Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border (No. RBR 2018/28)
Design Priority Section I
Public Road “Pärnu - Tori nr 59” Design
July, 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 I
Public Road “Pärnu - Tori nr 59” Design
[Design Phase-Submission]
Document Submittal History:
Rev.: Date: Doc Status: Prepared Checked Approved Accepted
001 28/07/2020 Released KC KB
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.
July 2020
Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border
CONTENTS
1 EXECUTIVE SUMMARY......................................................................................................... 4
1.1 Format of activity description including any abbreviations used .................................... 4
2 INTRODUCTION ................................................................................................................... 4
3 STARTING POINT ................................................................................................................. 4
3.1 Tender documents .......................................................................................................... 4
3.2 Previous Designs .............................................................................................................. 5
3.2.1 Preliminary option .................................................................................................. 5
3.2.2 CPTD option............................................................................................................ 5
3.3 Current design status....................................................................................................... 6
3.4 Design criteria .................................................................................................................. 6
3.4.1 Standards ............................................................................................................... 6
3.4.2 Basic parameters .................................................................................................... 6
3.4.3 Cross section .......................................................................................................... 6
3.4.4 Traffic ..................................................................................................................... 7
4 ALIGNMENT DESCRIPTION .................................................................................................. 7
4.1 Railway alignment at the crossing ................................................................................... 7
4.2 Road restoration proposal ............................................................................................... 7
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 design for the restoration of Urban Road
“Pärnu - Tori nr 59” at the crossing with Priority Section I 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 3.
4
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. 3.3” the following blueprints
for section 3 (0+00 to 20+05) stand out:
- Drawings “RB-EP-03-RD-2AP-xx” with plan definition of roads
- Drawings “RB-EP-03-RD-3PP-xx” with profile definition of roads
- Drawings “RB-EP-03-RD-3PP-xx” with definition of roads pavements
In the document mentioned above there is a previous design for the overpass of Public Road
“Pärnu - Tori nr 59”, that considers the road named as 03-RD08 and a roadway structure
named as 03-BR10 at km DS03/12+847.
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 proposes to keep
the railway line on low embankment as close to the existing ground as possible and the road
to be taken over the railway. An overpass with round-about would be formed at junction of
highways. (comment no 101). This proposal is not applied at Consultants alternative solutions.
5
Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border
3.3 Current design status
The design of the railway is currently at the stage of value engineering. The second interim
report has been prepared with 2 proposed alternative options for the vertical alignment both
for railway design and transverse road: Option 1 based on PD and Option 2 designer’s
proposal. At the area of the crossing, both Options 1 and 2 have the same horizontal design.
The chainage of the railway as well as the drawings of the railway are based on Option 2.
3.4 Design criteria
3.4.1 Standards
The alignments for “Pärnu - Tori nr 59”, has been designed according to “EVS 843:2016”..
Option 1 profile is kept to its initial vertical location and Option 2 proposes the lowering of profile
in order to minimize the railway embankment. The profile requirements are described in section
6.3 of this document. Furthermore, in section 6.1 includes general criteria for cross sections in
roads, according to the class assigned to them.
3.4.2 Basic parameters
Both proposed alternative solutions keep the exact characteristics of existing road with only
modification the inner island widening that creates a relevant offset shifting of all lanes on the
south side. A design speed of 50 km/h has been considered for this road in the proposals
analyzed in this document.
3.4.3 Cross section
The road width considered is variable from 9 to 20,5 meters. Attending to PTD document, road
pavement is foreseen as type A3-I.
6
Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border
3.4.4 Traffic
In PTD document is included a table with daily traffic intensities, with growth forecast up to the
year 2045, as shown in table below.
Table 3-1. Daily traffic intensities in 19214 road.
Station in Daily traffic intensities
Road Section DPS-1 2015 2025 2035 2045
59 Parnu – Tori (km 0,1) (32+810) 6851 6882 6913 6913
4 Alignment description
4.1 Railway alignment at the crossing
The railway is crossing the road at km PS1/32+810. The alignment of the railway has a
horizontal curve with radius 1200 m and cant 100 mm. The ToR is at 16,437 for Option-2
(Consultant’s proposal) and 14,022m for Option-1. Both crossings are designed on a convex
curve of 25000m for the railway profile design. The slopes are 6‰ upwards and 5,35‰
downwards for Option -2 and 4‰ upwards and 3‰ downwards for the Option -1 (direction
North to South).
The minimum vertical clearance is 6,00m from the road pavement.
The solution provides a railway bridge of 40m for both solutions.
4.2 Road restoration proposal
The main existing plan configuration is maintained with a minor modification of the eastbound
direction where a widening of the median island has been applied in order to accommodate
the middle pier of the railway bridge.:
- Horizontal alignment. Spiral curve for transition to horizontal curves are included:
7
Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border
o An horizontal curve with a radius of 500m of the road, with transition curve of
70 m.
- The vertical alignment for Option 1 has been designed according to the following:
o The radius of the convex curve is 3000m.
o The radius of the concave curve is 1300m
o The maximum gradient is 2,5% and the minimum gradient is 0,30% (current
gradient at point of connection).
8
1 2 3 4 5 6 7 8
Priority Section I km PS1/0+000
A A
DO NOT SCALE FROM THIS DRAWING
1490910 Kaseküla OR-2211
N
Tootsi
Station
Ecoduct
BR-2610
BR-2205
19203 Are-Suigu mnt OR-2215
Priority Section I
B (36.64km) B
Km DS04/15+000
BR-2009
BR-2211
Silla road 8480003 OR-2242-b
BR-2215
Ecoduct
Priority Section I km PS1/36+648
Priority Section II km PS2/0+000
BR-2613 Ecoduct
19270 Suigu-Tootsi BR-2616
19271 Tootsi-Piistaoja OR-2205 7300370 Kivisilla Road-04 OR-2218 Pedestrian underpass OR-2242-a
C Pedestrian underpass OR-2236
C
BR-2242-b
Design Section 04 (30.84km) Extension of existing
BR-2218 pedestrian underpass OR-2435
Kilksama
Station
Pärnu Freight
Design Section 03 km DS03/20+500
Design Section 04 km DS04/0+000
BR-2220 Station
D BR-2242-a D
BR-2238
Jänesselja-Urge road
19214 OR-2220
BR-2433
Fauna pass
Fauna pass BR-2032
Km DS02/29+860
BR-2223
Design Section 02 km DS02/31+000
BR-2227
Design Section 03 km DS03/0+000
Road underpass
BR-2435
E Design Section 03 (20.50km) Pedestrian underpass BR-2236 E
Pärnu
International
Station Extension of existing
pedestrian underpass 59 Pärnu-Tori mnt OR-2238
REVISJON / REVISIONS PROJEKT / PROJECT LEPINGU NR 1.19/EE-EE-1 TELLIJA / CLIENT PROJEKTEERIJA/CONSULTANT KUUPÄEV / DATE MÕÕTKAVA / SCALE PABERI SUURUS / JOONISE PEALKIRI / DRAWING TITLE
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1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A A
DO NOT SCALE FROM THIS DRAWING
N
B B
Mainline Left Tra
ck
C C
Mainline Right Tra
ck
D D
E E
REVISJON / REVISIONS PROJEKT / PROJECT LEPINGU NR 1.19/EE-EE-1 TELLIJA / CLIENT PROJEKTEERIJA/CONSULTANT KUUPÄEV / DATE MÕÕTKAVA / SCALE PABERI SUURUS / JOONISE PEALKIRI / DRAWING TITLE
Nr/No Kuupäev / Date Kirjeldus / Description Autor/Originator Kontrollija/Checker Kinnitaja/Approver CONTRACT NO. 1.19/EE-EE-1 RB Rail AS OBERMEYER PLANEN + PAPER SIZE Road Plan View Option 1
001 28/07/2020 Issue 1 K.C. K.B. D.P. K.Valdemara tn 8, Riia, BERATEN GmbH and 28/07/2020 1:2000 A3 Road 2238
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LEHE NIMETUS / SHEET NAME: 001
ARHIVEERIMIS NR / ARCHIVE NO.
1 2 3 4 5 6 7 8
1 26 2 3 4 5 6 7 8
A A
DO NOT SCALE FROM THIS DRAWING
24
22
20
PVI STA:0+215.77
PVI ELEV:8.77
18 Rv:3000.000
LVC:84.16
PVI STA:0+077.19
16
BVCE: 7.71
BVCS: 0+173.70
EVCE: 8.64
EVCS: 0+257.86
PVI ELEV:5.30
B Rv:1300.000 B
14 LVC:64.98
BVCE: 6.11
EVCE: 6.11
BVCS: 0+044.70
EVCS: 0+109.68
12
10
-0.30%
8 -2.50
% 2.50%
6
C C
4
2
0
-2
6.601
7.581
6.494
8.652
7.225
7.225
7.092
5.987
5.705
8.060
5.904
8.449
8.740
7.120
8.764
7.745
8.934
8.256
8.877
8.558
8.759
8.658
8.586
8.564
D D
0+000 0+025 0+050 0+075 0+100 0+125 0+150 0+175 0+200 0+225 0+250 0+275 0+300
Superelevation
E E
Horizontal
L=5.75
L=214.97 L=70.94
Geometry R=500.00
REVISJON / REVISIONS PROJEKT / PROJECT LEPINGU NR 1.19/EE-EE-1 TELLIJA / CLIENT PROJEKTEERIJA/CONSULTANT KUUPÄEV / DATE MÕÕTKAVA / SCALE PABERI SUURUS / JOONISE PEALKIRI / DRAWING TITLE
Nr/No Kuupäev / Date Kirjeldus / Description Autor/Originator Kontrollija/Checker Kinnitaja/Approver CONTRACT NO. 1.19/EE-EE-1 RB Rail AS OBERMEYER PLANEN + PAPER SIZE Road Profile View Option 1
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RB Rail AS 80686, München, S4
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autorijärelevalve teostamine / ALLTÖÖVÕTJA /
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PROJECT ID
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A A
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B B
C C
D D
E E
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ARHIVEERIMIS NR / ARCHIVE NO.
1 2 3 4 5 6 7 8
1 26 2 3 4 5 6 7 8
A A
DO NOT SCALE FROM THIS DRAWING
24
22
20 PVI STA:0+141.11
PVI ELEV:9.27
18 PVI STA:0+017.37 Rv:6200.000
PVI ELEV:6.79 LVC:161.25
16 Rv:500.000
BVCE: 7.65
EVCE: 8.78
BVCS: 0+060.49
EVCS: 0+221.74
B LVC:22.51 B
14
BVCE: 7.07
EVCE: 7.02
BVCS: 0+006.12
EVCS: 0+028.63
12
10
-0.60%
8 -2.50 2.00%
%
6
C C
4
2
0
-2
6.601
7.581
6.494
8.652
7.225
7.225
7.092
5.987
5.705
8.060
5.904
8.449
8.740
7.120
8.764
7.745
8.934
8.256
8.877
8.558
8.759
8.658
8.586
8.564
D D
0+000 0+025 0+050 0+075 0+100 0+125 0+150 0+175 0+200 0+225 0+250 0+275 0+300
Superelevation
E E
Horizontal
L=5.75
L=214.97 L=70.94
Geometry R=500.00
REVISJON / REVISIONS PROJEKT / PROJECT LEPINGU NR 1.19/EE-EE-1 TELLIJA / CLIENT PROJEKTEERIJA/CONSULTANT KUUPÄEV / DATE MÕÕTKAVA / SCALE PABERI SUURUS / JOONISE PEALKIRI / DRAWING TITLE
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SUB-CONTRACTOR K. Chavdoulas 28/07/2020
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Reg.No.
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LEHE NIMETUS / SHEET NAME: 001
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Saatja: Margus Viiklepp <
[email protected]>
Saadetud: 03.08.2020 11:37
Adressaat: Liivika Sarapu <
[email protected]>
Teema: FW: Tehniliste tingimuste taotlus tugimaantee nr 59 Pärnu-Tori
Manused: image001.jpg; Road 59 in PS1 Report_all.pdf
Tere
Saadan kirja registreerimiseks.
Tervitustega
Margus
From: Janis Erilaid [mailto:
[email protected]]
Sent: Friday, July 31, 2020 3:04 PM
To: Margus Viiklepp <
[email protected]>
Subject: Tehniliste tingimuste taotlus tugimaantee nr 59 Pärnu-Tori
Tere!
Margus, ma ei tea, kuidas me nüüd maanteega nr 59 teeme? Kõnealune lõik on hetkel Pärnu linna
omandis aga nagu ma aru sain siis tulevikus võtab Maanteeamet selle enda hallata! Kas Te vaatate siis
selle taotluse ka läbi või saadan selle ainult Pärnu linnale?
Palun väljastada projekteerimistingimused Rail Baltica raudtee ristumisele tugimaanteega nr 59 Pärnu-
Tori. Ristumise ulatus on 0,0 km-0,3 km ja raudtee läheb üle maantee.
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