List of volumes of construction and installation works for the bale. Drawing up a bill of quantities. Sketch drawings of general views of atypical products

1. Complex earthworks.

Cutting off the vegetation layer of the soil;

A fragment of a foundation pit or a trench will be pulled over or loaded into dump trucks;

Transporting soil by dump truck or bulldozer;

Cleaning the bottom of the pit manually;

Installation of a sand cushion under the foundation (if necessary);

Backfilling.

2. Installation of monolithic reinforced concrete foundations.

Unloading and sorting of reinforcement mesh and formwork elements;

Enlargement assembly of formwork panels;

Installation of formwork;

Same reinforcing bars, meshes, and wireframes;

Welding works;

Concrete supply;

Concrete laying;

Curing;

Dismantling of the formwork.

3. Precast concrete foundations.

Installation of foundation blocks around the building perimeter;

The same wall blocks of the first row, second row, etc .;

The same landings and marches;

The same basement slabs.

4. Installation of the frame of a one-story industrial building.

Unloading and layout of structures;

Installation of columns in foundation glasses;

Concreting of column joints in foundation glasses;

Large-scale assembly of trusses (if necessary);

Installation of crane beams;

The same sub-rafter structures;

The same roof structures;

Same coating slabs;

Electric welding of assembly joints;

Concreting of joints of columns with crane beams, trusses;

Filling the seams of the coating slabs.

5. Installation of a standard floor made of monolithic reinforced concrete.

Unloading and sorting of reinforcement products and formwork panels;

Enlargement assembly of formwork panels (if necessary);

Formwork supply to the installation site;

The same reinforcing meshes and cages;

Welding works;

Concrete supply;

Concrete laying;

Curing;

Dismantling of the formwork.

6. Installation of a standard precast concrete floor.

Unloading and other lifting and transport operations;

Installation of exterior wall panels;

The same is internal;

The same partitions;

The same flights of stairs and landings;

The same plumbing cabins and ventilation blocks;

The same floor slabs, balcony slabs;

Welding works;

Sealing the seams of external and internal walls;

Filling the seams of floor slabs.

7. Roofing device.

Roof base preparation (cleaning, drying, priming);

Supply of materials to the roof;

Vapor barrier device;

The same insulation;

The same screeds;

Roll-up carpet gluing;

Protective layer device;

Arrangement of junction points.

8. Plastering surfaces.

Surface preparation;

Plastering (grouting) of joints between prefabricated floor panels;

Plastering walls;

Cutting corners;

Plastering of window and door slopes.

Drawing up a bill of quantities.

After specifying the requirements for the completeness of the previous or preparatory processes and describing the technological sequence of operations, the scope of work should be determined.

When developing a technological map for the device of structures made of monolithic or prefabricated reinforced concrete, before drawing up a bill of quantities, it is necessary to draw up a specification of monolithic reinforced concrete structures (Table 2.1) or a specification of mounting elements (Table 2.2), respectively.

Filling in the Specification of Monolithic Reinforced Concrete Structures should begin with the definition of all the elements and structures that are related to the developed technological plan according to the working drawings. Their list is entered in column 2. Columns 3, 4, 5, 6 and 8 are filled in on the basis of working drawings. The results of the product of columns 4, 5, 6 are entered in column 7. The total volume of concrete for all elements (column 9) is determined by the product of the values \u200b\u200bin column 7 by the values \u200b\u200bin column 8.

Table 2.1

Specification of monolithic reinforced concrete structures

Filling in the Specification of mounting elements is also carried out on the basis of the adopted architectural, planning and design solutions. Columns 2-8, 10 are filled in in accordance with the working drawings. Column 9 is filled in only for lamellar elements (walls, floor slabs, etc.) by multiplying the values \u200b\u200bof column 4 by column 5. Columns 11 and 12 contain the results of the product of the values \u200b\u200bof column 7 by 10 and columns 8 by 10, respectively.

Table 2.2

Assembly parts list

The bill of quantities (Table 2.3) includes all the main and auxiliary processes that are carried out in the projected complex construction process. Determination of the scope of work is carried out using the specification of elements, as well as working drawings. In column 2, all the processes carried out in the production of the type of work for which the technological map is being developed are sequentially entered. The units of measurement in column 3 must correspond to the enlarged meters given in the ENiR for this process. Next, column 5 is filled out with the calculation formulas, or, if the calculation was made earlier, with an indication of the place in the settlement and explanatory note. The calculation results are entered in column 4, taking into account the units of measurement given in column 3.

To form a matrix of initial data and draw up a schedule, the following calculations and reasoning were performed.

From the design data, we are given the construction period of the facility, which is 26 months or 572 days.

The choice of the nomenclature of work and the formation of flows.

Above-ground cycle works include general construction and special construction works. The formation of the work processes of the aboveground cycle is carried out taking into account the recommendations for the choice of the nomenclature of work and the formation of work on the modeling of the organizational and technological scheme and is given in Table 3.1. From the total labor intensity, the values \u200b\u200bof those works that are carried out outside the flow should be subtracted:

Out of stream:

Installation of equipment 1543 people-days

Commissioning of communications 257 person-days

Unaccounted works 1928 people-days

Commissioning work 185 man-days

Σ \u003d 3913 person-days

In the stream: 20881-3913 \u003d 16968 people-days

As a result of calculating the network model, the critical construction period was 514 days.

T cr \u003d 514 days

T d \u003d 572 days

∆Т \u003d 572-514 \u003d 58 days

K - reserve time

K \u003d 58/572 * І00 \u003d 11%

The total time reserve for construction is 11% of the design period, which corresponds to the permissible 15-20%. The flow duration criterion is the most important. since the duration affects the efficiency of construction, in this case, due to the reduction in the duration of the work, it is possible to increase the efficiency and quality of construction. As you know, any time adjustments lead to a change in the financing of the facility under construction. therefore, in this work, their application is provided.

Appendices appendix a

Table A.1

General characteristics of the object

Table A.2

Specification of prefabricated elements, maximum mass and dimensions of elements, ton / meter

Table A.3

List of volumes of construction and installation works

For the construction of foundations, trenches are opened. Trench extraction is carried out using a backhoe excavator. The division into grabs is shown in the drawing. The volume of mechanized earthworks is equal to the volume of excavated soil.

The bottom of the trenches is cleaned by a bulldozer to a depth of 10 cm. The width and length of the trench is equal to the dimensions of the building plus 0.5 meters.

Installation of supporting structures. The breakdown is shown in the drawing.

When installing a wall fence, the end and longitudinal walls are taken as a grip.

The roof structure is adopted with a coating vapor barrier, a cement screed and a three-layer roofing felt carpet. The breakdown into grips is the same as the breakdown when erecting the structural frame.

The floor area is conventionally taken equal to the building area of \u200b\u200bthe building.

The area of \u200b\u200bthe window openings is taken from the calculation of a solid strip.

The area of \u200b\u200blime color is equal to the area of \u200b\u200bpartitions and walls along the entire perimeter to a height of 2 m.

The duration of electrical, plumbing, installation of technological equipment and landscaping is determined as a percentage of the cost of construction and installation work.

Construction area of \u200b\u200bthe object:

Building volume:

Cost:

construction and installation works (at the rate of 15 rubles per 1 m 3):

installation of plumbing equipment:

electrical work:

landscaping works:

Continuation of Table 2

6.2 List of determination of labor intensity of work and the need for machines and mechanisms

The normative basis for calculating labor costs is the GESN and TEP, according to which we determine the norms of time for each type of work. Labor costs for work, the volumes of which are measured in natural units, are determined by multiplying the time rate by the amount of work. Labor costs for work, the volumes of which are given in value terms - rubles, are determined by dividing the volume of work by the average output per person per day

Time rate, the time set for the manufacture of a unit of production or the performance of a certain amount of work by one or a group of workers of appropriate qualifications in certain organizational and technical conditions. The time rate is calculated in man-hours or man-days. The rate of time is inversely proportional to the rate of production.

Production rate, the number of units of products (or work) that must be manufactured (performed) per unit of time (hour, work shift, month) under certain organizational and technical conditions by one or a group of workers of appropriate qualifications. The production rate, depending on the type of work, can be expressed in pieces, units of measure of length, area, volume or weight.

Labor costs - this is the amount of time required by one person to perform a certain type of work (person / hour, person / day).

Labor intensity is the cost of working time for the production of a unit of output. In other words, labor intensity is the sum of labor costs.

All documents presented in the catalog are not their official publication and are intended solely for informational purposes. Electronic copies of these documents can be distributed without any restrictions. You can post information from this site to any other site.

GOST 21.101-93

INTERSTATE STANDARD

SYSTEM OF DESIGN DOCUMENTS FOR CONSTRUCTION

PRIMARY REQUIREMENTS
TO WORKING DOCUMENTATION

INTERSTATE SCIENTIFIC AND TECHNICAL COMMISSION
FOR STANDARDIZATION AND TECHNICAL REGULATION
IN CONSTRUCTION (MNTKS)

Foreword

VNESENMinstroy of Russia

2 ADOPTED by the Interstate Scientific and Technical Commission for Standardization and Technical Regulation in Construction on November 10, 1993

3 PUT INTO EFFECT from September 1, 1994 as a state standard of the Russian Federation by the Decree of the Ministry of Construction of Russia dated August 12, 1994 No. 18-12

3) equipment specifications in accordance with GOST 21.110;

4) statements and summary statements of material requirements in accordance with GOST 21.110 *;

5) statements and collections of statements of volumes of construction and installation work in accordance with GOST 21.110 *;

6) other documentation provided for by the relevant standards of the System of Design Documentation for Construction (SPDS);

7) estimate documentation according to the established forms *.

* Perform as needed.

2. BASIC REQUIREMENTS FOR WORKING DRAWINGS DESIGNED FOR PRODUCTION OF CONSTRUCTION AND INSTALLATION WORKS

2.1. Working drawings intended for the production of construction and installation works are combined into sets (hereinafter referred to as the main sets) by brands in accordance with the appendix.

2.2. The main set of working drawings of any brand can be divided into several main sets of the same brand according to any criterion with the addition of a serial number to it.

EXAMPLES: AC1; AC2; KZh1; KZh2.

2.3. Each main set of working drawings is assigned a designation, which includes the basic designation ** and the brand of the main set separated by a hyphen.

** Prior to the release of the corresponding classifier, the basic designation is assigned according to the system operating in the organization.

2.4. The main sets of working drawings include general data on working drawings, drawings and diagrams provided for by the relevant SPDS standards.

2.5. General data on working drawings

2.5.1. On the first sheets of each main set of working drawings, general data on working drawings are given, including:

1) list of working drawings of the main set in the form;

2) a list of reference and attached documents in the form;

3) a list of the main sets of working drawings in form;

4) a list of specifications (if there are several specifications for layouts in this main set) in form;

5) conventional symbols not established by state standards and whose values \u200b\u200bare not indicated on other sheets of the main set of working drawings;

6) general instructions;

7) other data provided for by the relevant SPDS standards.

LIST OF WORKING DRAWINGS OF THE MAIN SET

SPECIFICATION SHEET

Instructions for filling out the list of working drawings of the main set

In the list of working drawings of the main set indicate:

1) in the column "Sheet" - the serial number of the sheet of the main set of working drawings;

2) in the column "Name" - the name of the images placed on the sheet, in full accordance with the names given in the title block of the corresponding sheet;

3) in the column "Note" - additional information, for example, about the changes made to the working drawings of the main set.

Instructions for Completing the Specification Sheet

The specification sheet indicates:

1) in the column "Sheet" - the number of the sheet of the main set of working drawings, on which the specification is placed;

2) in the column "Name" - the name of the specification in full accordance with its name indicated on the drawing;

3) in the column "Note" - additional information, incl. about changes to the specifications.

STATEMENT OF MAIN SETS OF WORKING DRAWINGS.
STATEMENT OF REFERENCES AND ATTACHED DOCUMENTS

Instructions for filling out the list of basic sets of working drawings

The list of the main sets of working drawings indicate:

1) in the column "Designation" - the designation of the main set of working drawings and, if necessary, the name or distinctive index of the organization that issued the document;

2) in the column "Name" - the name of the main set of working drawings;

3) in the column "Note" - additional information, incl. about changes in the composition of the main sets of working drawings.

Instructions for completing the list of reference and attached documents

The list of reference and attached documents indicate:

1) in the column "Designation" - the designation of the document and, if necessary, the name or distinctive index of the organization that issued the document;

2) in the column "Name" - the name of the document in full accordance with the name indicated on the title page or in the title block;

3) in the column "Note" - additional information, incl. on changes made to the applicable documents.

APPENDIX 3
Mandatory

LIST OF ESKD STANDARDS WHICH REQUIREMENTS DO NOT CONTRACT WITH SPDS STANDARDS AND SUBJECT TO BE TAKEN INTO ACCOUNT WHEN IMPLEMENTING DESIGN DOCUMENTATION FOR CONSTRUCTION

GOST 21.508-93

Group Ж01

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTING THE WORKING DOCUMENTATION OF THE GENERAL PLANS OF ENTERPRISES, STRUCTURES AND HOUSING AND CIVIL OBJECTS

System of building design documents. Rules of fulfilment of working documentation of general layouts of enterprises, buildings and civil housing objects

ISS 01.110
OKSTU 0021

Date of introduction 1994-09-01

Foreword

1 DEVELOPED by Design Institute No. 2 (PI-2), Central Research and Design Institute for Methodology, Organization, Economics and Design Automation (TsNIIproekt), Design Institute Promstroyproekt, Central Research and Design Institute for Urban Planning (TsNIIPgradostroitelstvo)

INTRODUCED by Gosstroy of Russia

2 ADOPTED by the Interstate Scientific and Technical Commission for Standardization and Technical Regulation in Construction on November 10, 1993

Voted for the adoption of the standard:

3 INTRODUCED INTO ACTION since September 1, 1994 as a state standard of the Russian Federation by Resolution of the Gosstroy of Russia dated April 5, 1994 N 18-31

4 REPLACE GOST 21.508-85

5 REDISSION. March 2002


Amendment published in IMS No. 3, 2014

Corrected by the manufacturer of the database

1 area of \u200b\u200buse

1 area of \u200b\u200buse

This standard establishes the composition and rules for drawing up working documentation for master plans of enterprises, structures and housing and civil objects * for various purposes (hereinafter referred to as master plans).
_____________________
* Hereinafter, microdistricts, neighborhoods, groups of residential buildings and public buildings are considered as residential and civil objects.

2 Normative references

________________

See the note of the Federal State Unitary Enterprise "STANDARTINFORM"


This standard uses references to the following standards:

GOST 2.303-68 Unified system for design documentation. Lines

GOST 21.101-93 System of design documentation for construction. Basic requirements for working documentation

GOST 21.110-95 System of design documentation for construction. Rules for the implementation of the specification of equipment, products and materials

GOST 21.204-93 System of design documentation for construction. Conditional graphic symbols and images of elements of master plans and transport structures

GOST 21.510-83 System of design documentation for construction. Rules for the implementation of working drawings of railway tracks

GOST 21.511-83 * System of design documentation for construction. Rules for the implementation of working drawings of highways
________________
* The document is not valid on the territory of the Russian Federation. GOST R 21.1701-97 is in force, hereinafter in the text. - Note from the manufacturer of the database.

3 General

3.1 Working documentation for master plans is performed in accordance with the requirements of this standard, GOST 21.101 and other interrelated standards of the design documentation system for construction (SPDS).

3.2 The composition of the working documentation for the master plan includes:

- working drawings of the general plan (the main set of working drawings of the GP brand. When combined in one main set of working drawings of the general plan and transport structures, the main set of working drawings is assigned the GT mark);

- sketch drawings of general types of atypical products, structures, devices and small architectural forms (hereinafter - sketch drawings of general types of atypical products);

- bill of material requirements - according to GOST 21.110 *;

- list of volumes of construction and installation works - according to GOST 21.110 *;
________________
* Executed if there are instructions in the contract for the design work.

3.3 The main set of working drawings of the master plan include:

- general data on working drawings;

- center plan;

- relief organization plan;

- plan of earth masses;

- a consolidated plan of engineering networks;

- a plan for the improvement of the territory;

- remote elements (fragments, nodes) in accordance with GOST 21.101 *.
___________________
* Perform with high saturation of images.

3.4 Working drawings of the main set are performed on the engineering and topographic plan (except for the drawing of the plan of earth masses).

It is allowed to carry out a breakdown plan, a master plan of engineering networks and a plan for the improvement of the territory without drawing contour lines of the terrain.

3.5 The contours of the designed buildings and structures are applied to the plan according to the architectural and construction working drawings, taking the coordination axes of buildings and structures aligned with the inner edges of the walls.

When the distance from the outer face of the wall of a building, structure to the coordination axis in the image scale exceeds the thickness of the contour line, the latter is referred from the coordination axis to the corresponding distance () in accordance with Figure 1.

3.6 Plans of working drawings are placed with the long side of the conditional border of the territory along the long side of the sheet, while the northern part of the territory should be at the top. Allowed deviation of orientation to the north within 90 ° to the left or right. Plans located on different sheets are executed with the same orientation.

3.7 With low saturation of images, it is allowed to combine several different plans into one with the assignment of an appropriate name to it.

Example - "Layout plan and relief organization plan", "Terrain and earth masses organization plan".

3.8 With a high saturation of the images of the territory improvement plan, it is allowed to carry out several plans by type of work with the assignment of an appropriate name to each plan.

Example - "Landscaping plan", "Plan of arrangement of small architectural forms", "Plan of driveways, sidewalks, paths and sites".

3.9 It is allowed to divide the plan into several sections, placing them on separate sheets. In this case, on each sheet, where a section of the plan is shown, a diagram of the whole plan is given, broken down into sections, the numbers of the sheets on which they are located are indicated, and the hatch marks the section shown on this sheet.

3.10 Working drawings of general plans are allowed to be released in stages - by developments as the corresponding working drawings of buildings, structures of the projected enterprise or housing and civil object are completed.

In this case, each development is drawn up as of a certain date with the appropriate additions to working drawings. The next development is not considered and is not formalized as a change.

Developments are assigned serial numbers.

3.11 In the next development, the main inscription is supplemented on the left with columns 10-13 in accordance with GOST 21.101 in accordance with Figure 2.

Above the main inscription is placed a list of the development of the drawing: for the layout plan, relief organization plans, earth masses and landscaping - in form 1, for the master plan of engineering networks - in form 2.

Examples of design of development sheets are given in Appendices A and B.

3.12 Images in the drawings of the master plan are performed with lines in accordance with GOST 2.303:

- solid thick main ones - the contours of the projected buildings and structures (except for buildings and structures on the plan of earth masses), the "red" line, design contours with marks in multiples of 0.50 and 1.00 m;

- dashed thin - lines of "zero" works and a break in the design relief;

The dash-dotted line is very thick with two dots - the conditional border of the territory of the projected enterprise, building, structure;

- solid thin - projected buildings, structures on the plan of earth masses and all other elements of the master plan.

3.13 Plans of working drawings are made on a scale of 1: 500 or 1: 1000, fragments of plans - on a scale of 1: 200, nodes - on a scale of 1:20.

It is allowed to execute plans on a scale of 1: 2000, units - on a scale of 1:10.

The scale of the image is indicated in the title block after the name of the image.

If several images are placed on the sheet, made in different scales, then the scales indicate the drawing field under the name of each image.

3.14 The system of elevation marks adopted in the working drawings of general plans must correspond to the system of elevations adopted on the engineering and topographic plan.

3.15 Dimensions, coordinates and elevations are indicated in meters with an accuracy of two decimal places.

3.16 The magnitude of the angles is indicated in degrees with an accuracy of one minute, and, if necessary, to one second.

3.17 The value of the slopes is indicated in ppm without designation of the unit of measurement.

The steepness of the slopes is indicated as the ratio of the unit of the slope height to the horizontal position.

3.18 The main conventional graphic symbols and images of the elements of the master plan and transport structures are taken in accordance with GOST 21.204.

Small architectural forms (for example, gazebos, awnings, fountains, sculptures, pergolas, etc.) and other structures, products, devices (for example, benches, urns, etc.) are performed in a simplified manner on the scale of the drawing or conventional graphic symbols.

3.19 When executing working drawings of the master plan, the serial numbers of buildings and structures (including fences, retaining walls, overpasses, galleries, tunnels) are taken, as a rule, according to the master plan developed at the previous design stages.

Drainage structures (ditches, trays, pipes) are assigned independent serial numbers.

When combined in one main set of drawings of the general plan and transport structures, the railway tracks and highways are assigned independent serial numbers.

It is allowed not to assign serial numbers to roads and drainage structures. In this case, their coordinates are indicated on the plan.

3.20 On the plans (except for the plan of earth masses), an explication of buildings and structures in form 3 (for general plans of industrial enterprises) or a statement of residential and public buildings and structures in form 4 (for general plans of housing and civil objects) is given. Explication or a list of buildings and structures is allowed to be given on the general data sheet according to working drawings.

3.21 In the columns of the explication of buildings and structures, indicate:



- in the column "Name" - the name of the building, structure;

- in the column "Coordinates of the grid square" - the coordinates of the lower left corner of the square of the building geodetic grid, within which its number is marked on the image of the building and structure (if necessary).

An example of the design of the explication of buildings and structures is given in Appendix B.

3.22 In the columns of the statement of residential and public buildings and structures, indicate:

- in the column "Number on the plan" - the number of the building, structure;

- in the column "Name and designation" - the name of the building, structure, indicating the designation of an individual or typical project, project according to the catalog;

- in other columns - data in accordance with their names.

An example of drawing up a statement of residential and public buildings and structures is given in Appendix D.

4 General data on working drawings

General data on working drawings are performed in accordance with GOST 21.101, taking into account the following changes and additions:

- the specification sheet is not fulfilled;

- in general instructions, in addition to the information provided for by GOST 21.101, designations and names of documents are given that are the basis for the development of working drawings of the master plan (for example, materials for engineering-geodetic and engineering-geological surveys), the adopted coordinate system and elevations.

5 Breakout plan

5.1 On the breakdown plan (plan for the location of buildings and structures), apply and indicate:

a) a construction geodetic grid or a grid base that replaces it, and for housing and civil objects, in addition, an urban geodetic grid, which should cover the entire plan;

b) the "red" line separating the territory of the highway, street, driveway and square from the territory intended for building;

c) fences with gates and wickets or a conditional border of the territory. If the fence coincides with the "red" line or with the conditional border of the territory, then only the fence is applied with a corresponding explanation in the drawing;

d) wells and pits for engineering and geological surveys, not indicated on the engineering and topographic plan;

e) buildings and structures, incl. communications (overpasses, tunnels);

f) production and storage sites;

g) motor roads and road surfaces;

i) railway tracks;

j) improvement elements (sidewalks, sports and recreation areas);

k) elements and structures of the planned relief (slopes, retaining walls, ramps);

m) drainage facilities;

m) North direction indicator with an arrow with the letter "C" at the tip (in the upper left corner of the sheet).

5.2 The layout plan is performed with a coordinate or dimensional reference.

5.3 The construction geodetic grid is applied to the entire alignment plan in the form of squares with sides of 10 cm.

The origin of coordinates is taken in the lower left corner of the sheet.

The axes of the construction geodetic grid are denoted by Arabic numerals corresponding to the number of hundreds of meters from the origin, and capital letters of the Russian alphabet.

Examples of

1 0A (origin); 1A; 2A; 3A - horizontal axes;

2 0B (origin); 1B; 2B; 3B - vertical axes.

In the drawings, carried out at a scale of 1: 500, the axes of the construction geodetic grid are designated in accordance with the given examples.

Examples of

1 0A (origin); 0A + 50; 1A; 1A + 50; 2A; 2A + 50 - horizontal axes;

2 0B (origin); 0B + 50; 1B; 1B + 50; 2B; 2B + 50 - vertical axes.

It is allowed, if necessary, to use negative values \u200b\u200bfor the axes of the construction geodetic grid.

Examples of

1 0A (origin); 0A-50; -1A; -1A-50; -2A; -2A-50 - horizontal axes;

2 0B (origin); 0B-50; -1B; -1B-50; -2B; -2B-50 - vertical axes.

It is allowed to preserve the previously adopted designations of the axes of the construction geodetic grid during the expansion, reconstruction and technical re-equipment of existing enterprises.

5.4 Dimensional reference is carried out from the center base.

The stakeout basis can be any straight line passing through two points fixed on the ground, which are designated by capital letters of the Russian alphabet.

Example - A; B.

5.5 Buildings and structures on the plan are applied to the scale of the drawing, indicating the openings of the gates and doors, extreme axes and, if necessary, the coordinates of the axes of the gates or the binding of the gates to the coordination axes of the building.

5.6 Inside the building (structure) contour indicate:

a) the number of the building, structure in the lower right corner;

b) an absolute elevation corresponding to the conditional zero elevation adopted in the construction working drawings of a building, structure, which is placed on the shelf of the leader line and denoted with a sign (for housing and civil objects - if necessary).

5.7 On the contour of the building, structure indicate:

a) the coordinates of the points of intersection of the coordination axes of a building, a structure in its two opposite corners, and with a complex configuration of a building, structure or its location not parallel to the axes of the building geodetic grid - in all corners, for centric structures - the coordinates of the center and one characteristic point, and diameter, for linear structures - the coordinate of the axis or coordinates of the beginning and end of individual sections;

b) the dimensional binding of the coordination axes of the building, structure to the alignment base and the dimensions of the building, structure between the axes in the absence of a building geodetic grid;

c) designation of the coordination axes of a building, structure at coordinated points.

5.8 Around the outline of the building, structures show the blind area and access ramps, external staircases and landings at the entrances.

5.9 On the breakdown plan in the parts of motor roads, apply and indicate:

a) railway crossings;

b) transport interchanges;

c) coordinates or bindings of road axes and, if necessary, their numbers;

d) the width of highways;

e) radii of curves along the edge of the carriageway of motor roads at the points of their mutual intersection and abutment;

f) slopes of embankments and excavations (if necessary).

5.10 In the absence of the main set of working drawings for highways (grade AD), the breakdown plan is performed taking into account the requirements of GOST 21.511.

5.11 On the breakdown plan in the part of the railway tracks, apply and indicate:

a) track number;

b) turnouts;

c) stops;

d) slopes of embankments and excavations (if necessary).

5.12 In the absence of the main set of working drawings of railway tracks (grade ПЖ), the breakdown plan is carried out taking into account the requirements of GOST 21.510. At the same time, the bottom marks and the magnitude of the slopes of drainage structures and slope indicators do not indicate.

5.13 On the breakdown plan, a list of drainage structures is given in form 5.

An example of drawing up a statement of drainage structures is given in Appendix D.

5.14 An example of drawing up a gridded plan of a manufacturing enterprise with a coordinate reference is given in Appendix E.

6 Terrain organization plan

6.1 The relief organization plan is carried out on the basis of the alignment plan without indicating and plotting the coordination axes of buildings and structures, coordinates, dimensions and dimensional references.

6.2 On the relief organization plan, apply and indicate:

a) absolute elevations within the contour of buildings and structures, in accordance with 5.6 (item b);

b) design marks and slope indicators along the "red" lines;

c) design contours or design elevations of the control points of the layout indicating the direction of the slope of the design relief;

d) marks of the bottom and top of slopes, stairs, retaining walls, ramps;

e) marks of the bottom in the places of fractures of the longitudinal profile, the direction and magnitude of the slopes of the drainage structures;

f) storm inlet gratings at low points of the design relief with elevations of the top of the gratings;

g) design marks of the layout and actual marks of the terrain along the outer contour of the blind area in the corners of buildings and structures or, in the absence of blind areas, the indicated marks at the intersection of the outer edges of the walls with relief in the corners of buildings and structures - in the form of a fraction with the design mark in the numerator and actual - in the denominator;

i) design marks of the layout and actual marks of the terrain relief (if necessary) along the top of the sites for various purposes at the intersection of their edges with relief at the corners and at characteristic points;

j) fracture lines of the design relief - when fulfilling the plan in the design elevations of the control points of the layout;

k) the direction of the slope of the design relief by bergstrikami - when the plan is executed in the design contours and arrows - when the plan is executed in the design elevations.

6.3 On the relief organization plan, in the part of highways, apply and indicate:

a) design horizons - when the plan is executed in the design horizons;

b) the contours of the transverse profile of highways - when fulfilling the plan at the design marks;

c) break points of the longitudinal profile with design marks;

d) slope indicators along the axis of the carriageway of motor roads;

e) drainage structures - cuvettes, trays with bottom marks at the points of fractures of the longitudinal profile and the size of the slopes of the bottom of the structures;

f) rain inlet gratings at low points of the longitudinal profile with marks on the top of the gratings.

6.4 On the relief organization plan, in terms of railway tracks, apply and indicate:

a) slope indicators;

b) marks of the bottom of drainage structures in places of fractures of the longitudinal profile and the values \u200b\u200bof the slopes of the bottom of structures

6.5 The relief organization plan should, as a rule, be carried out in the design horizons.

6.6 When fulfilling the plan for organizing the relief in the design horizons, they are carried out with a relief section every 0.10 or 0.20 m throughout the entire planned territory (earth surface, highways, sites). It is allowed on areas with a uniform relief slope to apply design contours with a relief section every 0.50 m.

The elevations of the design contours are inscribed from the side of the elevation of the relief. The elevations of the design contour lines, multiples of 1.00 m, are indicated in full, intermediate ones are given in the form of an integer corresponding to two decimal places.

6.7 When executing the relief organization plan at the design elevations of the layout control points, the following are usually taken as control points:

a) corners of buildings, structures and sites;

b) elevated and lowered points of the design relief;

c) intersection of the axes of highways;

d) break points of the longitudinal profile of highways and railways.

6.8 On the relief organization plan, design marks of entry and exit along the bottom of pipes and sleep trays, as well as marks of turning points along the bottom of drainage ditches and trays are indicated. On the shelf of the leader lines of drainage ditches and trays, their abbreviated name is given.

Examples of

1 D.L. - the bottom of the tray;

2 D. to. - the bottom of the ditch.

6.9 Examples of the design of relief organization plans in the design contours and design elevations of the control points of the layout are given in Appendices G and I.

7 Plan of earth masses

7.1 The calculation of the volumes of earth masses is performed, as a rule, by the square method.

It is allowed to fulfill the plan of earth masses using other methods. The content and form of the plan is determined by the method of calculating the volume of earth masses and the conditions of work.

7.2 On the plan of earth masses, apply and indicate:

a) a construction geodetic grid or a grid basis replacing it;

b) a grid of squares for calculating the volume of earth masses with design, actual and working marks in the corners of the squares, a line of "zero" works with the allocation of the area of \u200b\u200bthe recesses by hatching at an angle of 45 ° to the base of the grid and indicating the volume of earth masses within each square or other figure, formed by the contour of the layout;

c) buildings and structures;

d) fencing or conditional border of the territory;

e) slopes, retaining walls.

7.3 A grid of squares, as a rule, is inscribed in a construction geodetic grid, taking a side of a square equal to 20 m. It is allowed to tie a grid of squares to a "red" line or to a set-up base, as well as use a grid of squares with sides equal to 10, 25, 40 or 50 m, depending on the nature of the relief and ensuring the required accuracy of calculating the volume of earth masses.

It is allowed, depending on the configuration of the planned territory, to use figures other than a square to calculate the volume of earth masses. In these cases, the dimensions of the figures are indicated in the drawing.

7.4 Under each column of the squares of the plan of earth masses, a table is given in form 6, in the corresponding columns of which the total volumes of the embankment and excavation are indicated by the column of squares, and in the rows of total volumes on the right - the total volumes of the embankment and excavation throughout the planned territory.

7.5 In the case of occurrence within the planned territory of soils to be removed (fertile soil layer, peat, soil unsuitable as the foundation of buildings, structures), before the development of a plan of earth masses for the entire territory, a soil removal plan is carried out within the contour of occurrence of soils to be removed , making it similar to the plan of the earth masses.

On the soil removal plan, the design marks are taken as the marks of the bottom of the soil to be removed, which, upon subsequent execution of the plan of earth masses, are considered as actual marks.

If there are dissimilar soils on the construction site, it is allowed to execute plans for each type of soil, assigning an appropriate name to the drawing.

Examples of

1 "Plan of earth masses. Removal of construction waste";

2 "Plan of earth masses. Development of rocky soils".

If soils to be removed are buried in a layer of the same thickness, the removal plan may not be followed. In this case, the marks of the bottom of the soils to be removed are taken as the actual marks for the plan of earth masses, and the calculated volume of the removed soils is entered into the corresponding lines and columns of the statement in form 7.

7.6 On the plan of earth masses, give:

a) statement of volumes of earth masses in form 7;

b) textual instructions on the need to adjust the working marks in the places where lawns are arranged, troughs under the clothes of roads, platforms and the superstructure of railway tracks.

7.7 Examples of the design of the plan of earth masses and the list of volumes of earth masses are given in Appendices K and L. The examples are developed for the case of performing a vertical planning before the start of the construction of buildings and structures.

8 Master plan of engineering networks

8.1 The master plan of engineering networks is carried out on the basis of a breakdown plan, but without absolute elevations of buildings, structures, gate binding and designation of the coordination axes of buildings, structures.

If necessary, the outer contours of the foundations of the designed and existing buildings and structures are applied on the plan.

On the images of roads and railways, only coordinates or bindings of their axes are indicated.

Engineering networks are performed with conventional graphic symbols in accordance with GOST 21.204.

8.2 On the summary plan of engineering networks, apply and indicate:

a) communication facilities for laying networks;

b) underground, ground and above ground networks;

c) storm grates, supports and racks of communication structures.

8.3 Engineering networks are applied according to the working drawings of the corresponding main sets with a coordinate or linear reference of the network axis at each characteristic section, with an image of expansion joints, niches, wells, chambers and indicating their designations.

8.4 An example of the design of a master plan of engineering networks is given in Appendix M.

9 Landscaping plan

9.1 The land improvement plan is carried out on the basis of a breakdown plan without indicating the coordination axes, coordinates and dimensional references, absolute marks of buildings, structures.

On images of roads and railways, if necessary, indicate only the coordinates or bindings of their axes.

9.2 On the territory improvement plan, apply and indicate:

a) sidewalks, paths and their width;

b) sites for various purposes and their sizes;

c) small architectural forms and portable products of recreation areas;

d) trees, shrubs, flower beds, lawns.

9.3 Improvement elements are tied to the outer edges of the walls of buildings, structures, "red" lines, roads or railways.

For the row planting of trees and shrubs, the size reference of the row is given.

9.4 In case of a complex configuration of paths, when trees and bushes are located in free groups, instead of a dimensional reference, it is allowed to apply on the sites of their location an auxiliary grid of squares with sides equal to 5-10 m, with reference to it roads and railways.

9.5 Improvement elements are assigned reference designations. Positional designations of small architectural forms and portable products are indicated on the leader line in circles with a diameter of 6 mm. The designation of landscaping elements is indicated on the leader line in circles with a diameter of 8-12 mm in the form of a fraction: in the numerator - the positional designation of the breed or type of planting, in the denominator - their number or area (for flower beds).

9.6 On the territory improvement plan, the following are given:

a) a list of small architectural forms and portable products in form 8, an example of the design of which is given in Appendix H;

b) a list of landscaping elements according to Form 9, an example of the design of which is given in Appendix P;

c) a list of sidewalks, paths and platforms in form 10, an example of the design of which is given in Appendix P; (Figure P.1);

d) cuts, sections and nodes of sidewalks, paths and platforms. An example of the design of sections of sidewalks, paths and platforms is given in Appendix C;

e) a list of roads, entrances and driveways in accordance with GOST 21.511 (form 1) - for housing and civil objects, an example of the design of which is given in Appendix P (Figure P.2);

f) appropriate textual instructions, for example, on the conditions for planting trees and shrubs, arrangement of flower beds and lawns, etc.

9.7 It is allowed to place the statements specified in 9.6 on the general data sheet.

9.8 Examples of the design of the improvement plan, performed by type of work, are given: in Appendix T - "Landscaping plan"; in Appendix Y - "Plan for the location of small architectural forms and portable products"; in Appendix F - "Plan of driveways, sidewalks, paths, sites".

10 Sketch drawings of general views of non-standard products

10.1 A sketch drawing defines the design of a non-standard product, contains a simplified image, basic parameters and technical requirements for the product in the amount of initial data (buildings) required for the development of design documentation.

10.2 Sketch drawings are developed for products (structures, devices) in the absence of their serial production, standard drawings (documentation of mass use), standards or other documents for these products.

10.3 A separate sketch drawing is made for each non-standard product. The exception is a group of products that have common design features, for which it is allowed to perform a group sketch drawing.

10.4 A sketch drawing is assigned an independent designation consisting of the designation of the main set of working drawings in accordance with GOST 21.101, through the cipher point H and the serial number of the sketch drawing.

Example - 2345-11-GP.H1; 2345-11-GP.H2.

Note - the distance from the inner edge of the contour of a building, structure to the coordination axis

Picture 1

Figure 2

Form 1

Drawing development sheet

List of developments of the master plan of engineering networks

Form 3

Explication of buildings and structures

List of residential and public buildings and structures

List of drainage facilities

To the plan of the earth masses

Graph width; - number of columns

Note - The width and number of columns and their number should correspond to the grid of squares of the plan of earth masses.

Form 7

List of volumes of earth masses

Notes

2 The second line of the head of the table is provided for the name of the territory for which the data are given.


Example - "Pre-factory area", "Residential development". The number of allocated parts of the territory is specified according to the design data.

List of small architectural forms and portable products

Form 9

Greenery items list

Form 10

List of sidewalks, paths and sites

Appendix A (reference). An example of the design of a drawing development sheet

Appendix A
(reference)

An example of the design of a drawing development sheet

Appendix B (reference). An example of drawing up a statement of the development of a master plan of engineering networks

Appendix B
(reference)

An example of drawing up a statement of the development of a master plan of engineering networks

Note - An example of a statement is given for grid coordinates.

Appendix B (reference). An example of the design of the explication of buildings and structures

Appendix B
(reference)

An example of the design of the explication of buildings and structures

Appendix D (reference) An example of registration of a statement of residential and public buildings and structures

Appendix D (reference) An example of drawing up a statement of drainage structures

Appendix E (informative) Example of a layout plan

Appendix G (reference) An example of drawing up a relief organization plan in design horizons

Appendix I (reference) An example of drawing up a relief organization plan in design elevations

Appendix K (reference) An example of a plan of earth masses

Appendix L (reference) An example of drawing up a statement of volumes of earth masses

(Amendment. IUS N 3-2014).

Appendix M (reference) An example of a master plan for engineering networks

Appendix H (informative) An example of the design of a statement of small architectural forms and portable products

Appendix P (reference) An example of the design of a list of landscaping elements

Appendix Р (reference) An example of registration of a list of sidewalks, paths and sites; An example of drawing up a list of roads, entrances and driveways

Appendix P
(reference)

An example of the design of a list of sidewalks, paths and sites

Figure P.1

An example of drawing up a list of roads, entrances and driveways

Figure P.2

Appendix C (reference) An example of the design of sections of sidewalks, paths and platforms

Appendix T (informative). An example of a landscaping plan

Appendix T
(reference)

An example of a landscaping plan

Appendix U (reference) An example of the design of the layout plan for small architectural forms and portable products

Appendix F (reference) An example of a plan of driveways, sidewalks, paths, sites

NOTE FSUE "STANDARTINFORM"

GOST 21.101-93 replaced by GOST 21.101-97 Basic requirements for design and working documentation;

GOST 21.510-83 was replaced by GOST R 21.1702-96 System of design documentation for construction. Rules for the implementation of working documentation for railway tracks (valid only on the territory of the Russian Federation);

GOST 21.511-83 was replaced by GOST R 21.1701-97 System of design documentation for construction. Rules for the implementation of working documentation for highways (valid only on the territory of the Russian Federation)

Electronic text of the document
prepared by Kodeks JSC and verified by:
official publication
M .: Standartinform, 2008
(as of March 2008)

Document revision taking into account
changes and additions prepared
JSC "Codex"