Saatja: Margus Viiklepp <
[email protected]>
Saadetud: 28.07.2020 08:29
Adressaat: Liivika Sarapu <
[email protected]>
Teema: FW: Tehniliste tingimuste taotlus kõrvalmaantee Jänesselja-Urge nr. 19214
Manused: image001.jpg; Road 19214 in PS1.pdf
Tere
Saadan registreerimiseks.
Margus
From: Janis Erilaid [mailto:
[email protected]]
Sent: Tuesday, July 21, 2020 3:57 PM
To: Margus Viiklepp <
[email protected]>
Subject: Tehniliste tingimuste taotlus kõrvalmaantee Jänesselja-Urge nr. 19214
Tere!
Palun väljastada projekteerimistingimused Rail Baltica raudtee ristumisele kõrvalmaanteega nr 19214
Jänesselja-Urge. Ristumise ulatus on 6,9 km-8,1 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 I
Public Road 19214 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 19214 Design
[Design Phase-Submission]
Document Submittal History:
Rev.: Date: Doc Status: Prepared Checked Approved Accepted
001 22/07/2020 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 .................................................................................................. 8
4.1 Railway alignment at the crossing ................................................................................... 8
4.2 Road restoration proposal ............................................................................................... 8
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 Public Road
19214 Jänesselja-Urge tee 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
19214 Jänesselja-Urge tee, 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 the
graveled service road under the overpass to be neglected, in order to reduce the length of the
overpass and to build the bridge abutments without a retaining wall (comment no 120).
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 first interim report
has been submitted with 2 proposed alternative options for the horizontal alignment: Option 1
based on CPTD and Option 2 designer’s proposal. There is also an Option 0 according to PTD.
The vertical design is on progress. At the area of the crossing, both Options 1 and 2 have the
same horizontal and vertical alignment. 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 road 19214 has been 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.
3.4.2 Basic parameters
Attending to PTD document, road 14219 is not classified. Based on the traffic volumes and the
characteristics of the existing road, the road is considered as class V. A design speed of 60
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 7 to 8 meters (on the structure area), that sums up
to a maximum width of 11,4m with the considered shoulders. Attending to PTD document, road
pavement is foreseen 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). A safety barrier of level H2 of
Containment is considered 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.
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-3 2015 2025 2035 2045
19214 Jänesselja-Urge ~km 7,5 (12+847) 710 827 888 895
7
Design and design supervision services for the construction of the
new line Pärnu – Estonian/Latvia border
4 Alignment description
4.1 Railway alignment at the crossing
The railway is crossing the road at km PS1/22+647. The alignment of the railway has a
horizontal curve with radius 7000 m and cant 30 mm. The ToR is at 15,84m and the slope is -
0,25% (direction North to South).
According to RBDG-DWG-072, the minimum horizontal clearance is 12,20m in total, 3,85m
from each track axis. The minimum vertical clearance is 6,62m from the ToR. Additional
clearance has been calculated depending on the skew angle and cant.
4.2 Road restoration proposal
The road alignment is defined similar to the 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 200 m in the west section of the road, with
transition curves of 40 m.
o Two curves in east section of the road: One curve with a radius of 700 m and
transition curves of 15 m and another curve with a radius of 350 m and transition
curves of 25 m.
- The vertical alignment has been slightly modified:
o The radius of the concave curves on either site of the structure has been
increased in order to increase the length of the curves.
o The radius of the convex curve on the structure area has been decreased to
4000m.
o The maximum gradient is 5,0% and the minimum gradient is 0,25% (current
gradient at points of connection).
It has been verified that a stopping distance of 80 m is met (recommended for 60 km/h in flat
profile that has been adjusted in every point of gradient).
The solution provides an overpass with a 95-degree angle with the railway alignment.
8
1 2 3 4 5 6 7 8
Priority Section I km PS1/0+000
A A
DO NOT SCALE FROM THIS DRAWING
Tootsi
N
Station
Priority Section I
B (36.64km) B
Km DS04/15+000
Priority Section I km PS1/36+640
Priority Section II km PS2/0+000
C C
Kilksama
Design Section 04 (30.84km) Station
Jänesselja-Urge road 19214
OR-2220 km DPS1/22+647 with
overpass structure BR-2220
Design Section 03 km DS03/20+500
Pärnu
Design Section 04 km DS04/0+000
Freight Pärnu International
D Station Station D
Km DS02/29+860
Design Section 02 km DS02/31+000
Design Section 03 km DS03/0+000
E Design Section 03 (20.50km) E
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Curvature
Xxxxxxx
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1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A A
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B B
C C
Vertical Geometry
Xxxxxxx Xxxxxxxx
Design Elevations
D Xxxxxxx Xxxxxxxx D
Terrain Elevations
Xxxxxxx Xxxxxxxx
Stations
Xxxxxxx
E E
Curvature
Xxxxxxx
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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