Geometric Design and General Features Sample Clauses

Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The design speed shall be the minimum design speed of 100 km per hr for plain/ rolling terrain except given below locations where minimum design speed of 80 km per hr. (iii) Improvement of the existing road geometrics In the following sections, where improvement of the existing road geometrics to the prescribed standards is not possible, the existing road geometrics shall be improved to the extent possible within the given right of way and proper road signs and safety measures shall be provided: (iv) Right of Way Details of the Right of Way are given in Xxxxx XX of Schedule-A. (v) Type of shoulders In built-up sections, footpaths/fully paved shoulders shall be provided in the following stretches: In open country, paved shoulders of 2.5 m width shall be provided for main highway and balance 1.50m width earthen shoulders shall be covered with 150 mm thick compacted layer of granular material for main highway, slip road, loops and ramps. Design and specifications of paved shoulders and granular material shall conform to the requirements specified in the relevant Manual. (vi) Lateral and vertical clearances at underpasses Lateral and vertical clearances at underpasses and provision of guard rails/crash barriers shall be as per the provision of relevant Manual. Lateral clearance: The width of the opening at the underpasses shall be as follows:
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Geometric Design and General Features. (i) General (ii) Design speed (iii) Improvement of the existing road geometrics Sl. No. Stretch (from km to km) Type of deficiency Remarks (iv) Right of Way
Sample 1
Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The Ruling design speed shall be 80 km/hr for Plain/ Rolling terrain as per Manual. At following locations, speed shall be below 80 km/hr. This Deviation has also been specified in Schedule-D (1) (2) (3) (4) (5) (6) (7) 1 4.115 4.258 200.000m 65 40.9648 (d) Speed & Xxxxxx 2 7.100 7.269 200.000m 50 48.4000 (d) Speed & Xxxxxx 3 9.068 9.276 200.000m 35 59.7597 (d) Speed & Xxxxxx 4 9.566 9.700 200.000m 35 38.5747 (d) Speed & Xxxxxx 5 9.876 10.137 200.000m 35 74.7792 (d) Speed & Xxxxxx 6 12.227 12.437 200.000m 65 60.2614 (d) Speed & Xxxxxx 7 13.530 13.630 200.000m 65 28.6456 (d) Speed & Xxxxxx 8 16.428 16.468 500.000m 70 4.5399 (d) Speed 9 19.196 19.290 200.000m 50 26.9593 (d) Speed & Xxxxxx 10 19.426 19.469 200.000m 50 12.2408 (d) Speed & Xxxxxx 11 19.557 19.610 200.000m 50 14.9166 (d) Speed & Xxxxxx 12 20.049 20.209 200.000m 35 45.7089 (d) Speed & Xxxxxx 13 20.255 20.440 200.000m 35 53.2485 (d) Speed & Xxxxxx (iii) Improvement of the existing road geometrics In the following sections, where improvement of the existing road geometrics to the prescribed standards is not possible, the existing road geometrics shall be improved to the extent possible, within the given right of way; and proper road signs and safety measures shall be provided. This Deviation has also been specified in Schedule-D.
Sample 1
Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The design speed shall be the minimum design speed of 100 km per hr for plain/ rolling terrain except given below locations where minimum design speed of 80 km per hr. Sl. No. Design Chainage (Km) (Centre Chainage of Curve) Radius of Curvature in m Remarks
Sample 1
Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The design speed shall be the minimum design speed of 80 km per hr for plain/ rolling terrain in four lane section. (iii) Improvement of the existing road geometrics In the following sections, where improvement of the existing road geometrics to the prescribed standards is not possible, the existing road geometrics shall be improved to the extent possible within the given right of way and proper road signs and safety measures shall be provided: (iv) Right of Way Details of the Right of Way are given in Xxxxx XX of Schedule-A. (v) Type of shoulders In built-up sections, footpaths/fully paved shoulders shall be provided in the following stretches: 1 254+621 to 257+300 Yes TCS-3 Design and specifications of paved shoulders and granular material shall conform to the requirements specified in the relevant Manual. (vi) Lateral and vertical clearances at underpasses
Sample 1

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