.1 Alignment ................................................................................................................. 7 3.3.2 Cross section ............................................................................................................ 7 4 ALTERNATIVE PROPOSALS.................................................................................................... 8 4.1 Option 1 ........................................................................................................................... 8 4.1.1 Description ............................................................................................................... 8 4.1.2 Stopping distance..................................................................................................... 9 4.2 Option 2 ......................................................................................................................... 10 4.2.1 Description ............................................................................................................. 10 4.2.2 Stopping distance................................................................................................... 10 CONTENTS  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border INDEX OF TABLES Table 4-1. Stopping distance analysis in 19203 road option 1 (outwards). ............................................. 9 Table 4-2. Stopping distance analysis in 19203 road option 1 (return). .................................................. 9 Table 4-3. Stopping distance analysis in 19203 road option 2 (outwards). ........................................... 11 Table 4-4. Stopping distance analysis in 19203 road option 2 (return). ................................................ 11 CONTENTS  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 1 Executive Summary 1.1 Format of activity description including any abbreviations used PTD Preliminary Technical Design RB Rail Baltica TS Technical Specification 2 Introduction The main objective of this report is to describe the different solutions of design for the maintenance of Public Road 19203 Are-Suigu mnt in the Design Priority Section 1 of the new Line Pärnu-Estonian/Latvia border of RAIL BALTICA. 3 Starting point 3.1 Tender documents In the context of the elaboration of the present report the following documents have been taken into consideration: - CPTD EE003: Sections 1, 2, 3 and 4 (up to km 15+000) of preliminary design (Pärnu- Estonian/Latvia border). - Preliminary Design of the railway and railway related construction works for the RAIL BALTICA 1,435 mm gauge line Häädemeeste municipality Pärnu county. Design section 4. 5  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 3.2 Previous Designs 3.2.1 Preliminary option The Preliminary Design of the railway and railway related construction works for the RAIL BALTICA defines the new Line Pärnu- Estonian/Latvia border in many documents both reports and blueprints. On the other hand, road construction works for the maintenance of Public Roads are defined in an independent TS. In document ““01-Annexes of Technical Specification- Annex no. 3.4” the following blueprints for section 4 (0+00 to 27+00) stand out: - Drawings “RB-EP-04-RD-2AP-xx” with plan definition of roads - Drawings “RB-EP-04-RD-3PP-xx” with profile definition of roads - Drawings “RB-EP-04-RD-3PP-xx” with definition of roads pavements In the document mentioned above there are a previous design for the overpass of Public Road 19203 Are-Suigu mnt, that considers a roadway structure named as 04-BR01. This structure will be renamed as BR-2215 in Design Priority Section 1. 3.2.2 CPTD option The Consolidated Preliminary Technical Design (CPTD), dated in October 2018, defines several alignment adjustments in order to improve some of the technical standards of the main track or to allow a better placement for other elements (road crossings, station tracks, culverts, etc.). The adjustments of CPTD option are defined in document “01 Annexes of Technical Specification – Annex no. 2.1”. More concretely, in document “CPTD report EE03 Pärnu- EELV_20181029” there is a table with comments about changes to be made to meet the requirements of CPTD option. As a main conclusion, the CPTD document doesn´t propose any adjustment for the road 19203. 6  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 3.3 Standards 3.3.1 Alignment The plan alignments for road 19203 will be designed according to “Tee projekteerimise normed”, published in MTM 05.08.2015.a. määrus nr 106. More specifically, the main plan and profile requirements in roads are described in section 2.4 of the Annex of this document. This section also includes general criteria for the stopping distance calculations. Furthermore, in section 2.3 includes general criteria for cross sections in roads, according to the class assigned to them. 3.3.2 Cross section On the other hand, attending to PTD document, it is considered a class V for road 19203, with a pavement named as type P-I (8 cm of bituminous mixture, 20 cm of gravel base and 20 cm of drainage layer with a geotextile between them). The road width considered is variable from 7 to 8 meters, that sums up to a maximum width of 11,4m with the considered shoulders. A speed of 60 km/h has been considered for this road in the proposals analyzed in this document. At last, it is consider a vehicle parapet of level H2 of Containment in both borders of the traffic lanes along the structure. In outer edges of the structure an overhead catenary system protection (OCS) will be foreseen. 7  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 4 Alternative proposals This section includes the description corresponding to the different solutions for the maintenance of road 19203 “Are-Suigu mnt” in the section where it crosses with the future RAIL BALTICA infrastructure. The solutions are as follows:  Option 1: As shown in Preliminary with some adjustments in order to meet the requirements described in section 3.3  Option 2: Solution that considers a different solution in the overpass structure 4.1 Option 1 4.1.1 Description In this option is defined a road alignment similar to that one designed in PTD, with some adjustments: - Horizontal alignment. Spiral curves for transition to horizontal curves are included: o A horizontal curve with a radius of 380 m in the west section of the road, with transition curves of 21 m. o A horizontal curve with a radius of 380 m in the east section of the road, with transition curves of 21 m. - The vertical alignment has been designed in order to provide a constant gradient in the overpass BR-2215. The maximum gradient is 6% and the minimum gradient is 0,25% (current gradient at points of connection). This solution provides an overpass with a 37-degree angle with the railway alignment. 8  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 4.1.2 Stopping distance In the tables below is analyzed the stopping distance of option 1 according to requirements of standard “Tee projekteerimise normed” described in section 3.3 of this report. It has been verified that a stopping distance of 80 m is met (recommended for 60 km/h in flat profile that will be adjusted in every point of gradient). Table 4-1. Stopping distance analysis in 19203 road option 1 (outwards). Start End Average Stopping Distance Distance fl Station Station Gradient required (m) available 0+000 0+150 0,303 -0,25% 80,50 ok 0+150 0+190 0,303 0,13% 79,92 ok 0+190 0+285 0,303 0,50% 79,35 ok 0+285 0+395 0,303 3,28% 75,64 ok 0+395 0+410 0,303 6,00% 72,38 ok 0+410 0+545 0,303 3,29% 75,61 ok 0+545 0+615 0,303 0,50% 79,35 ok 0+615 0+765 0,303 -2,56% 84,63 ok 0+765 0+780 0,303 -5,50% 90,48 ok 0+780 0+900 0,303 -2,61% 84,72 ok 0+900 1+025 0,303 0,50% 79,35 ok Table 4-2. Stopping distance analysis in 19203 road option 1 (return). Start End Average Stopping Distance Distance fl Station Station Gradient required (m) available 1+025 0+900 0,303 -0,50% 80,90 ok 0+900 0+785 0,303 2,49% 76,67 ok 0+785 0+765 0,303 5,50% 72,92 ok 0+765 0+615 0,303 2,56% 76,59 ok 0+615 0+545 0,303 -0,50% 80,90 ok 0+545 0+410 0,303 -3,30% 86,00 ok 0+410 0+395 0,303 -6,00% 91,66 ok 0+395 0+285 0,303 -3,27% 85,95 ok 0+285 0+190 0,303 -0,50% 80,90 ok 0+180 0+150 0,303 -0,12% 80,30 ok 0+150 0+000 0,303 0,25% 79,73 ok 9  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border 4.2 Option 2 4.2.1 Description This option provides a different design for overpass BR-2215, with a straight alignment that defines a less value of deviation angle respect to rail track. The alignments designed are the described below: - Horizontal alignment: o A horizontal curve with a radius of 300 m in the west section of the road, with transition curves of 26 m. o A horizontal curve with a radius of 300 m in the east section of the road, with transition curves of 26 m. - The vertical alignment has been designed as in option 1 in order to provide a constant gradient in the overpass BR-2215. The maximum gradient is 6% and the minimum gradient is 0,25% (current gradient at points of connection). The solution provides an overpass with a 30-degree angle with the railway alignment. 4.2.2 Stopping distance As in section 4.1.2, the stopping distance of option 2 is analysed in the tables below, according to requirements of standard “Tee projekteerimise normed” described in section 3.3 of this report. In this option (as in option 1) has been verified that a stopping distance of 80 m is met (recommended for 60 km/h in flat profile that will be adjusted in every point of gradient). 10  Design and design supervision services for the construction of the new line Pärnu – Estonian/Latvia border Table 4-3. Stopping distance analysis in 19203 road option 2 (outwards). Start End Average Stopping Distance Distance fl Station Station Gradient required (m) available 0+000 0+150 0,303 -0,25% 80,50 ok 0+150 0+185 0,303 0,15% 79,88 ok 0+185 0+275 0,303 0,50% 79,35 ok 0+275 0+385 0,303 3,15% 75,80 ok 0+385 0+405 0,303 6,00% 72,38 ok 0+405 0+540 0,303 3,21% 75,72 ok 0+540 0+605 0,303 0,50% 79,35 ok 0+605 0+755 0,303 -2,55% 84,61 ok 0+755 0+775 0,303 -5,50% 90,48 ok 0+775 0+890 0,303 -2,49% 84,48 ok 0+890 1+011 0,303 0,50% 79,35 ok Table 4-4. Stopping distance analysis in 19203 road option 2 (return). Start End Average Stopping Distance Distance fl Station Station Gradient required (m) available 1+011 0+890 0,303 -0,50% 80,90 ok 0+890 0+771 0,303 2,55% 76,60 ok 0+771 0+751 0,303 5,50% 72,92 ok 0+751 0+606 0,303 2,50% 76,66 ok 0+606 0+541 0,303 -0,50% 80,90 ok 0+541 0+401 0,303 -3,26% 85,94 ok 0+401 0+386 0,303 -6,00% 91,66 ok 0+386 0+276 0,303 -3,21% 85,84 ok 0+276 0+186 0,303 -0,50% 80,90 ok 0+186 0+146 0,303 -0,12% 80,30 ok 0+146 0+000 0,303 0,25% 79,73 ok 11  1 2 3 4 5 6 7 8 A A DO NOT SCALE FROM THIS DRAWING Design Priority Section 1 Tootsi N km DPS1/0+000 Station 19203 Are-Suigu mnt B Road B Design Priority Section 1 km DPS1/36+656 Design Priority Section 2 km DPS2/0+000 C C Kilksama Station Pärnu Freight Pärnu International D Station Station D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:100,000 A3 Design Priority Section 1 Map and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Road 19203 Location Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8  1 2 3 4 5 6 7 8 A A N B B C C Wing Wall 1 Pier 2 Pier 3 Pier 1 D D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:1,000 A1 Road 19203 and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Plan and Profile Alignment Option 1 (1/2) Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8  1 2 3 4 5 6 7 8 A A N B B C C Wing Wall 2 Wing Wall 1 Pier 4 Pier 2 Pier 3 Pier 1 D D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:1,000 A1 Road 19203 and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Plan and Profile Alignment Option 1 (2/2) Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8  1 2 3 4 5 6 7 8 A A N B B C C Wing Wall 1 Pier 3 Pier 2 Pier 1 D D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:1,000 A1 Road 19203 and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Plan and Profile Alignment Option 2 (1/2) Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8  1 2 3 4 5 6 7 8 A N A B B C C Wing Wall 1 Wing Wall 2 Pier 4 Pier 3 Pier 2 Pier 1 D D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:1,000 A1 Road 19203 and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Plan and Profile Alignment Option 2 (2/2) Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8  1 2 3 4 5 6 7 8 A A DO NOT SCALE FROM THIS DRAWING Cross section in enbankment B B Cross section in enbankment with guardrail C C Cross section in overpass D D E E REVISIONS PROJECT CONTRACT NO. 1.19/EE-EE-1 CLIENT CONSULTANT DATE SCALE PAPER SIZE DRAWING TITLE No Date Description Originator Checker Approver RB Rail AS 001 12/06/2020 Issue 1 xxxx xxxx xxxx K. Valdemāra iela 8 Association OBERMEYER PLANEN + BERATEN GmbH 12/06/2020 1:100 A3 Road 19203 and PROINTEC S.A. DRAWING STATUS Riga, Latvia LV-1010 Hanstrs. 40, postcode 80686, S4 Cross Sections Reg.No. 40103845025 Munchen, Germany NAME SIGNATURE DATE Reg.No. PROJECT CODE DISCIPLINE CODE ORIGINATOR G. Peña 12/06/2020 Design and Design Supervision Services SUB-CONTRACTOR CHECKER xxxx 12/06/2020 PROJECT SECTION SUB-SECTION VOLUME/ ZONE LOCATION RBR CODE LOCAL CODE PROJECT F for the construction of the new line REVIEWER xxxx 12/06/2020 ID ID ID SYSTEM STAGE F RBDTD-EE DS3 DPS1 ZZZZZZ ZZ ZZZZ ---- TR VE APPROVER xxxx 12/06/2020 Co-financed by the Connecting Europe from Pärnu to Estonian - Latvian Border SHEET NUMBER: REVISION RBDTD-EE-DS3-DPS1_OBR_ZZZZZZ-ZZ_ZZZZ_--_-----_VE_00002 Facility of the European Union 001 ARCHIVE NO. SHEET NAME: 1 2 3 4 5 6 7 8