Technological map for laying underground networks. Technological map for laying underground utilities in trenches with fasteners. Requirements for quality and acceptance of works

	Public corporation Design and technological institute of industrial construction OJSC PKTIpromstroy
		APPROVE
		General Director, Ph.D. S.Yu. Edlicka "___" ______________ 2007

ROUTING
WATER PIPE INLET DEVICE
IN BUILDINGS AND FACILITIES

7390 TK

First Deputy General
director - Chief Engineer

____________________ A.V. Kolobov

Head of Department

____________________ B.I. Bychkovsky

2007

The technological map for the installation of water supply inlets into buildings and structures contains solutions for the organization and production of construction work in order to apply rational technological processes, ensuring their quality, safety and labor protection when connecting objects to main water supply systems, from the side of the carriageway of streets and highways, as well as pedestrian zones in the conditions of the existing development.

The technological map shows:

Common data;

Organization and technology construction industry;

Requirements for the quality and acceptance of works;

Requirements for safety and labor protection, environmental and fire safety;

The need for material and technical resources;

Technical and economic indicators.

The technological map is intended for foremen, foremen and foremen involved in the construction of water supply networks, technical supervision of the customer, as well as engineering and technical workers of construction and design and technological organizations.

The technological map was first developed by employees of the laboratory for improving the organization and technology of construction (department 41) of OJSC PKTIpromstroy in 2000.

This technological map was corrected in March 2007 by employees of department 41 of JSC PKTIpromstroy B.I. Bychkovsky and O.A. Savina.

1 General data

1.1 The technological map for the device of water supply inlets is intended for use in the course of construction work when connecting the water supply network to buildings and structures located along roads and highways, as well as pedestrian zones in the conditions of the existing development.

1.2 The map provides for the presence of loamy soil, engineering networks and communications in the work area, and the absence of groundwater, which affects the choice of work methods.

As an example, the laying of a water supply line from an existing well, located on the roadway 2 m from the edge of the sidewalk, to the building according to the figure is taken.

1.3 The scope of work considered by the map includes:

Dismantling and restoration of the road surface;

Development and backfilling of soil;

Suspension of engineering networks and communications;

Piping installation and connection.

1.4 Linking the technological map to the projected object, taking into account local conditions, consists in adjusting the parameters in connection with the construction group of soils, the depth and width of the trench, as well as the bill of quantities, costing, work schedule.

When linking the map to facilities under construction in Moscow, you must additionally take into account:

* - dimensions are specified locally.

Figure 1 - Approximate scheme for the input of a water supply system.

Agreed in regional administration GU traffic police organization project traffic(developed as part of the POS);

Coordination of organizations - owners of engineering networks and communications that fall into the excavation zone;

Agreed in accordance with the established procedure stroygenplan.

2 Organization and technology of the construction process

2.1 Prior to the commencement of work on the water supply inlet device, the following preparatory work must be performed:

Install signal lighting;

Protect the work site;

Install utility rooms (if necessary);

Prepare mechanisms, tools, equipment, inventory;

Determine the location of underground utilities (ISS cables, water supply, sewerage, telephone networks, etc.) and fix them on the ground with appropriate signs or inscriptions;

Make a breakdown of the axes of the trench;

Organize the movement of vehicles and pedestrians.

2.2 Work on the construction of the water supply input is carried out in the following sequence:

Opening of the asphalt concrete pavement of the sidewalk and the road at a distance of 2 m from the edge of the sidewalk;

Manual excavation of soil within underground utilities to the depth of their laying (approximately 0.8 - 1.5 m from the surface);

Suspension of underground utilities to a pipe thrown over a trench;

Further layer-by-layer development of soil up to the design mark;

Preparing the bed for the pipeline;

Pipeline laying;

Backfilling device with layer-by-layer soil compaction and execution of an act for hidden work;

Restoration of asphalt concrete pavement of the road and sidewalk;

Disassembly of signal lighting and fencing of the work site.

Figure 2 - Overall dimensions of the pit.

2.3 The opening of the asphalt concrete pavement of the sidewalk and part of the carriageway is carried out using compressors and jackhammers in the dimensions marked in the figure. The thickness of the asphalt concrete layer on the carriageway and sidewalk is assumed to be 300 mm. The dismantled asphalt pavement (chip) must be taken out during the working day.

2.4 Excavation within 2 m from the side surface of communications in accordance with clause 3.22 of SNiP 3.02.01-87 "Earth structures, bases and foundations" is carried out only manually. The developed soil is loaded into boxes and rises to the top with loading into dump trucks and transported to the designated places. In the process of excavation, when underground utilities are opened, they are protected with a wooden box and suspended from pipes thrown over the trench.

Particular care should be taken when opening the ISS cables and other communications and backfilling them.

2.5 The minimum width of trenches should be taken in accordance with the data set out in the table.

Table 1 - Required minimum trench width for laying water pipes.

	Trench width, m, excluding fasteners for butt joints
		bell-shaped	coupling, flange, seam for all pipes and socket for ceramic pipes
Whips or separate sections with the outer diameter of pipes, D, m:	D + 0.3, but not less
Up to 0.7 inclusive
Over 0.7
Separate pipes with an outer diameter of pipes D, m, inclusive:
0.5 to 1.6
1.6 to 3.5
Note- When laying several pipelines in parallel in one trench, the distances from the outermost pipes to the walls of the trenches are determined by the requirements of this table, and the distances between the pipes are established by the project.

2.6 The development of trenches with slopes without fastenings in bulk, sandy and silty-clay soils above the groundwater level (taking into account capillary rise) or in soils drained by artificial dewatering is allowed with the excavation depth and the steepness of the slopes according to the table.

Table 2 - Data for determining the steepness of slopes of trenches (SNiP 12-04-2002)

	Slope steepness at excavation depth, m, not more than
Bulk loose
Sandy
Loam
Loess
Notes: 1 When layered various kinds soil, the steepness of the slopes should be assigned according to the least stable type from the collapse of the slope. 2 Uncompacted bulk soils include soils with a backfilling prescription of up to two years for sandy ones; up to five years - for silty clay soils.

2.7 Digging trenches with vertical walls without fastenings in sandy, dusty-argillaceous and thawed soils above the groundwater level and in the absence of underground structures near, if necessary, the presence of workers in them is allowed to a depth of not more than, m:

1.0 - in loose bulk and natural sandy soils;

1.25 - in sandy loam;

1.50 - in loams and clays.

When the average daily air temperature is below minus 2 °C, the maximum height of the vertical walls of recesses in frozen soils, except for loosely frozen soils, may be increased compared to the established SNiP 12-04-2002 by the depth of soil freezing, but not more than 2 m.

2.8 When using soil as a stop, the supporting wall of the excavation must be with an undisturbed soil structure.

2.9 When performing work in the immediate vicinity and below the sole of the foundations of existing buildings and structures, it is necessary to comply with technical solutions to ensure their safety, which should be provided for by the working design.

2.10 Laying of water pipes should be carried out in accordance with the project for the production of works and technological maps after checking and accepting the trench.

Pipe laying, depending on the availability and number of engineering networks and their laying marks, is carried out in sections or separate pipes, leading them under communications from one side or the other. For welding and sealing of joints of pipelines of all diameters, pits of the following dimensions should be installed: length 1.0 m; width D + 1.2 m, where D is the outer diameter of the pipeline at the joint in m; depth 0.7 m.

2.11 When laying inlet pipelines consisting of two or more pipes, the connected ends of adjacent pipes must be centered so that the width of the socket gap is the same around the circumference.

Welding methods, types, structural elements and dimensions of welded joints of steel pipelines must comply with the requirements of GOST 16037-80 *.

Before assembling and welding pipes, they should be cleaned of dirt, check the geometric dimensions of the groove, clean the edges and the inner and outer surfaces of the pipes adjacent to them to a width of at least 10 mm to a metallic sheen.

To seal (seal) the butt joints of pipelines, sealing and “locking” materials, as well as sealants according to the project, should be used.

Protection of steel pipelines from corrosion should be carried out in accordance with the design and requirements of SNiP 3.04.03-85 and SNiP 2.03.11-85.

2.12 Upon completion of welding work, the outer insulation of pipes in the places of welded joints must be restored in accordance with the project.

2.13 Transverse welded joints should be located at a distance of not less than:

0.2 m from the edge of the pipeline support structure;

0.3 m from the outer and inner surfaces of the chamber or the surface of the enclosing structure through which the pipeline passes, as well as from the edge of the case.

The distance between the circumferential weld of the pipeline and the weld of the welded pipes must be at least 100 mm.

2.14 Welders are allowed to weld joints of steel pipelines if they have documents for the right to perform welding work in accordance with the Rules for the certification of welders approved by the Gosgortekhnadzor of Russia.

Each welder must have a brand assigned to him. The welder is obliged to knock out or build up a brand at a distance of 30 - 50 mm from the joint from the side accessible for inspection.

2.15 Welding and tack welding of pipe butt joints is allowed at outdoor air temperatures down to minus 50 °С. In this case, welding work without heating the welded joints is allowed to be performed:

At an outside temperature of up to minus 20 ° C - when using carbon steel pipes with a carbon content of not more than 0.24% (regardless of the pipe wall thickness), as well as low-alloy steel pipes with a wall thickness of not more than 10 mm;

At an outside temperature of up to minus 10 ° C - when using pipes made of carbon steel with a carbon content of more than 0.24%, as well as pipes made of low-alloy steel with a wall thickness of more than 10 mm.

When the outside air temperature is below the above limits, welding work must be carried out with heating in special cabins, in which the air temperature should be maintained not lower than the above, or heating should be carried out on outdoors ends of welded pipes for a length of at least 200 mm to a temperature of at least 200 °C.

After welding is completed, it is necessary to ensure a gradual decrease in the temperature of the joints and the adjacent zones of the pipes by covering them after welding with an asbestos towel or in another way.

2.16 When performing work on laying water supply inlets, you should follow the rules for the production and acceptance of work in accordance with SNiP 12-01-2004, SNiP 3.01.03-84, SNiP 3.02.01-87, SNiP 3.03.01-87, SNiP 3.05.04-85 *, "Rules for the preparation and production of earthworks, arrangement and maintenance of construction sites in Moscow."

3 Quality and acceptance requirements

3.1 Production quality control of work on the installation of water supply inlets into buildings and structures from the side of the carriageway of streets and highways includes incoming control of working documentation and materials and structures used, operational control of technological processes and assessment of compliance of the work performed with the project and the requirements of regulatory documentation with the issuance of an act of hidden work and acceptance certificate.

3.3 During the input control, the compliance with the project of the dimensions of the trench, the fastening of the walls, the bottom marks and, in the case of above-ground laying, of the supporting structures, are checked. The results of the checks should be recorded in the work log.

Before installation, pipes and fittings, fittings and finished units must be inspected and cleaned from inside and outside from dirt, snow, ice, oils and foreign objects.

Sections of pipes with dents greater than 3.5% of the pipe diameter or with tears must be removed. The ends of pipes with nicks or chamfers with a depth of more than 5 mm must be trimmed.

3.4 When quality control of welded joints of steel pipelines should be performed:

Operational control during assembly and welding of the pipeline in accordance with the requirements of SNiP 12-01-2004;

Checking the continuity of welded joints with the identification of internal defects by one of the non-destructive (physical) control methods - radiographic (X-ray or gammagraphic) according to GOST 7512-82 * or ultrasonic according to GOST 14782-86.

The use of the ultrasonic method is allowed only in combination with the radiographic method, which must be used to check at least 10% of the total number of joints to be controlled.

3.5 During operational quality control of welded joints of steel pipelines, compliance with standards should be checked structural elements and dimensions of welded joints, welding method, quality of welding materials, edge preparation, gap size, number of tacks, as well as serviceability of welding equipment.

3.6 All welded joints are subject to external inspection. On pipelines, welded joints welded without a backing ring are subjected to external inspection and measurement of dimensions outside and inside the pipe, in other cases - only outside. Before inspection, the weld and adjacent surfaces of pipes to a width of at least 20 mm (on both sides of the weld) must be cleaned of slag, splashes of molten metal, scale and other contaminants.

Quality weld according to the results of an external examination, it is considered satisfactory if it is not found:

Cracks in the seam and adjacent area;

Deviations from the allowable dimensions and shape of the seam;

Undercuts, sinkings between the rollers, sagging, burns, unwelded craters and pores emerging on the surface, lack of penetration or sagging at the root of the seam (when examining the joint from inside the pipe);

Displacement of the edges of pipes exceeding the allowable dimensions.

3.8 Welded joints for control by physical methods are selected in the presence of a representative of the customer, who records in the log of the production of works information about the joints selected for control (location, welder's brand, etc.).

3.9 Welds should be rejected if cracks, unwelded craters, burns, fistulas, as well as lack of penetration at the root of the weld made on the backing ring are found during physical inspection.

When checking welds by radiographic method, the following are considered acceptable defects:

Pores and inclusions, the dimensions of which do not exceed the maximum allowable in accordance with GOST 23055-78 for the 7th class of welded joints;

Lack of penetration, concavity and excess penetration at the root of the weld, made by electric arc welding without a backing ring, the height (depth) of which does not exceed 10% of the nominal wall thickness, and the total length is 1/3 of the inner perimeter of the joint.

3.10 If unacceptable defects in welds are detected by physical methods of control, these defects should be eliminated and the quality control should be repeated for a double number of welds compared to that specified in paragraph. If unacceptable defects are detected during the re-inspection, all joints made by this welder should be checked.

3.11 Weld sections with unacceptable defects are subject to correction by local sampling and subsequent welding (as a rule, without overwelding the entire welded joint), if the total length of the samples after removing the defective sections does not exceed the total length specified in GOST 23055-78 for the 7th class .

Correction of defects in the joints should be done by arc welding.

Undercuts should be corrected by surfacing thread rollers with a height of not more than 2 - 3 mm. Cracks less than 50 mm long are drilled at the ends, cut down, carefully cleaned and welded in several layers.

3.12 The results of checking the quality of welded joints of steel pipelines by physical control methods should be documented in an act (protocol).

3.13 Limit deviations and methods of control during the construction of water supply inlets by type of work are given in the table.

Table 3 - Quality control parameters for the construction of water supply inlets.

	Limit deviations	Control (method and scope)
Monitoring the condition of slopes and the bottom of trenches	Concentrated filtration, removal of soil and slopes are not allowed	visual observations. Daily
Precipitation control of buildings and structures	Precipitation should not exceed the values ​​established by SNiP 2.02.01-83*	Leveling by grades installed on a building or structure
Deviations of the bottom marks of planning cuts		Measuring, with the number of measurements on the leased area at least 20 in the highest places, established by visual inspection
a) shortfalls
b) busts
Deviations from the design longitudinal slope of the bottom of trenches for free-flow pipelines, drainage ditches and other excavations with slopes	Must not exceed ±0.0005	Measuring, in places of turns, junctions, location of wells, etc., but not less than 50 m
Maximum deviations from the design position:	Must not exceed	Measuring
Axes of pressure pipelines,
Tray marks of non-pressure pipelines,
Top marks of pressure pipelines

3.14 The gap between the pipeline and the prefabricated part of concrete or brick stops must be tightly filled with concrete mixture or cement mortar.

3.15 When installing water supply inlets, they are subject to acceptance with the drawing up of certificates of examination of hidden work in the form given in SNiP 12-01-2004, next steps and elements of concealed work: preparation of the base for pipelines, arrangement of stops, the size of the gaps and the implementation of seals for butt joints, the installation of wells and chambers, anti-corrosion protection of pipelines, sealing of passageways.

4 Requirements for safety and labor protection, environmental and fire safety

4.1 Notify interested parties about the start of work on the water supply inlet device, and carry out work under the supervision and technical supervision of representatives of interested organizations (State Energy Enterprises, district sewer network, cable management, etc.)

4.2 Prior to the start of earthworks at the locations of existing underground utilities, measures for safe working conditions must be developed and agreed with the organizations operating these communications, and the location of underground utilities on the ground is indicated by appropriate signs or inscriptions.

4.3 Excavation work in the zone of existing underground utilities should be carried out under the direct supervision of a foreman or foreman, and in the security zone of live cables or an existing gas pipeline, in addition, under the supervision of workers in the electric or gas sector.

4.4 If explosive materials are found, earthworks in these areas should be immediately stopped until permission is received from the relevant authorities.

4.5 Before starting earthworks in areas with possible pathogenic contamination of the soil, it is necessary to obtain permission from the State Sanitary Inspection.

4.6 Pit pits and trenches being developed on streets, driveways, in yards settlements, as well as places where there is movement of people or vehicles, must be protected by a protective fence, taking into account the requirements of GOST 23407-78.

It is necessary to install warning inscriptions and signs on the fence, and at night - signal lighting.

4.7 Places for people to pass through the trench should be equipped with walkways illuminated in dark time days. An example of the organization of traffic and the place where people pass through the trench at the site of the construction of the water supply system is shown in the figure.

4.8 When laying pipes for entering the water supply system with access to the carriageway of the street, ensure the safety of the structures of the contact network.

4.9 Before allowing workers into pits or trenches with a depth of more than 1.3 m, the stability of slopes or wall fastenings must be checked. In cases where it is necessary to perform work related to electrical heating of the soil, the requirements of SNiP 12-03-2001 must be observed. The heated area should be fenced off, installing warning signals on it, and lighting at night. The distance between the fence and the contour of the heated area must be at least 3 m.

4.10 People are not allowed to stay in areas of the heated area under voltage.

4.11 When extracting soil from excavations using buckets, it is necessary to arrange protective canopies-peaks to shelter workers in the excavation.

4.12 For the movement of pedestrians through trenches, install walkways 1 m wide with railings 1.1 m high, with solid sheathing at the bottom to a height of 0.15 m and an intermediate plank at a height of 0.5 m from the flooring.

4.13 To lower workers into the pit and trenches, use ladders 0.3 m wide or ladders equipped with railings.

4.14 The territory of construction work at night must be illuminated in accordance with the requirements of GOST 12.1.046-85: the illumination of workplaces must be at least 30 lux, the construction site - at least 10 lux. Fences must be illuminated by signal lamps with a voltage not exceeding 42 V.

4.15 When welding outdoors during precipitation, the welding sites must be protected from moisture and wind.

4.16 When performing work in Moscow, one should additionally be guided by the "Rules for the preparation and production of earthworks, arrangement and maintenance of construction sites in Moscow".

Figure 3 - Scheme of the organization of the movement.

5 Need for material and technical resources

5.1 The need for machines, equipment, mechanisms and tools is determined taking into account the work performed, the purpose and technical characteristics in accordance with the table.

Table 4 - Statement of the needs of machines, mechanisms, devices

	Name	Type, brand	Technical specifications	Purpose	Quantity
	Mobile compressor	PKS-5 (or ZIF-55)	Productivity 60 m/h	Compressed air supply
	dump truck	ZIL-MMZ-555	Transport work
	onboard car		Load capacity 6 t	Transport work
	Skid steer loader	"Vovset"	Equipped with various attachments	Transport and loading and unloading operations
	Asphalt distributor		Based on ZIL-431412 Tank capacity 4000 l.	Waterproofing works
	Electric welding machine		Power consumption 30 kW	Electric welding works
	Electric tamper		Compaction depth 0.4 m. Productivity 45 m 3 / h	Soil compaction
	Internal vibrator with flexible shaft		R power. = 0.8 kVA	Concrete compaction
	fencing			Safety
	Ladder for descending workers into the pit			Safety
	Bayonet shovels			For excavation
	Shovels
	Soil box
	Set of labor safety signs			Safety
	Installation based on excavator EO-6122		Design of NIIOSP, EKB TsNIIS, VNIIGS	For pressing pipes, beams
	Centralizer			For pipe assembly

5.2 The need for basic materials, products and semi-finished products for laying the water supply inlet to buildings and structures is given in the table.

Table 5 - List of requirements for materials, products and structures.

	Name		Quantity	Note
	water pipe Æ 100 mm
	Bituminous mastic
	electrodes
	Ruberoid

6 Technical and economic indicators

6.1 As an example of a device for introducing a water supply system into buildings and structures, an abstract section of the carriageway of a street and a sidewalk adjoining the red line is taken, for the scope of work of which a calculation of labor costs and machine time and a work schedule were compiled.

6.2 The cost of labor and machine time for the water supply input device was calculated according to the "Uniform Norms and Prices for Construction, Installation and Repair and Construction Works", entered into force in 1987, and are presented in the table.

6.3 The duration of work on the device for introducing water supply to buildings and structures is determined calendar plan works presented in the table.

6.4 Technical and economic indicators are:

Pipeline length, m 7.0

Labor costs per input, man-hours 144.6

Duration of work, hours 38

Table 6 - Calculation of labor costs and machine time.

	Name of technological processes		Scope of work	Norm of time for workers, man-hours	Labor costs of workers, man-hours
E 9-2-33 No. 1a	Installation of trench fencing
	Installation of road signs
E 17-43 No. 6 (applicable)	Installation of wheel stones
E 20-2-18 No. 2 E 1-22 No. 2a	Crushing of asphalt concrete pavement and loading
E 17-43 No. 4b k \u003d 0.7	Dismantling of side stone
	Manual excavation with ejection on two sides
E 9-2-34 No. 2b	Construction of a temporary footbridge
E 9-2-35 No. 1a	Suspension communications
	Excavation of pits
E 9-2-32 No. 1 k \u003d 1.2	Base device
	Laying of pipelines and welding of joints
E 9-2-34 No. 2v	Demolition of the temporary footbridge
E 2-1-58 v. 2, No. 1b	Backfilling in layers with compaction
E 9-2-35 No. 2a	Suspension disassembly
E 17-33 No. 1d	Black crushed stone foundation
	Laying the concrete base of the sidewalk and highway
	Installing a side stone on a concrete base
E 17-34 No. 3g	Manual paving of asphalt mix
E 17-43 No. 6b K = 0.7 (as applicable)	Dismantling of the breaking wheel
E 17-50 No. 2 K = 0.7	Dismantling of road signs
E 9-2-33 No. 2a	Dismantling of trench fencing
	Total:

Digging a trench with a single-bucket excavator

on coastal areas

1. General requirements.. 2
2. The order of production of works.. 2
3. The need for machines and mechanisms, technological equipment and materials .. 2
4. The composition of teams by profession… 4
5. Operational control scheme.. 5
6. HEALTH, INDUSTRIAL AND FIRE SAFETY SOLUTIONS.. 7
7. Scheme of work.. 12
8. Acquaintance sheet.. 13

1. General requirements

Designed for digging a trench with a single-bucket excavator equipped with a backhoe at the facility:

Digging a trench is done with a single-bucket excavator

• (bucket capacity - m3)

Moving soil into the dump with a bulldozer

The scope of work covered by the map includes:

• installation of an excavator in the face;
• soil development;
• moving soil into the dump with a bulldozer;
• bucket cleaning;
• movement of the excavator during operation.

Trench digging should be carried out in accordance with the detailed design, this flow sheet and the requirements of the following regulatory documents:

• . Instructions for the production of construction work in the protected zones of the main pipelines of the Ministry oil industry;
• . Labor safety in construction. Part 1. General requirements;
• . Labor safety in construction. Part 2. Construction production;
• Safety regulations for the construction of steel main pipelines, approved. Minneftegazstroy 11.08.81;
• Rules for the protection of main pipelines with additions, approved. fast. Gosgortekhnadzor of Russia dated April 22, 1992 No. 9; dated 11/23/94 No. 61;
• . Earth structures. Bases and foundations;
• SNiP 2.05.06-85*. Main pipelines;
• VSN 004-88. Construction of main pipelines. Technology and organization.
• BCH 012-88. Construction of main and field pipelines. Quality control and acceptance of works. Parts I and II;

1. Work order

For the production of work, you must have:

• written permission for the right to work in the location area
  underground communications from organizations operating these communications;
• permit for the production of work.

Before starting work, the following must be done:

• preparatory work was carried out (removal of fertile soil
  layer and clearing the route from forest vegetation);
• the boundaries of the work are broken and fixed on the ground;
• excavator and bulldozer delivered to the work site.

The trench is to be developed by the method of face slaughter when the excavator moves along its axis.

The soil taken out of the trench is placed in the dump on one side, no closer than 0.5 m from the edge of the trench.

When operating a single-bucket excavator on straight sections in the direction of its movement, install poles 3 m high every 50-80 m, and pegs between them every 5 m.

On curved sections, within the curve, along the width of the tracks or along the width of the trench, pegs should be installed on both sides every 2-5 m.

The trench parameters are taken in accordance with the working drawings.

The steepness of the slopes of the trench is shown in table 1.

Table 1
	slope steepness
Soil types	With an excavation depth of not more than		Depth
	1.5 m	3,0 m	ki up to 5 m
Sand and gravel	1:0.5	1:1	1:1
sandy loam	1:0.25	1:0.67	1:0.85
Loam	1:0	1:0.5	1:0.75
Clay	1:0	1:0.25	1:0.5

Note: when layering different types of soil, the steepness of the slopes for all layers is assigned according to the weakest type of soil

Digging a trench is performed by an excavator driver of the 6th category.

TECHNICAL AND ECONOMIC INDICATORS FOR 1000 m 3 SOIL

Name		Unit ism	Group indicatorssoil
			1	II	III	IV	V
standard labor costs		people hour	15 17	18 20	23	29	37
							–
duration of work	in soils of natural moisture	shifts	1.9	2.3	2.9	3.6	4.6
	in wet soils (boggy)						–
Excavator performance	in soils of natural moisture	m 3 / cm	533	444	348	275	216
	in wet soils (boggy)		484	403	–	–	–

Shift duration - 8 hours

1. The need for machines and mechanisms, technological equipment and materials

table 2

Name	Type of, Mark, GOST	Quantity, pcs.	Brief characteristic

Note: if the Contractor does not have single-bucket excavators of the brands presented in Table 2, other brands can be used, specifications which must be equal or higher.

1. The composition of teams by profession

Table 3 Composition of crews for performing work on the development of an underwater trench and a trench in coastal areas, performing drilling operations and works on instrumental and diving inspection

1. Operational control scheme

Technological, including operational, quality control when digging trenches, carried out in the process of work, consists in systematic observation for the compliance of the work performed with the detailed design, compliance with the requirements of the work production project, this TC, compliance with the requirements of the documents given in Section 6.

Operational quality control is carried out directly by the performers indicated in Table 3.

Operational quality control of earthworks should include:

• verification of the correctness of the transfer of the actual axis of the trench and compliance with its design position;
• checking the profile of the bottom of the trench with measuring its depth and design marks;
• checking the width of the trench along the bottom;
• checking the steepness of the slopes depending on the structure of the soils specified in the project;
• measurement of the actual radii of curvature of the trench in the turning sections in the horizontal plane.

Defects identified during the control process, deviations from the designs and requirements of building regulations or technological instructions must be corrected before the start of the next operations (works).

Compliance of the trench bottom marks with the design profile is checked using geometric leveling. The marks of the reference benchmarks are taken as the initial ones (if necessary, the network of benchmarks during the execution of marking work is concentrated in such a way that the distance between the temporary benchmarks does not exceed 2-2.5 km). Leveling the bottom of the trench is carried out by technical leveling methods. The actual elevation of the trench bottom is determined at all points where the design marks are indicated in the working drawings.

Completed earthworks are accepted by the quality control service, checking the following parameters:

• trench width along the bottom;
• trench depth;
• slope size;
• executive profile of the bottom of the trench (applied on the working drawings).

When earthworks are carried out, as-built documentation is maintained, form 2.4, VSN 012-88 “Construction of main and field pipelines. Quality control and acceptance of works. Part II.

Technical criteria for controlled processes and operations, controls and performers are given in table 4 below

Table 4: Technical criteria for controlled processes and operations, controls and performers

Name of processes to be controlled	Subject control	Tool and method of control	Time control	Responsible Controller	Technical criteria for quality assessment
Fixing the axis of the trench	Deviation of the center axis from the design one	Theodolite	Before digging the trench	Surveyor	The deviation of the actual axis of the trench from the design should be no more than 50 mm per 1 km of the route
trench digging	Bottom trench width	Measuring tape, theodolite, template	Periodically	Surveyor, master	Permissible deviations of half the width of the trench in relation to the staking axis: plus 20 cm; minus 5 cm;
	Marking the bottom of the trench in straight sections	Level	Periodically (after 50 m)	Master, geodesist	minus 10 cm
	Marking the bottom of the trench on the vertical curves of elastic bending	Level	Periodically (after 10 m)	Master, geodesist	Permissible deviation of the actual elevation of the trench bottom from the design one: minus 10 cm
	Marking the bottom of the trench on the vertical curves of forced bending	Level	Periodically (after 2 m)	Master, geodesist	Permissible deviation of the actual elevation of the trench bottom from the design one: minus 10 cm
	slope steepness	Templates		Master	Compliance with the parameters shown in Table 3-1
	Trench bottom condition	Visually	Selectively in places of doubt	Master	Smooth surface of the bottom of the trench without scallops and collapsed soil

1. HEALTH, INDUSTRIAL AND FIRE SAFETY SOLUTIONS

When digging trenches, it is necessary to comply with the requirements of this section of the Labor Code, as well as be guided by normative documents set out in Section 6.

The following workers may be allowed to work on digging a trench:

• who have reached the age of eighteen, have undergone special training and received a certificate of the established form;
• past medical checkup to determine fitness for health reasons to work in the profession;
• who have passed an introductory briefing on labor protection and fire safety and an initial briefing on ensuring the safety of work at the facilities of trunk oil pipelines (OOP).

The work manager must:

• check with the excavator driver that he has a certificate for the right to drive an excavator;
• conduct briefings with employees at the workplace, taking into account the specifics of the work;
• together with the workers and the excavator driver, inspect the work site and instruct the daily task to be completed by safe methods in accordance with the working documentation, PPR and this TC;
• check the actions of employees during the working day on issues of labor safety, compliance with labor and production discipline, as well as work technology.

The driver of a single-bucket excavator during the performance of work is obliged to:

• comply with the requirements of the labor protection instructions, as well as the requirements of the manufacturer's instructions for the operation of the excavator controlled by him;
• wear overalls and safety shoes, use personal protective equipment (dielectric gloves, rubber mat);
• before installing the excavator at the place of work, he must make sure that the ground is planned, and the slope of the terrain does not exceed the allowable according to the excavator's passport;
• during breaks in work (regardless of the reasons and duration), move the excavator boom away from the face, and lower the excavator bucket to the ground. The bucket can only be cleaned after lowering it to the ground with the engine off;
• load soil into dump trucks from the side of the rear side wall, prevent the excavator bucket from moving over the dump truck driver's cab. It is allowed to load soil into a dump truck only if there is no driver or other people in the cab;
• at maintenance stop the engine of the excavator and relieve pressure in the hydraulic system;
• do not smoke or use fire when refueling the excavator. Making a fire closer than 50 m from the place of work or parking of the excavator is not allowed;
• if communications or other objects not specified by the work manager are found in the face, the work of the excavator must be immediately stopped and the work manager should be informed about the incident in order to take appropriate measures.

The driver should not start work in case of the following violations of safety requirements:

• malfunctions of the mechanisms, hydraulic system of the excavator, as well as the presence of defects in metal structures, in which, according to the instructions of the manufacturer, its operation is prohibited;
• non-compliance of the conditions and place of work of the excavator with safety requirements;
• being in the danger zone of the excavator by unauthorized persons;

The excavator operator is prohibited from:

• transfer control to other persons;
• transport unauthorized persons in the cabin;
• leave the excavator with the engine running.

At the end of the work, the driver must:

• put the excavator in the parking lot;
• lower the bucket to the ground, turn off the engine, lock the cab. Inform the work manager and the responsible person about the condition of the excavator and malfunctions.

When machines operate in mountainous conditions, certain difficulties arise (tipping, slipping, lubrication failure), therefore it is especially important that the machines are in good working order, they are carried out in a timely manner. technical inspection and preventive maintenance.

It is necessary to instruct the operators of tracked vehicles that on slopes, especially when turning, caterpillars may drop. To prevent this phenomenon, turns should be made smoothly with the rolling of the caterpillar after turning a small sector.

Near the existing underground utilities, soil excavation will be carried out in the presence of a representative of the operating organization, a issued order - admission and additional briefing, working with a list in the journal.

The development of soil by mechanisms should be stopped at a distance of at least 2 meters in both directions from underground utilities. In the immediate vicinity, it is allowed to develop the soil only manually (with a shovel) without the use of impact tools (crowbar, pickaxe, pneumatic tools, etc.)

The allowable horizontal distance from the base of the excavation slope to the nearest machine supports should be taken from Table 5.

Table 5: Horizontal distances from the base of the excavation slope to the nearest machine support, m

Excavation depth, m	Horizontal distances from the base of the excavation slope to the nearest support of the machine in the soil, m:
	sandy	sandy loamy	loamy	clayey
1,0	1,5	1,25	1,00	1,00
2,0	3,0	2,40	2,00	1,50
3,0	4,0	3,60	3,25	1,75
4,0	5,0	4,40	4,00	3,00

To avoid collapse of the trench walls, the edge of the spoil heap should be located at a distance of at least 0.5 m from the trench berm.

It is forbidden to be in the danger zone of a working excavator. The danger zone is equal to the radius of the maximum reach of the bucket plus 5 m.

When cleaning the bottom of the trench after the operation of the excavator, excavators must be at a distance of at least 10 m from the place of action of its bucket.

When moving the excavator under its own power, the bucket must be raised to a height of no more than 0.7 m above ground level.

When digging a trench, the excavator must be outside the prism of soil collapse (slope)

Carrying out work of increased danger at explosive and fire hazardous and fire hazardous facilities is permitted only with a work permit.

The work permit is issued separately for each type of work and the place of their implementation. If the work is carried out in one place, by one team and under the supervision of one person responsible for the work, and the conditions for their performance are simultaneously classified as hot work and high-risk work or as gas-hazardous work and high-risk work, then their performance can be issued in one order - admission.

The work permit is valid for the period specified in it. The planned duration of the work should not exceed 10 days. The work permit can be extended for a period of not more than 3 days, while the duration of the work from the planned date and time of the start of work, taking into account the extension, should not exceed 10 days. The order is valid for one shift.

The operator of the customer is informed about the daily start and daily completion of work on work permits, orders.

The person responsible for carrying out the work is appointed on the basis of a joint order of the contractor and the Customer, protocols for checking knowledge of labor protection requirements, certification protocols for industrial safety in the commission of the Customer.

During the period of work, the person responsible for the work is constantly at the work site.

Notifies the operator structural unit on the daily start, daily completion of the work, their completion and the acceptance of the work performed and the place of work.

The person responsible for carrying out the work shall notify the person responsible for admission to the work on the commencement, progress of the work and its completion.

The person responsible for the admission to the work, controls the progress of the work on the work permit, reports the beginning, progress of the work and its completion to the person responsible for approving the work permit.

Engineers of the contracting organization responsible for carrying out work on the work permit must be trained in a specialized organization under the fire-technical minimum program.

The person responsible for carrying out the work is obliged to suspend work, cancel (cancel) the work permit, remove people from the place of work and notify the customer operator and the person who issued the work permit in the following cases:

- the occurrence of a threat to life and health, in the event of an accident associated with the production of work performed under a work permit, as well as in an emergency;

- violations by workers performing work of fire safety rules;

– lack of duly issued permits and work permits for the performance of hot work, the absence of officials of the contracting organization from among the engineers at the place of work;

– automatic activation of the fire extinguishing system;

- issuance of a light and sound signal by the UPS;

Detection of violations of the conditions stipulated by the work permit, which can lead to injury to workers or to an emergency;

- prohibition of work by regulatory and supervisory authorities.

Work can be resumed only after identifying and eliminating the reasons for their suspension and issuing a new work permit.

The work foreman is obliged to check the implementation of fire safety measures within the work site. It is allowed to start repair and hot work only after all the measures to ensure fire safety and provided for in the work permit have been completed.

Supervisors of repair (hot) work performed by contractors are responsible for compliance by subordinate personnel with the fire safety rules and requirements in force at the facility and for the occurrence of fires that occurred through their fault.

The organization of training and briefing on the safe performance of work by employees of contracting organizations is entrusted to the management of these organizations.

The completion of hot and repair work sites with fire equipment and / or primary fire extinguishing equipment, depending on the type and scope of work, must be carried out by the contractor.

Arrangement of fire equipment (including primary funds fire extinguishing) at the places of fire and repair work should provide the possibility of supplying fire extinguishing agents for no more than 3 minutes.

It is prohibited to carry out repair, construction and earthworks without registration of the necessary permits, including a project for the production of work, acts for fixing the site, an act of admission to the performance of work, an act for the transfer of a site, a permit for the performance of work in a protected zone.

Actions of workers in the event of a fire

Each employee of the contractor upon detection of a fire or signs of burning (smoke, burning smell, temperature rise, etc.) must:

• immediately inform the fire brigade about this by phone; at the same time, it is necessary to give the address of the object, the place of the fire, and also give your last name;
• inform the dispatcher (operator) of the facility or the head of the facility (senior official object);
• to take, if possible, measures for the evacuation of people and the safety of material assets, extinguishing the fire with primary and stationary fire extinguishing equipment.

Excavators and bulldozers must be equipped with video recording systems.

It is forbidden to carry out work without the use of video recording equipment on these types of equipment.

Excavator drivers are allowed to perform earthworks on existing oil pipelines and oil product pipelines only after successfully passing a test of practical skills in excavating a repair pit with an excavator at the OST test site.

8 Familiarization sheet

No. p.p.	Full name	Employee position	the date	Signature
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.

TYPICAL TECHNOLOGICAL CHART (TTK)

DEVELOPMENT OF SOIL IN TRENCHES FOR LAYING PIPELINES

1 AREA OF USE

1.1. A typical technological map (hereinafter referred to as the TTK) was developed for the production of work on the development of soil in trenches with a single-bucket excavator for laying pipelines.

1.2. Standard technological maps are intended for use in the development of work production projects (PPR), construction organization projects (POS), other organizational and technological documentation, as well as for the purpose of familiarizing (training) workers and engineering and technical workers with the rules for the production of work.

1.3. The purpose of creating the presented TTK is to give circuit diagram the technological process of working on the development of a trench with a single-bucket excavator for laying pipelines, the composition and content of the TTC, examples of filling in the necessary tables.

1.4. When linking a typical flow chart to a specific facility and construction conditions, production schemes, scopes of work, labor costs, mechanization tools, materials, equipment, etc. are specified.

1.5. The development of a trench for laying pipelines is carried out on the basis of a project for the production of works and working technological maps that regulate the means of technological support and the rules for performing technological processes during the production of works. Design features trench developments are decided in each case by a working draft.

1.6. Regulatory framework for the development of technological maps are: SNiP, SN, SP, GESN-2001 ENiR, production norms for the consumption of materials, local progressive norms and prices, norms for labor costs, norms for the consumption of material and technical resources.

1.7. Working flow charts are reviewed and approved as part of the PPR by the head of the general contracting construction and installation organization, in agreement with the customer's organization, the customer's technical supervision and organizations in charge of the operation of this pipeline.

1.8. The use of TTK helps to increase labor productivity, reduce labor costs, improve the organization and improve the quality of work, reduce costs and reduce the duration of construction, safe work, organization of rhythmic work, rational use labor resources and machines, as well as to reduce the time for the development of PPR and the unification of technological solutions.

1.9. The development of trenches for laying pipelines is carried out in the following technological sequence:

Geodetic marking works are being carried out;

Leveling the surface of the earth along the entire route with bulldozers;

Excavation of soil in a trench by excavators equipped with a backhoe, in an open way with dumping of soil into a dump or loading into vehicles;

Refinement of the soil and cleaning of the slopes and the bottom of the trench by means of small-scale mechanization or manually;

Digging pits for pipe connections;

The device of the base for the pipeline.

1.10. The technological map provides for the development of soil in a trench by a complex mechanized link with a hydraulic, single-bucket excavator ZX-200 from Hitachi , equipped with a backhoe bucket with teeth (https://pandia.ru/text/80/366/images/image002_4.gif" width="11" height="23 src=">), as a leading mechanism.

Fig.1. Excavator ZX-200

1.11. Works in progress all year round and run in one shift. Working hours per shift are:

External networks and facilities for water supply and sewerage";

SNiP III-42-80*. "Main pipelines".

2. ORGANIZATION AND TECHNOLOGY OF WORK PERFORMANCE

2.1. In accordance with SNiP 12-01-2004. The organization of construction prior to the commencement of construction and installation (including preparatory) work at the facility, the general contractor is obliged to obtain, in the prescribed manner, a permit (order) for excavation work - the development of a trench for laying a pipeline - at the GATI. Performing work without the specified permission is prohibited.

2.2. The development of a trench is preceded by a set of organizational and preparatory measures, such as:

Appointment of a responsible person for the quality and safe performance of work;

Establishment of information boards indicating the name of the object, the names of the investor, customer and contractor, the start and end dates of work;

Obtaining a permit for earthworks from the customer;

Acceptance from the customer according to the act of the geodetic center base for construction;

Obtaining a working draft with a plan for the location of the pipeline being laid and its removal from existing underground utilities, as well as from overhead networks, including contact networks of relay transport;

Obtaining a PPR or a working flow chart for earthworks and familiarizing workers and line engineers with them against signature;

Instructing workers and engineers involved in the production of work on safe labor practices and industrial sanitation;

Arrangement of entrances to the place of work;

Installation of inventory buildings and structures in accordance with the construction site plan for the storage of tools and household needs;

Preparation of mechanisms, equipment and their delivery to the facility;

Providing workers with tools, devices and personal protective equipment;

Preparation of places for storing materials, inventory and other necessary equipment;

Fencing the construction area with warning signs illuminated at night;

Provision of communication for operational and dispatching control of the production of works;

Provision of the construction site with fire-fighting equipment and signaling equipment;

Drawing up an act of readiness of the object for the production of work.

2.3. Prior to the commencement of earthworks, it is necessary:

Complete the preparation of the scope of work (clearing the area from forest vegetation, uprooting stumps, leveling, demolition and transfer of structures and communications that impede work) in accordance with the requirements of the work technology and the POS;

Establish temporary benchmarks along the route associated with leveling moves and permanent benchmarks;

Make a breakdown on the ground (with the installation of poles) of the trench axis and its edges, the boundaries of the spoil dump and prepare a place for storage;

Fix the alignment axes and angles of rotation of the route and tie them to permanent objects on the ground (buildings, structures, trees, etc.);

Determine the location of underground utilities and fix them on the ground with appropriate signs or inscriptions, and when crossing them with a trench, protect them from mechanical damage and hang them on rigid jumpers;

Issue an act of breakdown of the route with the application of statements of benchmarks and bindings;

To familiarize the foreman with and transfer to the excavator driver the entire route with the angles of rotation for the performance of work.

2.4. Construction works performed during the development of a trench for laying a pipeline, include the following operations:

Development, with the ejection of soil into the dump, trenches of the appropriate width with a shortfall to the design mark by an amount that meets the requirements of the POS, PPR or working technological map;

Extraction of pits at pipe joints;

Installation of trench slope fastening (if necessary);

Providing drainage from the trench (if necessary).

2.5. The geodetic breakdown of the trench consists in designating it on the ground. The breakdown is carried out in two planes: horizontal and vertical. With a horizontal breakdown, the position of the axis of the pipeline is determined and fixed on the ground and the outline of the trench is outlined in the plan, and with a vertical breakdown, its depth. At the beginning, the location of the pipeline to be laid is determined with the removal and binding of its axis to permanent landmarks. Then the boundaries of the trench are set with the removal of its axis and reference to permanent landmarks outside it.

The boundaries of the excavation of the trench are fixed with cast-offs, consisting of wooden racks dug into the ground and attached to them strictly at one level of planks, on which planks are fixed showing the steepness of the slopes (see Fig. 2). Cast-off pillars are buried in the ground to a depth of at least 0.7 m and not closer than 0.7 m from the edge of the trench.

ORDER OF LENIN

MOSORGSTROY

ROUTING
FOR LAYING UNDERGROUND UTILITIES
IN TRENCHES WITH FIXINGS

Arch. No. 8809

MOSCOW - 1983

The technological map was developed by the design and technological department of the Mosorgstroy trust (A.N. Abramovich, A.P. Smirnov), agreed with the Production Preparation Department of Glavmosstroy, NIIMosstroy. The technological map is recommended for implementation in the construction industry. Comments and suggestions on the map should be sent to the address: 113095, B. Polyanka, 51a, Mosorgstroy trust.

one . Application area

1.1. The technological map was drawn up for the production of work on laying underground utilities (sewerage, water supply, drains, etc.) in trenches with fastenings at the facilities of Glavmosstroy. 1.2. The technological map is intended for drawing up projects for the production of work and for the purpose of familiarizing (training) workers and engineering and technical workers with the rules for the production of work. 1.3. When linking the technological map to a specific object and construction conditions, the schemes for the production of work, the scope of work, the calculation of labor costs, and mechanization tools are specified.

2. Construction process technology

2.1. When laying underground utilities in trenches with fastenings, it is necessary to be guided by SNiP III -8-76 "Earthworks", SNiP III -30-74 "Water supply, sewerage and heat supply. External networks and facilities”, etc. 2.2. Laying underground utilities in trenches with cantilever mounts. Before starting work, the stability of the fastening of the walls of the trench should be checked and an act should be drawn up for the right to carry out work and admit workers to the trench. By the beginning of work, all necessary materials and products (pipes, reinforced concrete wells, etc.) must be delivered to the construction site, the necessary machinery and equipment must be delivered. Pipe laying must be carried out in the following sequence: geodetic breakdown of the pipeline axis; trench foundation preparation; pipe laying; installation of reinforced concrete wells; sealing pipe entries in wells; powdering pipelines with soil; hydraulic test pipelines (if necessary); final backfilling of the trench; extraction of trench fastening elements from the soil (I-beams, metal pipes, Larsen sheet pile, etc.). Work organization schemes are given on the sheets 1 and 2 . 2.3. The laying of underground utilities in trenches with spacer fasteners is carried out in the same sequence as indicated above, but with the following addition: the fastener spacers that interfere with the installation of pipes are rearranged during the work. Work organization schemes are given on the sheets 3 and 4 . 2.4. Schemes for organizing work when laying plastic pipes in trenches with fasteners and connecting them for welding are shown on sheets 5, 6; 7. 2.5. Backfilling of trenches with laid pipelines should be carried out in two stages: 1) first, with soft soils (sandy, clayey, with the exception of hard clays, natural sand and gravel layers without large inclusions), pits and sinuses are filled up and lined up simultaneously on both sides, and then the trench is covered with the specified soil 0.2 above the top of the pipes to ensure the safety of pipes, joints and insulation; at the same time, the soil is backfilled in layers and compacted with manual and mounted electric rammers; for pipelines made of ceramic, asbestos-cement and polyethylene pipes, the height of the soil backfill layer above the pipe should be 0.5 m; 2) subsequent backfilling of the trench is carried out after testing the pipelines with any soil without large inclusions (200 and > mm) mechanized; at the same time, the safety of the pipes must be ensured. 2.6. The dismantling of the fastening elements of the trench walls should be carried out in the direction from the bottom up as the soil is backfilled. 2.7. After removing the metal pipes from the ground, cover the remaining wells with soil to the full height. 2.8. When working with plastic pipes, it is necessary to be guided by the requirements set forth in the instruction SN 478-80 and the technological map "For the installation of fecal sewage from polyethylene pipes", arch. No. 8355. 2.9. The width along the bottom of the trench with vertical walls, excluding fasteners, should be taken: for water supply and sewerage pipelines in accordance with the requirements of SNiP III -8-76, clause 3.12; for two pipelines of heating networks (supply and return) with channelless laying in accordance with the requirements of SNiP III -30-74, clause 2.4. 2.10. The laying of underground utilities in trenches with fastenings is carried out by the composition of the link given in the work schedule (Appendix 1). 2.11. Calculation of labor costs is given in Appendix 2. 2.12. Operational quality control of work on laying underground utilities in trenches with fasteners is carried out in accordance with the requirements of SNiP III -1-76 "Organization of construction production", instructions SN-47-74, SN-478-80. The scheme of operational control is given in Appendix 3. 2.13. During the performance of work, the requirements of SNiP III-4-80 "Safety in construction" and the system of labor safety standards (SSBT) should be strictly observed.

3 . Technical and economic indicators

(per 100 linear meters of pipeline)

Labor costs, man-days - 32.68 Demand for cars, cars - cm. - 4.3 The cost of labor costs, rub. - 138.95 Labor costs per 1 m of the laid pipeline, man-days. - 0.33 The cost of labor costs per 1 m of the laid pipeline, rub. - 1.39

four . Material and technical resources

The need for basic materials and products

(per 100 linear meters of pipeline)

Need for basic machinery and equipment

Attachment 1

WORK SCHEDULE

Note. A link of workers is part of the integrated team for the construction of the zero cycle.

Annex 2

LABOR COST CALCULATION

Rationale (ENiR)	Name of works	unit. meas.	Scope of work	Labor intensity		Price per unit measurement, rub.-kop.	The cost of labor costs for the entire scope of work, rub.-kop.
				per unit measurements, man-hours or mach.-h.	for the entire volume, man-days or machine-see.
§ 10-5, v. 4, p. 3B; D	Laying of reinforced concrete pipes with a diameter of 40, with preliminary preparation of the base of the trench by an assembly crane
§ 10-27. p. 3, 4 B	Installation of prefabricated reinforced concrete wells with a diameter of 1250 mm with sealing of pipe entries in the wells
§ 2-1-44, v. 1, p. 2a	Filling the sinuses with sand to a height of 0.5 of the diameter of the pipeline and to a height of 0.2 m above the top of the pipeline manually
§ 2-4-21, v. 2, p. 10B	Backfilling the trench with soil by a bulldozer with dismantling of fastening elements (boards of pickups)
§ 10-31, paragraph 2B

Appendix 3

SCHEME OF OPERATIONAL CONTROL

Name of operations subject to control	Quality control of work performance
work producer (foreman)				involved services
Laying of reinforced concrete pipes with a diameter of 400 with preliminary preparation of the base of the trench by a mounting crane	Geodetic stakeout, leveling, addition and compaction of soil, presence of external defects, quality of pipe connection with a socket, pipe alignment, reliability of fastening	Theodolite, level; sights; tape measure, steel meter, visually	Before and during the work	Geodetic
Installation of prefabricated reinforced concrete wells with a diameter of 1250 with sealing of pipe entries in wells	The correctness and reliability of slinging, the alignment of the well, the mark of the base of the well, the reliability of the installation	Leveling, plumb	During installation
Filling the sinuses with sand to a height of 0.5 of the diameter of the pipeline and to a height of 0.2 m above the top of the pipeline manually	The quality of sand and seals, the safety of pipes and joints	Visually, measuring ring	During and after work	Construction laboratory, representative of the customer and operating organization
Backfilling the trench with soil by a bulldozer with disassembly of the fasteners (boards of pickups)	Soil quality, backfill sequence, pipe safety, compaction quality

WORK ORGANIZATION SCHEME Sheet 1

(when laying sewers, drains, water pipes, etc.)

Legend:

1 - ladder for descending workers into the trench; 2 - place of storage of reinforced concrete wells; 3 - assembly crane; 4 - places for storing pipes; 5 - container boxes for solution (concrete); 6 - tool box; 7 - reinforced concrete pipe; 8 - reinforced concrete well; 9 - pickup from boards; 10 - temporary fence 110 cm high

Notes 1 . The admission of workers to the trench is allowed after checking the stability of the fastening of the walls. 2. Dimensions are in centimeters

WORK ORGANIZATION SCHEME Sheet 2

Fixing the walls of the trench cantilever

Legend:

3 - assembly crane; 7 - reinforced concrete pipe; 8 - reinforced concrete well; 9 - pickup from boards; 10 - temporary fencing; 11 - fence height 100 cm

WORK ORGANIZATION SCHEME Sheet 3

(when laying sewers, drains, water pipes, etc.)

Legend:

1 - ladder for descending workers into the trench; 2 - places for storing reinforced concrete wells; 3 - assembly crane; 4 - places for storing pipes; 5 - spacers for fastening the walls of the trench; 6 - boxes-containers for concrete (mortar); 7 - tool box; 8 - pickups from boards; 9 - metal pipes with a diameter of 219 mm; 10 - belts from I-beams No. 30 ¸ 60; 11 - reinforced concrete well; 12 - temporary fence 110 cm high; 13 - laid reinforced concrete pipes;

Note: The admission of workers to the trench is allowed after accepting the stability of the fastening of the walls of the trench.

WORK ORGANIZATION SCHEME Sheet 4

Fixing the trench walls with spacers

Legend:

3 - assembly crane; 5 - spacers for fastening the walls of the trench; 8 - pickups from boards; 9 - metal pipes with a diameter of 219 mm; 10 - belts from I-beams; 11 - reinforced concrete well; 12 - temporary fencing; 13 - reinforced concrete pipe; 14 - fencing of the crane work area 100 cm high

WORK ORGANIZATION SCHEME Sheet 5

(when laying communications from plastic pipes)

Fixing the walls of the trench cantilever

Legend:

1 - I-beams No. 30 ¸ 80; 2 - pickups from boards; 3 - support posts; 4 - mobile platform; 5 - installation for welding; 6 - reinforced concrete well; 7 - assembly crane; 8 - car; 9 - ladder for descending workers into the trench; 10 - plastic pipes welded into a whip; 11 - layout of plastic pipes on the edge of the trench

Notes . one . The admission of workers to the trench is allowed after acceptance of the stability of the fastening of the walls of the trench. 2. The trench must be fenced as shown on sheets 1 and 2. 3 . Sections III - III , IV - IV are shown on sheets 6 , 7 .

WORK ORGANIZATION SCHEME Sheet 6

Fixing the walls of the trench cantilever

Legend:

1 - I-beams No. 30 ¸ 60; 2 - pickups from boards; 3 - support posts; 4 - mobile platform; 5 - installation for pipe welding; 6 - reinforced concrete well; 7 - assembly crane; 8 - car; 9 - plastic pipes welded into a whip; 10 - layout of plastic pipes on the edge of the trench; 11 - temporary fencing of a trench 110 mm high; 12 - the basis for the movement of the platform from the boards; 13 - fencing of the crane operation area 100 cm high

WORK ORGANIZATION SCHEME Sheet 7

(when laying underground utilities from plastic pipes)