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Alignment of Outer Ring Road: Navaikulam to Vizhinjam with Link to Mangalapuram

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Alignment of Outer Ring Road: Navaikulam to Vizhinjam with Link to Mangalapuram Outer Ring Road for Thiruvananthapuram Alignment of Outer Ring Road: Navaikulam to Vizhinjam with link to Mangalapuram Typical Cross section for Outer Ring Road: Outer Ring Road for Capital City of Thiruvananthapuram Revised Initial Screening Report Synopsis of Revised Initial Screening Report PS-1 General Government of Kerala in 2002-03 approved a set of projects under Capital Region Development Project (CRDP) for the planned development of the Capital City. These projects are under various stages of implementation such as “Trivandrum City Road Improvement Project” comprising development, operation and maintenance of approx. 42 kms of important city roads. The Government has now decided to take up additional projects as Phase-II to supplement the above with the objective of sustainable improvement of urban environment of the Capital Region and to take care of the future development of the Capital City. Government of Kerala (GoK) through the Phase-II of Capital Region Development Project (CRDP) has taken up city-region infrastructure projects such as: Improvement of existing roads, Construction of ring roads and link roads; Preparation of parking policy and building parking places; Cleaning of waterways and water bodies; Environmental improvement of Markets, Shopping Streets and Parks; Greening the city by planting 1 lakh trees in 5 years; Improvement of connectivity (Broadband, Wi-Fi, etc.); Revitalization of Heritage commission, highlighting of Landmarks and distribution of Music and Art Circuit; Development of alternate source of energy, provide UG cabling and ring main, etc. Providing drinking water facility (100%) for all 100% coverage of sewerage system The High Power Committee under the Chairmanship of Hon’ble Chief Minister has decided to take up four priority projects, these are: Improvement of existing roads, construction of ring roads and link roads Preparation of parking policy and building parking places Environmental improvement of markets, shopping streets and parks Greening the city by planting 1 lakh trees in 5 years M/s. IL&FS Township & Urban Assets Limited., have been retained by CRDP-II as Transaction Advisors for the establishment of the technical, economical, and financial viability of the Outer Ring Road (ORR) Project of Thiruvananthapuram City and develop the periphery into a Outer Area Growth Corridor (OAGC). PS-2 Objective of the Study The main objective of the Study is to establish the technical, economical, and financial viability of the project and prepare detailed feasibility project reports for the Outer Ring Road (ORR) Project of Thiruvananthapuram City and develop the periphery into an Outer Area Growth Corridor (OAGC). Page 1 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Revised Initial Screening Report At this Stage, the initial screening report for the entire stretch from Paripally (near Navaikulam) to Vizhinjam along with a spur/link to Mangalapuram has been prepared. The limitation of the initial screening report are as follows: 1. Horizontal alignment is fixed based on the Digital Elevation Model and Contour Map (1 meter level interval) as generated from processed aerial LiDAR data acquired through primary survey. 2. Traffic data is from secondary sources. Primary Traffic Survey will be carried out in the next few weeks and results of the same shall be reported in the draft Detailed Project Feasibility Report. Detailed Feasibility Project Report (DFPR) Study for Outer Ring Road (Navaikulam to Vizhinjam along with a spur/link to Mangalapuram) shall be completed based on the comments on this report from various departments. PS-3 Outer Area Growth Corridor Appreciation Outer Area Growth Corridor project is perceived as “A new township built alongside Outer Ring Road (ORR) similar to Special Economic Zone with proper Master Development Plan & special Development Regulations to attract Investments and Talents, has been taken up to achieve the following objectives: a) Accelerated, systematic and environmentally responsible development of peripheral areas to improve the quality of life of residents in the outer areas of capital region b) Offer direct connectivity and shorter commuting time from outer area and adjoining districts to the major economic hub of capital region-Vizhinjam Port and thus help decongest the core city area by reducing transit traffic. c) Provide adequate support infrastructure to spur ancillary economic activities to the major economic hubs at Vizhinjam (southern side of city) and Technopark-Technocity complex (northern side of city). PS-4 Project Location The ORR project is green-field project on the Outer Area of Thiruvananthapuram City on the eastern side for a length of about 78.880 Kms. The location plan of the project road section is given in Plate PS.1. Page 2 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report Plate PS.1 Proposed Alignment of Outer Ring Road Page 3 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report PS-5 Alignment Details of ORR (i) The ORR is initially being designed as a 4-lane carriageway with 6-lane structures (expandable upto 6-lanes as per traffic warranty in future) freeway with controlled access through 10 meter service roads on both sides connecting the main carriageway with all leading radial and arterial roads of Thiruvananthapuram city and the other major district roads/other district roads in the outer areas of the capital region. (ii) The ORR starts from National Highway no. NH66 (old NH 47) near Paripally (from Navaikulam) and end point is Vizhinjam Bypass/NH66 (direct connectivity to Vizhinjam Port) with a link between Thekadda to Mangalapuram. (iii) The length of the ORR is about 78.880 Kilometers, i.e Trunk alignment from Navaikulam to Vizhinjam: 65.630 Kilometers and Link alignment from Thekadda to Mangalapuram is 13.250 Kilometers. (iv) The right of way (RoW) for the ORR is 70 meters. RoW area of about 600 hectares shall be acquired for the ORR. (v) The land use along the stretch is of mixed in nature with agricultural, residential, cultural and commercial. (vi) Major built ups along the project road is limited to locations where proposed highway crosses the existing roads. 14 nos. of PUPs, 36 nos. of LVUs, 21 nos. of VUPs, 7 nos. of Flyovers are proposed for the main trunk of ORR. Similarly, 2 nos. of PUPs, 10 nos. of LVUs, 4 nos. of VUPs, 2 nos. of Flyovers are proposed for the Mangalapuram link. (vii) The proposed ORR alignment crosses an existing railway line near Balaramapuram. (viii) The details of the rivers/streams and ponds are presented in Table PS-1. Table PS-1: Summary of the Rivers/Ponds along the Project Road Sl. No Chainage Type of Water Body 1 1+200 Pond 2 3+100 Pond 3 10+600 Pond 4 11+800 Pond 5 13+700 Upper Chittar River 6 15+500 Pond 7 22+172 Vamanapuram River 8 37+840 Killi River 9 40+020 Karamana River 10 46+200 Pond 11 46+300 Pond 12 48+550 Pond 13 50+080 Annapad Stream 14 56+900 Vettukallu Pond 15 62+300 Pond 16 63+350 Pond Page 4 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report ES-6 Traffic Forecast on the ORR Traffic data for the proposed ORR has been extracted from relevant traffic data from Detailed Project Report for 4 laning of Chertala – Thiruvananthapuram of NH 47 (New NH- 66) (from Km 379/100 to Km 551/900) [Package-III] under NHDP Phase III in the State of Kerala and is shown on Table PS-2. Table PS-2: Traffic Data on NH47 (new NH66) Motorized Motorized - Wheeler Wheeler - - Station No. Station (Km) Chainage of Location Survey Car 3 2 Mini Bus & Bus 3 Axle & 2 Axle Trucks Tractor LGV & Tractor & MAV with Trailer Non Vehicle PCU Factors 1.0 1.0 0.5 1.5, 3 3.0 1.5 4.5 2.0 (PCU) ADT Average Daily Traffic (ADT) VC7 535 Palammoodu 15674 1739 14746 1970 983 886 104 11 33722 Annual Average Daily Traffic (ADT) VC7 535 Palammoodu 15382 1757 14860 1990 993 895 105 11 36607 Commercial Traffic Homogeneous Sections on NH47 (new NH66) – Base Year Homogeneous LCV & Bus 2 Axle 3 Axle MAV Total Sections Mini Bus Trucks Trucks HS-7 1389 1495 776 217 105 3982 Mode-wise Traffic Growth Rates: 20 Year Horizon Year Car 2- 3- Bus & LCV Trucks MAV Wheeler Wheeler Mini Bus 2017-22 10.80% 7.96% 6.54% 5.90% 4.60% 4.00% 4.00% 2023-27 6.91% 5.09% 4.18% 3.80% 3.00% 2.60% 2.60% 2028-32 5.87% 4.32% 3.55% 3.20% 2.50% 2.20% 2.20% 2032 – 2041 5.10% 3.75% 3.08% 2.80% 2.20% 1.90% 1.90% The ORR is designed to handle about 65,000 PCUs per day and can be widened in future to operate traffic volume of 97,500 PCUs per day. ES-7 Design Standards for ORR The design standards and loading to be considered are generally based on the requirements laid down in the latest editions of IRC and IS codes of practices & standards specifications, and guidelines of Ministry of Road Transport & Highways. Additional technical references would be used wherever the provisions of IRC/IS codes are found inadequate ES-8 Development Proposals for ORR ES-8.1Typical Cross Sections: Different typical cross sections have been developed for the ORR (four laning) with service roads following the guidelines of 4-laning manual suiting the site conditions and these are presented below in Plate PS-2 & PS-3 Page 5 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report Plate PS-2: Typical Cross Sections (Type A, Type B and Type C) Page 6 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report Plate PS-3: Typical Cross Sections (Type D, Type E and Type F) Page 7 of 35 Outer Ring Road for Capital City of Thiruvananthapuram Initial Screening Report ES-8.2Pavement Design: Flexible pavement design is carried out according to guidelines provided IRC 37-2012.
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