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SNiP 2-07-01-89: Urban and Rural Planning and Development by NATIONAL CODES & STANDARDS OF RUSSIA (SNIP)

24 February 2017 adminUrban

By NATIONAL CODES & STANDARDS OF RUSSIA (SNIP)

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Additional info for SNiP 2-07-01-89: Urban and Rural Planning and Development

Example text

01-89. 11. The distances between household outstandings (sheds, garages, saunas) located outside the territories of cottage land lots are not standardized in case the developed area occupied by blocked household outstandings does not exceed 800 m2. The distances between groups of blocked household outstandings are adopted as in Table 1*. 2*. In the course of designing drives and pedestrian crossings, it is necessary to provide for the possibility for fire engines to drive up to residential and public buildings, including those with built-on and built-in rooms, and for access of firemen from car ladders or lifts to any flat or room.

8. Aerial power lines with the voltage of 110kV and above should be located outside the territory intended for building. ru – adaptation of design and cost estimate documentation. Our contact phones: +7(495) 225-57-10; +7(495) 975-58-02; +7(495)262-76-84 Electricity networks with the voltage of 110kV and above within the territory of first-rate and largerate cities intended for building should be laid towards step-down substations by means of cable lines. Power lines included into the general energy systems cannot be located within the territory of industrial zones (districts), as well as industrial zones of agricultural enterprises.

5. 5 m. 3. 5 m in case two and more gas pipelines are placed within one trench. 4. Table 15 sets out distances to steel gas pipelines. 04:08-87. ru – adaptation of design and cost estimate documentation. 23*. The horizontal (clear) distance from the closest utility networks to buildings and structures should be adopted in accordance with Table 14*. 5 m. 4 m, the distances set out in Table 15 should be increased with regard to the trench slope grades, however by not less than the trench depth to the embankment foot and the excavation edge.

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