GOST 21.508-93

INTERSTATE STANDARD

SYSTEM OF DESIGN DOCUMENTS FOR CONSTRUCTION

RULES FOR EXECUTION OF WORK
DOCUMENTATION OF MASTER PLANS
ENTERPRISES, STRUCTURES AND
HOUSING AND CIVIL FACILITIES

INTERSTATE SCIENTIFIC AND TECHNICAL COMMISSION FOR STANDARDIZATION AND TECHNICAL REGULATION IN CONSTRUCTION

Preface

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

INTRODUCED by the State Construction Committee of Russia

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

Namestates	Name of the state construction management body
The Republic of Azerbaijan	State Construction Committee of the Azerbaijan Republic
Republic of Armenia	State architecture of the Republic of Armenia
Republic of Belarus	Gosstroy of the Republic of Belarus
The Republic of Kazakhstan	Ministry of Construction of the Republic of Kazakhstan
Republic of Kyrgyzstan	Gosstroy of the Kyrgyz Republic
Russian Federation	Gosstroy of Russia
The Republic of Tajikistan	State Construction Committee of the Republic of Tajikistan
	Ministry of Construction and Architecture of Ukraine

3 INSTEAD GOST 21.508-85

	An example of a drawing development sheet
	An example of drawing up a development sheet for a consolidated plan for utility networks
	Example of design of explication of buildings and structures
	Example of registration of a statement of residential and public buildings and structures
	An example of drawing up a statement of drainage structures
	An example of a layout plan
	In design horizontals
	An example of a plan for organizing the relief in design marks
	An example of an earth mass plan
	An example of preparing a statement of volumes of earth masses
	An example of a master plan for utility networks
	Example of registration of a list of small architectural forms and portable products
	An example of a list of landscaping elements
	An example of registration of a list of sidewalks, paths, platforms and roads, entrances and driveways
	An example of the design of sections of sidewalks, paths and platforms
	Example of a landscaping plan
	An example of a layout plan for small architectural forms and portable products
	An example of designing a plan for driveways, sidewalks, paths, platforms

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTATION OF WORKING DOCUMENTATION OF MASTER PLANS OF ENTERPRISES AND STRUCTURES
AND HOUSING AND CIVIL FACILITIES

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

Date of introduction 1994-09-01

1 AREA OF USE

This standard establishes the composition and rules for the preparation of working documentation for master plans of enterprises, structures and housing and civil facilities* for various purposes (hereinafter referred to as master plans).

* Hereinafter, microdistricts, blocks, groups of residential buildings and public buildings are considered as residential and civil objects.

2 REGULATORY REFERENCES

** Performed with high image saturation.

3.4 Working drawings of the main set are carried out on an engineering topographical plan (except for the drawing of the earth mass plan).

It is allowed to carry out a layout plan, a consolidated plan of utility networks and a plan for landscaping the territory without drawing contour lines of the terrain.

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

When the distance from the outer edge of the wall of a building or structure to the coordination axis on the image scale exceeds the thickness of the contour line, the latter is related to the corresponding distance from the coordination axis ( L) in accordance with .

3.6 Working drawing plans place 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. North orientation deviation is allowed within 90° to the left or right. Plans located on different sheets are carried out with the same orientation.

3.7 If the image saturation is low, it is allowed to combine several different plans into one and assign it the appropriate name.

Example - “Layout plan and relief organization plan”, “Relief and earth mass organization plan”.

3.8 If there is a high saturation of images of the territory improvement plan, it is allowed to carry out several plans by type of work, assigning each plan a corresponding name.

Example - “Landscaping plan”, “Plan for the location of small architectural forms”, “Plan of driveways, sidewalks, paths and platforms”.

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 section shown on this sheet is indicated by hatching.

3.10 Working drawings of general plans may be released in stages - by development as the corresponding working drawings of buildings, structures of the designed enterprise or housing and civil facility are completed.

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

Developments are assigned serial numbers.

3.11 During the next development, the main inscription is supplemented on the left with columns 10-13 according to GOST 21.101 in accordance with.

A list of drawing developments is placed above the main inscription: for the alignment plan, plans for organizing the relief, earth masses and landscaping of the territory - according to, for the consolidated plan of utility networks - according to.

Examples of designing development sheets are given in and.

3.12 Images on the master plan drawings are made with lines in accordance with GOST 2.303:

Solid thick main ones - the contours of the designed buildings and structures (except for buildings and structures on the earth mass plan), the “red” line, the design contours with marks that are multiples of 0.50 and 1.00 m;

Thin dashed line - the line of “zero” work and a break in the design relief;

A very thick dash-dotted line with two dots - the conventional boundary of the territory of the designed enterprise, building, structure;

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

3.13 Plans of working drawings are carried out 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 carry out plans on a scale of 1:2000, components - 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 a sheet, made at different scales, then the scales indicate the field of the drawing under the name of each image.

3.14 The system of elevations adopted in the working drawings of general plans must correspond to the system of elevations adopted on the engineering 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, up to one second.

3.17 The magnitude of the slopes is indicated in ppm without indicating the unit of measurement. The steepness of slopes is indicated as the ratio of the unit height of the slope to the horizontal position.

3.18 Basic graphic symbols and images of elements of the master plan and transport structures are adopted in accordance with GOST 21.204.

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

3.19 When making 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 stages of design.

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

When combining master plan drawings and transport structures into one main set, railway tracks and roads 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) there is an explication of buildings and structures according to (for master plans of industrial enterprises) or a list of residential and public buildings and structures according to (for master plans of housing and civil facilities). It is allowed to provide an explication or list of buildings and structures on a sheet of general data based on working drawings.

3.21 In the explication columns of buildings and structures indicate:

In the column “Number on the plan” - the number of the building, structure;

In the “Name” column - the name of the building or structure;

In the column “Coordinates of the grid square” - the coordinates of the lower left corner of the square of the construction geodetic grid, within which its number is indicated on the image of the building and structure (if necessary).

An example of the design of explications of buildings and structures is given in.

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 standard project, a catalog project;

The remaining columns contain data in accordance with their names.

An example of preparing a list of residential and public buildings and structures is given in.

4 GENERAL DATA ON WORKING DRAWINGS

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

The specification sheet is not followed;

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

5 LAYOUT PLAN

5.1 On the layout plan (plan of the location of buildings and structures) the following is drawn and indicated:

a) a construction geodetic grid or a subdivision base replacing it, and for residential and civil facilities, in addition, an urban geodetic grid, which must cover the entire plan;

b) the “red” line separating the territory of the highway, street, driveway and square from the territory intended for development;

c) fences with gates and wickets or a conventional boundary 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 the corresponding explanation on the drawing;

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

e) buildings and structures, including communications (overpasses, tunnels);

f) production and storage sites;

g) highways and paved areas;

i) railway tracks;

j) landscaping elements (sidewalks, sports and recreational areas);

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

l) drainage structures;

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 carried out with coordinate or dimensional reference.

5.3 The construction geodetic grid is applied to the entire layout 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 designated by Arabic numerals, corresponding to the number of hundreds of meters from the origin, and by capital letters of the Russian alphabet.

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

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

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

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 ​​of the axes of the construction geodetic grid.

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.

When expanding, reconstructing and technically re-equipping existing enterprises, it is allowed to retain the previously accepted designations of the axes of the construction geodetic grid.

5.4 Dimensional reference is carried out from the alignment basis.

The alignment 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 drawn to the scale of the drawing, indicating the openings of gates and doors, extreme axes and, if necessary, the coordinates of the gate axes or linking the gates to the coordination axes of the building.

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

5.14 An example of drawing up a layout plan of a production enterprise with coordinate reference is given in.

6 RELIEF ORGANIZATION PLAN

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

6.2 On the relief organization plan the following is drawn and indicated:

a) absolute marks inside the contour of buildings and structures, in accordance with (listing b);

b) design marks and grade indicators along the “red” lines;

c) design contours or design marks of planning reference points indicating the direction of the slope of the design relief;

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

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

f) rainwater inlet gratings at low points of the design topography with marks for the top of the gratings;

g) design planning marks and actual terrain marks along the outer contour of the blind area in the corners of buildings and structures or, in the absence of a blind area, the indicated marks at the intersection of the outer edges of the walls with the 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 planning marks and actual terrain marks (if necessary) along the top of sites for various purposes at the intersection of their edges with the relief at the corners and at characteristic points;

j) fracture lines of the design relief - when implementing the plan at the design elevations of the planning reference points;

k) the direction of the slope of the design relief with berg strokes - when executing the plan in design contours and arrows - when executing the plan in design elevations.

6.3 On the relief organization plan, in terms of highways, the following is drawn and indicated:

a) design contours - when implementing the plan in design contours;

b) the contours of the transverse profile of highways - when implementing the plan at design elevations;

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

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

e) drainage structures - ditches, trays with bottom marks in places of fractures of the longitudinal profile and the magnitude of the slopes of the bottom of the structures;

f) rainwater 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 part of the railway tracks, the following is drawn and indicated:

a) inclination indicators;

b) marks of the bottom of drainage structures in places of fractures of the longitudinal profile and the magnitude of the slopes of the bottom of the structures.

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

6.6 When implementing a plan for organizing the relief in design contours, they are carried out with a relief section every 0.10 or 0.20 m throughout the entire planned territory (ground surface, roads, sites). It is allowed in areas with a uniform slope of the relief to draw design horizontal lines with a relief section every 0.50 m.

Markings of design contours are inscribed from the side of increasing relief. Design contour elevations that are multiples of 1.00 m are indicated in full; intermediate elevations are given in the form of an integer corresponding to two decimal places.

6.7 When implementing a relief organization plan at the design elevations of the planning reference points, the following are usually taken as reference points:

a) corners of buildings, structures and sites;

b) high and low points of the design relief;

c) intersection of highway axes;

d) turning points of the longitudinal profile of roads and railways.

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

1 D.l. - bottom of the tray;

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

6.9 Examples of the design of relief organization plans in design contours and design elevations of planning reference points are given in and respectively.

7 EARTH MASS PLAN

7.1 Calculation of volumes of earth masses is carried out, as a rule, using the square method.

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

7.2 On the plan of earth masses the following is applied and indicated:

a) a construction geodetic grid or a subdivision base 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 highlighting the area of ​​excavations 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 outline of the layout;

c) buildings and structures;

d) fencing or conditional boundary of the territory;

e) slopes, retaining walls.

7.3 The grid of squares, as a rule, is included in the construction geodetic grid, taking the side of the square equal to 20 m. It is allowed to link the grid of squares to the “red” line or to the alignment basis, as well as the use of 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 in 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 squares of the earth mass plan, a table is given in Form 6, in the corresponding columns of which the total volumes of embankment and excavation are indicated in the column of squares, and in the lines of total volumes on the right - the total volumes of embankment and excavation throughout the entire planned territory.

7.5. In case of occurrence of soils to be removed within the planned territory (fertile soil layer, peat, soil unsuitable as the foundation of buildings, structures), before developing an earth mass plan for the entire territory, a soil removal plan is carried out within the boundaries of the soils to be removed, drawing it up similarly to the plan of earth masses.

On the soil removal plan, the design marks are taken to be the marks of the bottom of the soil to be removed, which are considered as actual marks during the subsequent implementation of the earth mass plan.

If there are heterogeneous soils on the construction site, it is allowed to carry out plans for each type of soil, assigning the corresponding name to the drawing.

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

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

If the soil to be removed lies in a layer of the same thickness, the soil removal plan may not be carried out. In this case, the actual marks for the plan of earth masses are taken to be the marks of the bottom of the soil to be removed, and the calculated volume of soil to be removed is entered into the corresponding lines and columns of the statement according to.

7.6 On the plan of earth masses the following is given:

a) statement of volumes of earth masses according to;

b) text instructions on the need to adjust working marks in places where lawns are installed, troughs for roads, platforms and the upper structure of railway tracks.

7.7 Examples of drawing up a plan of earth masses and a statement of volumes of earth masses are given in and respectively. The examples are developed for the case of performing vertical planning before the construction of buildings and structures begins.

8 MASTER PLAN OF ENGINEERING NETWORKS

8.1 The master plan of utility networks is carried out on the basis of a layout plan, but without absolute marks of buildings, structures, gate references and designations of the coordination axes of buildings and structures.

If necessary, the external contours of the base of the foundations of designed and existing buildings and structures are drawn on the plan.

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

Utility networks are carried out using conventional graphic symbols in accordance with GOST 21.204.

8.2 On the summary plan of utility networks, the following is plotted and indicated:

a) communication structures for laying networks;

b) underground, ground and overhead networks;

c) rainwater gratings, supports and racks of communication structures.

8.3 Utility networks are drawn according to the working drawings of the corresponding main sets with a coordinate or linear reference to the network axis at each characteristic section, with images of compensators, niches, wells, chambers and indicating their designations.

8.4 An example of the design of a consolidated plan for utility networks is given in.

9 TERRITORY IMPROVEMENT PLAN

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

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

9.2 On the territory improvement plan the following shall be drawn and indicated:

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 Landscaping elements are tied to the outer edges of the walls of buildings (structures, “red” lines, roads or railway tracks.

For row planting of trees and shrubs, the row dimensions are given.

9.4 With a complex configuration of paths, when trees and shrubs are located in loose groups, it is allowed, instead of dimensional reference, to apply an auxiliary grid of squares with sides equal to 5-10 m in areas where they are located, linking it to the construction geodetic grid, alignment base, buildings, structures, automobile roads and railways.

9.5 Landscaping elements are assigned positional designations. Positional designations of small architectural forms and portable products are indicated on leader lines 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 species or type of planting, in the denominator - their number or area (for flower beds).

b) a list of landscaping elements, an example of which is given in;

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

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

e) list of highways, entrances and passages in accordance with GOST 21.511 (form 1) - for housing and civil facilities, an example of which is given in (Figure P.2);

f) relevant textual instructions, for example, on the conditions for planting trees and shrubs, arranging flower beds and lawns, etc.

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

9.8 Examples of drawing up a landscaping plan carried out by type of work are given: c - “Landscaping plan”; c - “Plan for the location of small architectural forms and portable products”; c - “Plan of driveways, sidewalks, paths, platforms.”

10 SKETCH DRAWINGS OF GENERAL TYPES OF NON-TYPICAL PRODUCTS

10.1 The 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 (tasks) necessary for the development of design documentation.

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

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

10.4 The 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 code point H and the serial number of the sketch drawing.

Example - 2345-11-GP.N1; - 2345-11-GP.N2.

Note - L - distance from internal
edges of the contour of a building or structure to the coordination axis.

Picture 1

Figure 2

Drawing development sheet

Development sheet for the master plan of utility networks

Explication of buildings and structures

List of residential and public buildings and structures

List of drainage structures

To the plan of earth masses

l- width of the graph; n- their number

Note- the width of the columns and their number must correspond to the grid of squares of the earth mass plan.

List of volumes of earth masses

Notes

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

Example - “Pre-factory territory”, “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

List of landscaping elements

List of sidewalks, paths and platforms

Appendix A

(informative)

An example of a drawing development sheet

Appendix B

(informative)

Example of a development sheet
master plan of utility networks

Network designation	Network coordinate or well number			Document designation
		started	end
Development 1
	1A + 02.00	0B + 04.50	2B + 20.00	3170 - 0 - NVK (1)
	1A + 40.00	0B + 04.50	2B + 32.00	3170 - 0 - NVK (1)

Development 2
					3170 - 0 - NVK (1)
					3170 - 0 - NVK (1)

Note- An example of the statement is given for the coordinate reference of networks.

Appendix B

(informative)

Example of design of explication of buildings and structures

Appendix D

(informative)

Example of registration of a statement of residential and public buildings and structures

Number on the plan	Name and designation	Number of storeys	Quantity			Area, m2				Construction volume, m3
			buildings	apartments		development		general standardized		building	Total
				building	Total	building	Total	building	Total
Residential buildings
	Large panel
	3-section House
	(5KBS-7-2S; 5KBS-5L-1S)
	Large panel
	4-sec. House
	passing through (KBS-7-4S)

	Large panel
	5-sec. House
	(5KBS-7-2S; 5KBS-5L-1S)
Public buildings and structures
	Children's nursery-kindergarten
	for 190 seats, for 8
	groups, brick
	Indoor pool
	for nurseries -
	garden, brick

	Shop "Vegetables -
	brick

Appendix D

(informative)

An example of drawing up a statement of drainage structures

Type of structure	Axis coordinate or structure number	Coordinate (chainage)		Length, m	Type of reinforcement or design	Note
		started	end
Tray	0A + 98.00	0B + 17.00	1B + 90.00			3.501-68
Ditch	0B + 07.00	0A + 80.00	3A + 75.00
Pipe		3A + 75.00	3A + 87.45			3.501.1-144
		4A + 12.00	4A + 18.38

Appendix E

(informative)

An example of a layout plan

Appendix G

(informative)

An example of a relief organization plan
in design horizons

Appendix I

(informative)

An example of a relief organization plan
in design marks

Appendix K

(informative)

An example of an earth mass plan

Total, m3

embankment

total, m3

Notch

Appendix L

(informative)

An example of preparing a statement of volumes of earth masses

80

Soil name	Quantity, m3				Note
	Factory area		Pre-factory territory
	embankment (+)	Notch (– )	embankment (+)	Notch (– )
1. Territory planning soil
2. Displaced soil,
including when installing:
a) underground parts of buildings
(structures)
b) road surfaces
c) g. d. ways
d) underground networks
e) drainage structures
e) fertile soil on
landscaping areas
3. Soil for building high
building floors and embankments
structures
4. Compaction correction					Eng.-geol. refinement
Total suitable soil
5. Lack of suitable soil
6. The soil is unsuitable for
foundation embankment devices
buildings, structures and
to be removed from
territory (peat)
7. Fertile soil, total
a) used for landscaping
territories
b) excess fertile soil
(land reclamation)
8. Total processed	Age, years		Note
	Siberian larch			With lump 0.8´0.8´0.6 m
	Birch warty			Seedling
	Common hawthorn
	Cotoneaster brilliant
				From perennials, m2
	Ground lawn
	garden path

Figure P.1

An example of a list of roads, entrances and passages

Name	Coordinates		Length, m	Width, m	Type of pavement	Cross profile type
	started	end
Route 1	1A+51.52; 3B+21.35	1A+51.62; 5B+43.25
	2A+10.30; 2B+30.51	3A+60.00; 4B+80.23
	1A+ 1.62; 4B+50.10	1A+90.90; 4B+50.10
			Key words: master plan, layout plan, relief, earth masses, utility networks, landscaping

GOST 21.508-93

Group Zh01

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTATION OF WORKING DOCUMENTATION OF MASTER PLANS OF ENTERPRISES, STRUCTURES AND HOUSING AND CIVIL FACILITIES

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

ISS 01.110
OKSTU 0021

Date of introduction 1994-09-01

Preface

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

INTRODUCED by the State Construction Committee of Russia

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

The following voted for the adoption of the standard:

State name	Name of the state construction management body
The Republic of Azerbaijan	State Construction Committee of the Azerbaijan Republic
Republic of Armenia	State Architecture of the Republic of Armenia
Republic of Belarus	Gosstroy of the Republic of Belarus
The Republic of Kazakhstan	Ministry of Construction of the Republic of Kazakhstan
Republic of Kyrgyzstan	Gosstroy of the Kyrgyz Republic
Russian Federation	Gosstroy of Russia
The Republic of Tajikistan	State Construction Committee of the Republic of Tajikistan
	Ministry of Construction and Architecture of Ukraine

3 ENTERED INTO EFFECT on September 1, 1994 as a state standard of the Russian Federation by Decree of the State Construction Committee of Russia dated April 5, 1994 N 18-31

4 INSTEAD GOST 21.508-85

5 REPUBLICATION. March 2002


An amendment has been made, published in IUS No. 3, 2014

Amendment made by database manufacturer

1 area of ​​use

1 area of ​​use

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

2 Normative references

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See note from FSUE "STANDARTINFORM"


This standard uses references to the following standards:

GOST 2.303-68 Unified system of 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 fulfilling the specifications of equipment, products and materials

GOST 21.204-93 System of design documentation for construction. Conventional 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 execution of working drawings of railway tracks

GOST 21.511-83 * System of design documentation for construction. Rules for the execution of working drawings of highways
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* The document is not valid on the territory of the Russian Federation. GOST R 21.1701-97 is valid, hereinafter in the text. - Database manufacturer's note.

3 General provisions

3.1 Working documentation of master plans is carried out 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 working documentation of 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 brand);

- sketch drawings of general types of non-standard products, structures, devices and small architectural forms (hereinafter referred to as sketch drawings of general types of non-standard products);

- statement of requirements for materials - according to GOST 21.110 *;

- statement of volumes of construction and installation work - according to GOST 21.110 *;
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* Performed if there are instructions in the contract for the execution of design work.

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

- general data on working drawings;

- layout plan;

- relief organization plan;

- plan of earth masses;

- consolidated plan of engineering networks;

- territory improvement plan;

- remote elements (fragments, units) in accordance with GOST 21.101 *.
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* Performed with high image saturation.

3.4 Working drawings of the main set are carried out on an engineering topographical plan (except for the drawing of the earth mass plan).

It is allowed to carry out a layout plan, a consolidated plan of utility networks and a plan for landscaping the territory without drawing contour lines of the terrain.

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

When the distance from the outer edge of the wall of a building or structure to the coordination axis on the image scale exceeds the thickness of the contour line, the latter is removed from the coordination axis by the appropriate distance () in accordance with Figure 1.

3.6 Working drawing plans place 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. North orientation deviation is allowed within 90° to the left or right. Plans located on different sheets are carried out with the same orientation.

3.7 If the image saturation is low, it is allowed to combine several different plans into one and assign it the appropriate name.

Example - “Layout plan and relief organization plan”, “Relief and earth mass organization plan”.

3.8 If there is a high saturation of images of the territory improvement plan, it is allowed to carry out several plans by type of work, assigning each plan a corresponding name.

Example - “Landscaping plan”, “Plan for the location of small architectural forms”, “Plan of driveways, sidewalks, paths and platforms”.

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 section shown on this sheet is indicated by hatching.

3.10 Working drawings of general plans may be released in stages - by development as the corresponding working drawings of buildings, structures of the designed enterprise or housing and civil facility are completed.

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

Developments are assigned serial numbers.

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

A list of drawing developments is placed above the main inscription: for the alignment plan, plans for organizing the relief, earth masses and landscaping of the territory - according to Form 1, for the consolidated plan of utility networks - according to Form 2.

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

3.12 Images on the master plan drawings are made with lines in accordance with GOST 2.303:

- solid thick main ones - the contours of the designed buildings and structures (except for buildings and structures on the earth mass plan), the “red” line, the design contours with marks that are multiples of 0.50 and 1.00 m;

- a thin dashed line - a line of “zero” work and a break in the design relief;

A very thick dash-dotted line with two dots - the conventional boundary of the territory of the designed enterprise, building, structure;

- solid thin - designed 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 carry out plans on a scale of 1:2000, components - 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 a sheet, made at different scales, then the scales indicate the field of the drawing under the name of each image.

3.14 The system of elevations adopted in the working drawings of general plans must correspond to the system of elevations adopted on the engineering 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, up to one second.

3.17 The magnitude of the slopes is indicated in ppm without indicating the unit of measurement.

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

3.18 Basic graphic symbols and images of elements of the master plan and transport structures are adopted in accordance with GOST 21.204.

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

3.19 When making 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 stages of design.

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

When combining master plan drawings and transport structures into one main set, railway tracks and roads 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 is provided in Form 3 (for master plans of industrial enterprises) or a list of residential and public buildings and structures in Form 4 (for master plans of housing and civil facilities). It is allowed to provide an explication or list of buildings and structures on a sheet of general data based on working drawings.

3.21 In the explication columns of buildings and structures indicate:



- in the “Name” column - 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 construction geodetic grid, within which its number is indicated on the image of the building and structure (if necessary).

An example of the design of explications 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 standard project, a project according to the catalog;

- in the remaining columns - data in accordance with their names.

An example of registering residential and public buildings and structures is given in Appendix D.

4 General data on working drawings

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

- the list of specifications is not fulfilled;

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

5 Layout plan

5.1 On the layout plan (plan of the location of buildings and structures) the following is drawn and indicated:

a) a construction geodetic grid or a subdivision base replacing it, and for residential and civil facilities, in addition, an urban geodetic grid, which must cover the entire plan;

b) the “red” line separating the territory of the highway, street, driveway and square from the territory intended for development;

c) fences with gates and wickets or a conventional boundary 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 the corresponding explanation on the drawing;

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

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

f) production and storage sites;

g) highways and paved areas;

i) railway tracks;

j) landscaping elements (sidewalks, sports and recreational areas);

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

l) drainage structures;

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 carried out with coordinate or dimensional reference.

5.3 The construction geodetic grid is applied to the entire layout 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 designated by Arabic numerals, corresponding to the number of hundreds of meters from the origin, and by capital letters of the Russian alphabet.

Examples

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

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

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

Examples

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 ​​of the axes of the construction geodetic grid.

Examples

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.

When expanding, reconstructing and technically re-equipping existing enterprises, it is allowed to retain the previously accepted designations of the axes of the construction geodetic grid.

5.4 Dimensional reference is carried out from the alignment basis.

The alignment 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 drawn to the scale of the drawing, indicating the openings of gates and doors, extreme axes and, if necessary, the coordinates of the gate axes or linking the gates to the coordination axes of the building.

5.6 Inside the outline of the building (structure) indicate:

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

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

5.7 On the outline of a building or structure indicate:

a) coordinates of the intersection points of the coordination axes of a building, structure in its two opposite corners, and in case of 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 - coordinates of the center and one characteristic point, as well as diameter, for linear structures - axis coordinate or coordinates of the beginning and end of individual sections;

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

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

5.8 Around the contour of the building, structures show blind areas and entrance ramps, external stairs and platforms at the entrances.

5.9 On the alignment plan for the part of the roads, the following shall be drawn and indicated:

a) crossing railway tracks;

b) transport interchanges;

c) coordinates or references of highway axes and, if necessary, their numbers;

d) width of roads;

e) radii of curves along the edge of the carriageway of highways at the places of their mutual intersection and adjacency;

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

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

5.11 On the alignment plan in part of the railway tracks the following is drawn and indicated:

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 (PZh grade), the alignment 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 A list of drainage structures according to Form 5 is provided on the layout plan.

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

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

6 Relief organization plan

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

6.2 On the relief organization plan the following is drawn and indicated:

a) absolute marks inside the contour of buildings and structures, in accordance with 5.6 (listing b);

b) design marks and grade indicators along the “red” lines;

c) design contours or design marks of planning reference points indicating the direction of the slope of the design relief;

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

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

f) rainwater inlet gratings at low points of the design topography with marks for the top of the gratings;

g) design planning marks and actual terrain marks along the outer contour of the blind area in the corners of buildings and structures or, in the absence of a blind area, the indicated marks at the intersection of the outer edges of the walls with the 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 planning marks and actual terrain marks (if necessary) along the top of sites for various purposes at the intersection of their edges with the relief at the corners and at characteristic points;

j) fracture lines of the design relief - when implementing the plan at the design elevations of the planning reference points;

k) the direction of the slope of the design relief with berg strokes - when executing the plan in design contours and arrows - when executing the plan in design elevations.

6.3 On the relief organization plan, in terms of highways, the following is drawn and indicated:

a) design contours - when implementing the plan in design contours;

b) the contours of the transverse profile of highways - when implementing the plan at design elevations;

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

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

e) drainage structures - ditches, trays with bottom marks in places of fractures of the longitudinal profile and the magnitude of the slopes of the bottom of the structures;

f) rainwater 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 part of the railway tracks, the following is drawn and indicated:

a) inclination indicators;

b) marks of the bottom of drainage structures in places of fractures of the longitudinal profile and the values ​​of the slopes of the bottom of the structures.

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

6.6 When implementing a plan for organizing the relief in design contours, they are carried out with a relief section every 0.10 or 0.20 m throughout the entire planned territory (ground surface, roads, sites). It is allowed in areas with a uniform slope of the relief to draw design horizontal lines with a relief section every 0.50 m.

Markings of design contours are inscribed from the side of increasing relief. Design contour elevations that are multiples of 1.00 m are indicated in full; intermediate elevations are given in the form of an integer corresponding to two decimal places.

6.7 When implementing a relief organization plan at the design elevations of the planning reference points, the following are usually taken as reference points:

a) corners of buildings, structures and sites;

b) high and low points of the design relief;

c) intersection of highway axes;

d) turning points of the longitudinal profile of roads and railways.

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

Examples

1 D.l. - bottom of the tray;

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

6.9 Examples of drawing up relief organization plans in design contours and design elevations of planning reference points are given in Appendices G and I, respectively.

7 Plan of earth masses

7.1 Calculation of volumes of earth masses is carried out, as a rule, using the square method.

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

7.2 On the plan of earth masses the following is applied and indicated:

a) a construction geodetic grid or a subdivision base 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” work highlighting the area of ​​excavations 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 boundary of the territory;

e) slopes, retaining walls.

7.3 The grid of squares, as a rule, is included in the construction geodetic grid, taking the side of the square equal to 20 m. It is allowed to tie the grid of squares to the “red” line or to the alignment basis, as well as the use of 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 in 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 squares of the earth mass plan, a table is given in Form 6, in the corresponding columns of which the total volumes of embankment and excavation are indicated in the column of squares, and in the lines of total volumes on the right - the total volumes of embankment and excavation throughout the entire planned territory.

7.5 In the event of occurrence of soils to be removed within the planned territory (fertile soil layer, peat, soil unsuitable as the foundation of buildings, structures), before developing an earth mass plan for the entire territory, a soil removal plan is carried out within the boundaries of the contour of the soils to be removed , designing it similarly to the plan of earth masses.

On the soil removal plan, the design marks are taken to be the marks of the bottom of the soil to be removed, which are considered as actual marks during the subsequent implementation of the earth mass plan.

If there are heterogeneous soils on the construction site, it is allowed to carry out plans for each type of soil, assigning the corresponding name to the drawing.

Examples

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

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

If the soil to be removed lies in a layer of the same thickness, the soil removal plan may not be carried out. In this case, the actual marks for the plan of earth masses are taken to be the marks of the bottom of the soil to be removed, and the calculated volume of soil to be removed is entered into the corresponding lines and columns of the statement in Form 7.

7.6 On the plan of earth masses the following is given:

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

b) text instructions on the need to adjust working marks in places where lawns are installed, troughs for roads, platforms and the upper structure of railway tracks.

7.7 Examples of drawing up a plan of earth masses and a statement of volumes of earth masses are given in Appendices K and L, respectively. The examples are developed for the case of performing vertical planning before the construction of buildings and structures begins.

8 Master plan of utility networks

8.1 The master plan of utility networks is carried out on the basis of a layout plan, but without absolute marks of buildings, structures, gate references and designations of the coordination axes of buildings and structures.

If necessary, the external contours of the base of the foundations of designed and existing buildings and structures are drawn on the plan.

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

Utility networks are carried out using conventional graphic symbols in accordance with GOST 21.204.

8.2 On the summary plan of utility networks, the following is plotted and indicated:

a) communication structures for laying networks;

b) underground, ground and overhead networks;

c) rainwater gratings, supports and racks of communication structures.

8.3 Utility networks are drawn according to the working drawings of the corresponding main sets with a coordinate or linear reference to the network axis at each characteristic section, with images of compensators, niches, wells, chambers and indicating their designations.

8.4 An example of the design of a consolidated plan for utility networks is given in Appendix M.

9 Territory improvement plan

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

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

9.2 On the territory improvement plan the following shall be drawn and indicated:

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 Landscaping elements are tied to the outer edges of the walls of buildings, structures, “red” lines, roads or railway tracks.

For row planting of trees and shrubs, the row dimensions are given.

9.4 With a complex configuration of paths, when trees and shrubs are located in loose groups, it is allowed, instead of dimensional reference, to apply an auxiliary grid of squares with sides equal to 5-10 m in areas where they are located, linking it to the construction geodetic grid, alignment base, buildings, structures, automobile roads and railways.

9.5 Landscaping elements are assigned positional designations. Positional designations of small architectural forms and portable products are indicated on leader lines 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 species or type of planting, in the denominator - their number or area (for flower beds).

9.6 On the territory improvement plan the following is given:

a) a statement of small architectural forms and portable products according to Form 8, an example of which is given in Appendix H;

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

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

d) sections, 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) list of highways, entrances and passages in accordance with GOST 21.511 (form 1) - for housing and civil facilities, an example of which is given in Appendix P (Figure P.2);

f) relevant textual instructions, for example, on the conditions for planting trees and shrubs, arranging 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 drawing up a landscaping plan carried out by type of work are given: in Appendix T - “Landscaping Plan”; in Appendix U - “Plan for the location of small architectural forms and portable products”; in Appendix F - “Plan of driveways, sidewalks, paths, platforms.”

10 Sketch drawings of general types of non-standard products

10.1 The 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 (building) necessary for the development of design documentation.

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

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

10.4 The 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 code point H and the serial number of the sketch drawing.

Example - 2345-11-GP.N1; 2345-11-GP.N2.

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

Picture 1

Figure 2

Form 1

Drawing development sheet

Development sheet for the master plan of utility networks

Form 3

Explication of buildings and structures

List of residential and public buildings and structures

List of drainage structures

To the plan of earth masses

graph width; - number of graphs

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

Form 7

List of volumes of earth masses

Notes

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


Example - “Pre-factory territory”, “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

List of landscaping elements

Form 10

List of sidewalks, paths and platforms

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

Appendix A
(informative)

An example of a drawing development sheet

Appendix B (for reference). An example of drawing up a development sheet for a consolidated plan for utility networks

Appendix B
(informative)

An example of drawing up a development sheet for a consolidated plan for utility networks

Note - An example of the statement is given for the coordinate reference of networks.

Appendix B (for reference). Example of design of explication of buildings and structures

Appendix B
(informative)

Example of design of explication of buildings and structures

Appendix D (for reference) Example of registration of a statement of residential and public buildings and structures

Appendix E (for reference) Example of drawing up a statement of drainage facilities

Appendix E (for reference) Example of a layout plan

Appendix G (for reference) Example of drawing up a relief organization plan in design contours

Appendix I (for reference) Example of drawing up a relief organization plan in design marks

Appendix K (informative) Example of drawing up a plan of earth masses

Appendix L (for reference) Example of preparing a list of volumes of earth masses

Soil name	Quantity, m				Note
	Factory area		Pre-factory territory
	Embankment (+)	Notch (-)	Embankment (+)	Notch (-)
1 Territory planning soil
2 Displaced soil,
incl. with the device:
a) underground parts of buildings and structures
b) road surfaces
c) railway ways
d) underground networks
e) drainage structures
e) fertile soil in green areas
3 Soil for constructing high floors of buildings and embankments of structures
4 Compaction correction					Eng.-geol. refinement
Total suitable soil
5 Lack of suitable soil
6 Soil that is not suitable for embankment of foundations of buildings and structures and must be removed from the territory (peat)
7 Fertile soil, total, including:
a) used for landscaping
b) excess fertile soil (land reclamation)
8 Total processed soil
*Taking into account preliminary cutting of fertile soil. ** In a career. *** In the dump.

(Amendment. IUS No. 3-2014).

Appendix M (for reference) Example of a master plan for utility networks

Appendix N (for reference) Example of registration of a list of small architectural forms and portable products

Appendix P (for reference) Example of registration of a list of landscaping elements

Appendix P (for reference) Example of drawing up a list of sidewalks, paths and platforms; An example of a list of roads, entrances and passages

Appendix P
(informative)

An example of a list of sidewalks, paths and platforms

Figure P.1

An example of a list of roads, entrances and passages

Figure P.2

Appendix C (for reference) Example of design of sections of sidewalks, paths and platforms

Appendix T (for reference). Example of a landscaping plan

Appendix T
(informative)

Example of a landscaping plan

Appendix U (for reference) Example of a layout plan for small architectural forms and portable products

Appendix F (for reference) Example of design of a plan of passages, sidewalks, paths, platforms

NOTE FSUE "STANDARTINFORM"

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

Revision of the document taking into account
changes and additions prepared
JSC "Kodeks"

GOST 21.508-93

INTERSTATE STANDARD

SYSTEM OF DESIGN DOCUMENTS FOR CONSTRUCTION

RULES FOR EXECUTION OF WORK
DOCUMENTATION OF MASTER PLANS
ENTERPRISES, STRUCTURES AND
HOUSING AND CIVIL FACILITIES

INTERSTATE SCIENTIFIC AND TECHNICAL COMMISSION FOR STANDARDIZATION AND TECHNICAL REGULATION IN CONSTRUCTION

Preface

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

INTRODUCED by the State Construction Committee of Russia

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

Namestates	Name of the state construction management body
The Republic of Azerbaijan	State Construction Committee of the Azerbaijan Republic
Republic of Armenia	State architecture of the Republic of Armenia
Republic of Belarus	Gosstroy of the Republic of Belarus
The Republic of Kazakhstan	Ministry of Construction of the Republic of Kazakhstan
Republic of Kyrgyzstan	Gosstroy of the Kyrgyz Republic
Russian Federation	Gosstroy of Russia
The Republic of Tajikistan	State Construction Committee of the Republic of Tajikistan
	Ministry of Construction and Architecture of Ukraine

3 INSTEAD GOST 21.508-85

1 area of ​​use

3 General provisions

4 General data on working drawings

5 Layout plan

6 Relief organization plan

7 Plan of earth masses

8 Free utility plan

9 Territory improvement plan

10 Sketch drawings of general types of non-standard products

Appendix A	An example of a drawing development sheet
Appendix B	An example of drawing up a development sheet for a consolidated plan for utility networks
Appendix B	Example of design of explication of buildings and structures
Appendix D	Example of registration of a statement of residential and public buildings and structures
Appendix D	An example of drawing up a statement of drainage structures
Appendix E	An example of a layout plan
Appendix G	An example of drawing up a relief organization plan in design contours
Appendix I	An example of a plan for organizing the relief in design marks
Appendix K	An example of an earth mass plan
Appendix L	An example of preparing a statement of volumes of earth masses
Appendix M	An example of a master plan for utility networks
Appendix H	Example of registration of a list of small architectural forms and portable products
Appendix P	An example of a list of landscaping elements
Appendix P	An example of registration of a list of sidewalks, paths, platforms and roads, entrances and driveways
Appendix C	An example of the design of sections of sidewalks, paths and platforms
Appendix T	Example of a landscaping plan
Appendix U	An example of a layout plan for small architectural forms and portable products
Appendix F	An example of designing a plan for driveways, sidewalks, paths, platforms

INTERSTATE STANDARD

System of design documents for construction

RULES FOR IMPLEMENTATION OF WORKING DOCUMENTATION OF MASTER PLANS OF ENTERPRISES AND STRUCTURES
AND HOUSING AND CIVIL FACILITIES

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

Date of introduction 1994-09-01

1 AREA OF USE

This standard establishes the composition and rules for the preparation of working documentation for master plans of enterprises, structures and housing and civil facilities* for various purposes (hereinafter referred to as master plans).

* Hereinafter, microdistricts, blocks, groups of residential buildings and public buildings are considered as residential and civil objects.

2 REGULATORY REFERENCES

GOST 2.303-68ESKD. Lines

GOST 21.101 -93 SPDS. Basic requirements for working documentation

GOST 21.109-80 SPDS. Material requirement lists

GOST 21.111-84 SPDS. Bills of quantities for construction and installation work

GOST 21.204-93 SPDS. Conventional graphic symbols and images of elements of master plans and transport structures

GOST 21.510-83 SPDS. Rules for the execution of working drawings of railway tracks

GOST 21.511-83 SPDS. Rules for the execution of working drawings of highways

3 GENERAL PROVISIONS

3.1 Working documentation of master plans is carried out 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 working documentation of 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 brand);

Sketch drawings of general types of non-standard products, structures, devices and small architectural forms (hereinafter referred to as sketch drawings of general types of non-standard products);

List of requirements for materials - according to GOST 21.109*;

Statement of quantities for construction and installation work - in accordance with GOST 21.111*.

* Performed if there are instructions in the contract for the execution of design work.

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

General data on working drawings;

Breakdown plan;

Relief organization plan;

Plan of earth masses;

Master plan of utility networks;

Territory improvement plan;

Remote elements (fragments, units) in accordance with GOST 21.101**.

** Performed with high image saturation.

3.4 Working drawings of the main set are carried out on an engineering topographical plan (except for the drawing of the earth mass plan).

It is allowed to carry out a layout plan, a consolidated plan of utility networks and a plan for landscaping the territory without drawing contour lines of the terrain.

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

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

3.6 Working drawing plans place 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. North orientation deviation is allowed within 90° to the left or right. Plans located on different sheets are carried out with the same orientation.

3.7 If the image saturation is low, it is allowed to combine several different plans into one and assign it the appropriate name.

Example - “Layout plan and relief organization plan”, “Relief and earth mass organization plan”.

3.8 If there is a high saturation of images of the territory improvement plan, it is allowed to carry out several plans by type of work, assigning each plan a corresponding name.

Example - “Landscaping plan”, “Plan for the location of small architectural forms”, “Plan of driveways, sidewalks, paths and platforms”.

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 section shown on this sheet is indicated by hatching.

3.10 Working drawings of general plans may be released in stages - by development as the corresponding working drawings of buildings, structures of the designed enterprise or housing and civil facility are completed.

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

Developments are assigned serial numbers.

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

A list of drawing developments is placed above the main inscription: for the alignment plan, plans for organizing the relief, earth masses and landscaping of the territory - according to Form 1, for the consolidated plan of utility networks - according to Form 2.

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

3.12 Images on the master plan drawings are made with lines in accordance with GOST 2.303:

Solid thick main ones - the contours of the designed buildings and structures (except for buildings and structures on the earth mass plan), the “red” line, the design contours with marks that are multiples of 0.50 and 1.00 m;

Thin dashed line - the line of “zero” work and a break in the design relief;

A very thick dash-dotted line with two dots - the conventional boundary of the territory of the designed enterprise, building, structure;

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

3.13 Plans of working drawings are carried out 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 carry out plans on a scale of 1:2000, components - 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 a sheet, made at different scales, then the scales indicate the field of the drawing under the name of each image.

3.14 The system of elevations adopted in the working drawings of general plans must correspond to the system of elevations adopted on the engineering 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, up to one second.

3.17 The magnitude of the slopes is indicated in ppm without indicating the unit of measurement. The steepness of slopes is indicated as the ratio of the unit height of the slope to the horizontal position.

3.18 Basic graphic symbols and images of elements of the master plan and transport structures are adopted in accordance with GOST 21.204.

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

3.19 When making 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 stages of design.

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

When combining master plan drawings and transport structures into one main set, railway tracks and roads 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 is provided in form 3 (for master plans of industrial enterprises) or a list of residential and public buildings and structures in form 4 (for master plans of housing and civil facilities). It is allowed to provide an explication or list of buildings and structures on a sheet of general data based on working drawings.

3.21 In the explication columns of buildings and structures indicate:

In the column “Number on the plan” - the number of the building, structure;

In the “Name” column - the name of the building or structure;

In the column “Coordinates of the grid square” - the coordinates of the lower left corner of the square of the construction geodetic grid, within which its number is indicated on the image of the building and structure (if necessary).

An example of the design of explications 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 standard project, a catalog project;

The remaining columns contain data in accordance with their names.

An example of registering residential and public buildings and structures is given in Appendix D.

4 GENERAL DATA ON WORKING DRAWINGS

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

The specification sheet is not followed;

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

GOST 21.508-93

INTERSTATE STANDARD

System of design documents for construction

RULES FOR EXECUTION OF WORK
DOCUMENTATION OF MASTER PLANS
ENTERPRISES, STRUCTURES
AND HOUSING AND CIVIL FACILITIES

INTERSTATE SCIENTIFIC AND TECHNICAL COMMISSION FOR STANDARDIZATION
AND TECHNICAL STANDARDING IN CONSTRUCTION

Moscow

Preface

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

INTRODUCED by Gosstandart of Russia

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

State name	Name of the state construction management body
The Republic of Azerbaijan	State Construction Committee of the Azerbaijan Republic
Republic of Armenia	State architecture of the Republic of Armenia
Republic of Belarus	Gosstroy of the Republic of Belarus
The Republic of Kazakhstan	Ministry of Construction of the Republic of Kazakhstan
Republic of Kyrgyzstan	Gosstroy of the Kyrgyz Republic
	Gosstroy of Russia
The Republic of Tajikistan	State Construction Committee of the Republic of Tajikistan
Ukraine	Ministry of Construction and Architecture of Ukraine

3 ENTERED INTO EFFECT on September 1, 1994 as a state standard of the Russian Federation by Decree of the State Construction Committee of Russia dated April 5, 1994 No. 18-31

4 INSTEAD GOST 21.508-85

5 REPUBLICATION. March 2002

		An example of a drawing development sheet
		An example of a development sheet for a consolidated engineering plan
		Example of design of explication of buildings and structures
		Example of registration of a statement of residential and public buildings and structures
		An example of drawing up a statement of drainage structures
		An example of a layout plan
		An example of drawing up a relief organization plan in design contours
		An example of a plan for organizing the relief in design marks
		An example of an earth mass plan
		An example of preparing a statement of volumes of earth masses
		An example of a master plan for utility networks
		Example of registration of a statement of small architectural forms and portable products
		An example of a list of landscaping elements
		An example of registration of statements of sidewalks, paths, platforms and roads, entrances and driveways
		An example of the design of sections of sidewalks, paths and platforms
		Example of a landscaping plan
	An example of a layout plan for small architectural forms and portable products
		An example of designing a plan for driveways, sidewalks, paths, platforms

GOST 21.508-93

INTERSTATE STANDARD

Date of introduction 1994-09-01

1 area of ​​use

This standard establishes the composition and rules for the preparation of working documentation for master plans of enterprises, structures and housing and civil facilities* for various purposes (hereinafter referred to as master plans).

___________

* Hereinafter, microdistricts, blocks, groups of residential buildings and public buildings are considered as residential and civil objects.

2 Normative references 1)

__________

Statement of quantities for construction and installation work according to GOST 21.110**;

____________

** Performed if there are instructions in the contract for the execution of design work.

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

General data on working drawings;

Breakdown plan;

Relief organization plan;

Plan of earth masses;

Master plan of utility networks;

Territory improvement plan;

Remote elements (fragments, units) according to GOST 21.101 *.

___________

* Performed with high image saturation.

3.4 Working drawings of the main set are carried out on an engineering topographical plan (except for the drawing of the earth mass plan).

It is allowed to carry out a layout plan, a consolidated plan of utility networks and a plan for landscaping the territory without drawing contour lines of the terrain.

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

When the distance from the outer edge of the wall of a building or structure to the coordination axis on the image scale exceeds the thickness of the contour line, the latter is related to the corresponding distance from the coordination axis ( L) in accordance with .

3.6 Working drawing plans place 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. North orientation deviation is allowed within 90° to the left or right. Plans located on different sheets are carried out with the same orientation.

3.7 If the image saturation is low, it is allowed to combine several different plans into one and assign it the appropriate name.

Example - “Layout plan and relief organization plan”, “Relief and earth mass organization plan”.

3.8 If there is a high saturation of images of the territory improvement plan, it is allowed to carry out several plans by type of work, assigning each plan a corresponding name.

Example - “Landscaping plan”, “Plan for the location of small architectural forms”, “Plan of driveways, sidewalks, paths and platforms”.

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 section shown on this sheet is indicated by hatching.

3.10 Working drawings of general plans may be released in stages - by development as the corresponding working drawings of buildings, structures of the designed enterprise or housing and civil facility are completed.

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

Developments are assigned serial numbers.

3.11 During the next development, the main inscription is supplemented on the left with columns 10-13 according to GOST 21.101 in accordance with.

A list of drawing developments is placed above the main inscription: for the alignment plan, plans for organizing the relief, earth masses and landscaping of the territory - according to, for the consolidated plan of utility networks - according to.

Examples of designing development sheets are given in appendices and.

3.12 Images on the master plan drawings are made with lines in accordance with GOST 2.303:

Solid thick main ones - the contours of the designed buildings and structures (except for buildings and structures on the earth mass plan), the “red” line, the design contours with marks that are multiples of 0.50 and 1.00 m;

Thin dashed line - the line of “zero” work and a break in the design relief;

A very thick dash-dotted line with two dots - the conventional boundary of the territory of the designed enterprise, building, structure;

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

3.13 Working drawing plans 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 carry out plans on a scale of 1:2000, components - 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 a sheet, made at different scales, then the scales indicate the field of the drawing under the name of each image.

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

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

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

3.17 Slope values ​​are indicated in ppm without indicating a unit of measurement. The steepness of slopes is indicated as the ratio of the unit height of the slope to the horizontal position.

3.18 Basic graphic symbols and images of elements of the master plan and transport structures are adopted in accordance with GOST 21.204.

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

3.19 When making 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 stages of design.

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

When combining master plan drawings and transport structures into one main set, railway tracks and roads 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) there is an explication of buildings and structures according to (for master plans of industrial enterprises) or a list of residential and public buildings and structures according to (for master plans of housing and civil facilities). It is allowed to provide an explication or list of buildings and structures on a sheet of general data based on working drawings.

3.21 In the explication columns of buildings and structures indicate:

In the “Name” column - the name of the building or structure;

In the column “Coordinates of the grid square” - the coordinates of the lower left corner of the square of the construction geodetic grid, within which its number is indicated on the image of the building and structure (if necessary).

An example of the design of explications of buildings and structures is given in.

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 standard project, a catalog project;

The remaining columns contain data in accordance with their names.

An example of preparing a list of residential and public buildings and structures is given in.

4 General data on working drawings

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

The specification sheet is not followed;

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

5 Layout plan

5.1 On the layout plan (plan of the location of buildings and structures) the following is drawn and indicated:

a) a construction geodetic grid or a subdivision base replacing it, and for residential and civil facilities, in addition, an urban geodetic grid, which must cover the entire plan;

b) the “red” line separating the territory of the highway, street, driveway and square from the territory intended for development;

c) fences with gates and wickets or a conventional boundary 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 the corresponding explanation on the drawing;

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

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

f) production and storage sites;

g) highways and paved areas;

i) railway tracks;

j) landscaping elements (sidewalks, sports and recreational areas);

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

l) drainage structures;

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 carried out with coordinate or dimensional reference.

5.3 The construction geodetic grid is applied to the entire layout 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 designated by Arabic numerals, corresponding to the number of hundreds of meters from the origin, and by capital letters of the Russian alphabet.

Examples

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

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

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

Examples

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 ​​of the axes of the construction geodetic grid.

Examples

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.

When expanding, reconstructing and technically re-equipping existing enterprises, it is allowed to retain the previously accepted designations of the axes of the construction geodetic grid.

5.4 Dimensional reference is carried out from the alignment basis.

The alignment 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 drawn to the scale of the drawing, indicating the openings of the gates and doors of the extreme axes and, if necessary, the coordinates of the gate axes or the connection of the gates to the coordination axes of the building.

5.6 Inside the outline of the building (structure) indicate:

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

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

5.7 On the outline of a building or structure indicate:

a) coordinates of the intersection points of the coordination axes of a building, structure in its two opposite corners, and in case of 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 - coordinates of the center and one characteristic point, as well as diameter, for linear structures - axis coordinate or coordinates of the beginning and end of individual sections;

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

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

5.8 Around the contour of the building, structures show blind areas and entrance ramps, external stairs and platforms at the entrances.

5.9 On the alignment plan for the part of the roads, the following shall be drawn and indicated:

a) crossing railway tracks;

b) transport interchanges;

c) coordinates or references of highway axes and, if necessary, their numbers;

d) width of roads;

e) radii of curves along the edge of the carriageway of highways at the places of their mutual intersection and adjacency;

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

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

5.11 On the alignment plan in part of the railway tracks the following is drawn and indicated:

a) track number;

b) turnouts;

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

5.12 In the absence of the main set of working drawings of railway tracks (PZh grade), the alignment plan is carried out taking into account the requirements of GOST 21.510. At the same time, bottom marks and slope values ​​of drainage structures and slope indicators are not indicated.

5.13 On the layout plan, a list of drainage structures is provided according to. An example of drawing up a statement of drainage structures is given in.

5.14 An example of drawing up a layout plan of a production enterprise with coordinate reference is given in.

6 Relief organization plan

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

6.2 On the relief organization plan the following is drawn and indicated:

a) absolute marks inside the contour of buildings and structures in accordance with 5.6 (listing b);

b) design marks and grade indicators along the “red” lines;

c) design contours or design marks of planning reference points indicating the direction of the slope of the design relief;

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

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

f) rainwater inlet gratings at low points of the design topography with marks for the top of the gratings;

g) design planning marks and actual terrain marks along the outer contour of the blind area in the corners of buildings and structures or, in the absence of a blind area, the indicated marks at the intersection of the outer edges of the walls with the 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 planning marks and actual terrain marks (if necessary) along the top of sites for various purposes at the intersection of their edges with the relief at the corners and at characteristic points;

j) fracture lines of the design relief - when implementing the plan at the design elevations of the planning reference points;

k) the direction of the slope of the design relief with berg strokes - when executing the plan in design contours and arrows - when executing the plan in design elevations.

6.3 On the relief organization plan, in terms of highways, the following is drawn and indicated:

a) design contours - when implementing the plan in design contours;

b) the contours of the transverse profile of highways - when implementing the plan at design elevations;

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

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

e) drainage structures - ditches, trays with bottom marks in places of fractures of the longitudinal profile and the value of the slopes of the bottom of the structures;

f) rainwater 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 part of the railway tracks, the following is drawn and indicated:

a) inclination indicators;

b) marks of the bottom of drainage structures in places of fractures of the longitudinal profile and the values ​​of the slopes of the bottom of the structures.

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

6.6 When implementing a plan for organizing the relief in design contours, they are carried out with a relief section every 0.10 or 0.20 m throughout the entire planned territory (ground surface, roads, sites). It is allowed in areas with a uniform slope of the relief to draw design horizontal lines with a relief section every 0.50 m.

Markings of design contours are inscribed from the side of increasing relief. Design contour elevations that are multiples of 1.00 m are indicated in full; intermediate elevations are given in the form of an integer corresponding to two decimal places.

6.7 When implementing a relief organization plan at the design elevations of the planning reference points, the following are usually taken as reference points:

a) corners of buildings, structures and sites;

b) high and low points of the design relief;

c) intersection of highway axes;

d) turning points of the longitudinal profile of roads and railways.

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

Examples

1 D.l. - bottom of the tray;

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

6.9 Examples of drawing up relief organization plans in design contours and design elevations of planning reference points are given in appendices and respectively.

7 Plan of earth masses

7.1 Calculation of volumes of earth masses is carried out, as a rule, using the square method. It is allowed to carry out the earth mass plan using other methods. The content and form of the plan are determined by the method of calculating the volume of earth masses and the conditions of work.

7.2 On the plan of earth masses the following is applied and indicated:

a) a construction geodetic grid or a subdivision base 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 highlighting the area of ​​excavations 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 boundary of the territory;

e) slopes, retaining walls.

7.3 The grid of squares, as a rule, is included in the construction geodetic grid, taking the side of the square equal to 20 m. It is allowed to link the grid of squares to the “red” line or to the alignment basis, as well as the use of 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 in 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 squares of the earth mass plan, a table is provided, in the corresponding columns of which the total volumes of embankment and excavation are indicated in the column of squares, and in the lines of total volumes on the right - the total volumes of embankment and excavation throughout the entire planned territory.

7.5 In the event of occurrence of soils to be removed within the planned territory (fertile soil layer, peat, soil unsuitable as the foundation of buildings, structures), before developing an earth mass plan for the entire territory, a soil removal plan is carried out within the boundaries of the contour of the soils to be removed , designing it similarly to the plan of earth masses.

On the soil removal plan, the design marks are taken to be the marks of the bottom of the soil to be removed, which are considered as actual marks during the subsequent implementation of the earth mass plan.

If there are heterogeneous soils on the construction site, it is allowed to carry out plans for each type of soil, assigning the corresponding name to the drawing.

Examples

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

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

If the soil to be removed lies in a layer of the same thickness, the soil removal plan may not be carried out. In this case, the actual marks for the plan of earth masses are taken to be the marks of the bottom of the soil to be removed, and the calculated volume of soil to be removed is entered into the corresponding lines and columns of the statement according to.

7.6 On the plan of earth masses the following is given:

a) statement of volumes of earth masses according to;

b) text instructions on the need to adjust working marks in places where lawns are installed, troughs for roads, platforms and the upper structure of railway tracks.

7.7 Examples of drawing up a plan of earth masses and a statement of volumes of earth masses are given in appendices and respectively. The examples are developed for the case of performing vertical planning before the construction of buildings and structures begins.

8 Master plan of utility networks

8.1 The master plan of utility networks is carried out on the basis of a layout plan, but without absolute marks of buildings, structures, gate references and designations of the coordination axes of buildings and structures.

If necessary, the external contours of the base of the foundations of designed and existing buildings and structures are drawn on the plan.

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

Utility networks are carried out using conventional graphic symbols in accordance with GOST 21.204.

8.2 On the summary plan of utility networks, the following is plotted and indicated:

a) communication structures for laying networks;

b) underground, ground and overhead networks;

c) rainwater gratings, supports and racks of communication structures.

8.3 Utility networks are drawn according to the working drawings of the corresponding main sets with a coordinate or linear reference to the network axis at each characteristic section, with images of compensators, niches, wells, chambers and indicating their designations.

8.4 An example of the design of a consolidated plan for utility networks is given in.

9 Territory improvement plan

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

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

9.2 On the territory improvement plan the following shall be drawn and indicated:

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 Landscaping elements are tied to the outer edges of the walls of buildings, structures, “red” lines, roads or railway tracks.

For row planting of trees and shrubs, the row dimensions are given.

9.4 With a complex configuration of paths, when trees and shrubs are located in loose groups, it is allowed, instead of dimensional reference, to apply an auxiliary grid of squares with sides equal to 5-10 m in areas where they are located, linking it to the construction geodetic grid, alignment base, buildings, structures, automobile roads and railways.

9.5 Landscaping elements are assigned positional designations. Positional designations of small architectural forms and portable products are indicated on leader lines 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 species or type of planting, in the denominator - their number or area (for flower beds).

9.6 On the territory improvement plan the following is given:

a) a list of small architectural forms and portable products according to, an example of the design of which is given in;

b) a list of landscaping elements, an example of which is given in;

c) a list of sidewalks, paths and platforms, an example of the design of which is given in ();

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

e) a statement of roads, entrances and passages in accordance with GOST 21.511 (form 1) for housing and civil facilities, an example of which is given in ();

f) relevant textual instructions, for example, on the conditions for planting trees and shrubs, arranging 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 a landscaping plan carried out by type of work are given: in - “Landscaping plan”, in - “Plan for the location of small architectural forms and portable products”, in - “Plan of driveways, sidewalks, paths, platforms”.

10 Sketch drawings of general types of non-standard products

10. 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 (tasks) necessary for the development of design documentation.

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

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

10.4 The 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 code point H and the serial number of the sketch drawing.

Example - 2345-11-GP.N1; 2345-11-GP.N2.

Note - L- the distance from the inner edge of the contour of a building or structure to the coordination axis.

Picture 1

Drawing development sheet

Form 2

Development sheet for the master plan of utility networks

Form 3

Explication of buildings and structures

Form 4

List of residential and public buildings and structures

Form 5

List of drainage structures

Form 6

To the plan of earth masses

t- graph width; P - number of graphs

Note - The width and number of columns must correspond to the grid of squares of the earth mass plan.

Form 7

List of volumes of earth masses

Notes

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

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

Form 8

List of small architectural forms and portable products

Form 9

List of landscaping elements

Form 10

List of sidewalks, paths and platforms

APPENDIX A
(informative)

An example of a drawing development sheet

APPENDIX B
(informative)

An example of drawing up a development sheet for a consolidated plan for utility networks

Note - An example of the statement is given for the coordinate reference of networks.

APPENDIX B
(informative)

Example of design of explication of buildings and structures

APPENDIX D
(informative)

Example of registration of a statement of residential and public buildings and structures

APPENDIX D
(informative)

An example of drawing up a statement of drainage structures

Soil name

Quantity, m 3

Note

Factory area

Pre-factory territory

Embankment (+)

Notch(-)

Embankment (+)

Notch(-)

1 Territory planning soil

150 000

96 480*

61 240

56 660

GP(6)

2 Displaced soil

74 120

10 600

incl. with the device:

a) underground parts of buildings and structures

(25 000)

QoL (2.4)

b) road surfaces

(46 000)

(10 420)

BP (2)

c) railway ways

(1 500)

RV(2)

d) underground networks

(300)

(40)

NVK (1,2)

e) drainage structures

(460)

GP (3)

e) fertile soil in green areas

(860)

(140)

GP (4)

3 Soil for constructing high floors of buildings and embankments of structures

6 900

AR (7)

4 Compaction correction

15 690

6 120

Eng.-geol. refinement

Total suitable soil

172 520

170 600

67 360

67 260

5 Lack of suitable soil

1 990**

100**

6 Soil that is not suitable for embankment of foundations of buildings and structures and must be removed from the territory (peat)

47 300***

47 300

7 140***

7 140

GP (5)

7 Fertile soil, total, including:

44 500

7 340

GP (4)

a) used for landscaping

b) excess fertile soil (land reclamation)

43 640

7 200

8 Total processed soil

264 390

264 390

81 840

81 840