19. 100% Design KAZCENT - HSRC.pdf

WORKING DRAWINGS

Contract No. H92277-19-C-0004 KazCent Conference Center Bostandyk (Kalinin) Region, Zharokov Street, 210/1, Almaty City, Kazakhstan

"Integra Engineering Group" LLP

State License No. 15018832

Almaty, 2020

_февраль

A g re e d

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Format A3

S ig n a n d D a te

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Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Amirkulov D.Drawn by

Checked by

N.Control

GIP

"Integra Engineering Group KZ" LLP

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

11.19

11.19

11.19

List of working drawings of the main set

List of reference and attached documents

HSRC-1.1

General Infomation

List of reference documents

Reference documents

SNiP RK 2.03-30-2006 "Construction in seismic areas"

SNiP 2.01.07-85* "Loads and impacts"

SNiP RK 2.04-01-2010 "Construction climatology"

SNiP RK 5.01-01-2002 "Foundations of buildings and structures"

SNiP RK 5.04-18-2002 "Metal structures"

SNiP RK 5.04-23-2002 "Steel structure. Design standards"

SNiP 2.09-03-85 "Facilities of industrial enterprises"

SNiP 3.02.01-87 "Earthworks, bases and foundations"

SNiP 3.04.03-85

SNiP 3.04.01-87 "Insulation and finishing coatings"

Serial 3.006.1-8 al. 0-1 «Каналы и тоннели сборные железобетонные из лотковых элементов»

Serial 3.900.1-14 al. 1

Serial 1.450.3-7.94 al. 2

Serial 1.400-15 al. 1

"Precast concrete channels and tunnels from tray elements» "Stairs, platforms, ladders and fences steel for industrial buildings of industrial enterprises"

"Unified mortgage products of reinforced concrete structures for fastening of technological communications and equipment"

General Information

Layout of reinforced concrete elements

Fixed support H1, H2

Compensators K1

Details of pipelines UT1. Formwork drawing

Details of pipelines UT1 (Reinforcements)

Monolithic part MU1 (sec. 1-1). Turn points UP1-UP5.

1.1

Reference documents

Fixed support of pipelines4.903-10, a.5

Fixed support of pipelines

7.903-9 Compositions of heating insulation of pipelines.

Attached documents

4.903-10, a.4

ТС/RC.I-МС2

Water collector МN-1

ТС/RC.I-МС3

ТС/RC.I-МС1

Connection details МС2

Connection details МС1

General Information1.2

8 Fixed supports H3-H6

NoteDescriptionList

NoteDescriptionDocument

NoteDescriptionDocument

"Protection of building structures and structures from corrosion. Rules of production and acceptance of works"

This design has been developed in accordance with the codes applicable in the Republic of Kazakhstan, and ensures the safety of human life and health in the period of the facility operation subject to the implemenation of measures provided in drawings

Chief Project Engineer Orazalin K.K. 8

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Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Amirkulov D.Drawn by

Checked by

N.Control

GIP

"Integra Engineering Group KZ" LLP

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

11.19

11.19

11.19

HSRC-1.2

1.General Information The working project "KazCent Conference Center Almaty city, Bostandyksky district (Kalininsky), Zharokova str., 210/1" was developed on the basis of drawing set TC.

Conditions of construction site:

- climatic area-III, subdistrict B (SP RK 2.04-01-2017);

- the average temperature of the coldest five days-minus 23.3 C° (SP RK 2.04-01-2017).

The project is designed for the following climatic conditions:

- normative weight of snow cover-70 kgs / m2 (I) SNiP 2.01.07-85*);

- normative high-speed wind head-38 kgf / mg (III) SNiP 2.01.07-85*);

- The area is located in the zone with seismic hazard (according to the SP RK 2.03-30-2017) - 9 (nine) points on maps of seismic zoning of OCZ-2475 and OCZ-22475. Peak accelerations (in fractions of g) for rocky soils: OCZ-1475 - (agR(475)) - 0.38; and OCZ-12475 -(agR(2475)) - 0.73;

- Type of ground conditions of the construction site-II (second) (according to vol. 6. 1 SP RK 2.03-30-2017).

- Design acceleration-0,535 (according to Annex E SP RK 2.03-30-2017).

- Design seismicity of the construction site - 9 (nine) points (according to vol. 6. 2 SP RK 2.03-30-2017).

- Normative depth of soil freezing for loam-0.79 m; for sandy loam-0.96 m; for coarse soil - 1.17 m.

In accordance with the report of engineering and geological survey, the following engineering and geological elements are identified in site:

1a. Road layers- small crushed stone, low moisture, from 0,0 to 0,2m with layers of sandy firm loam-41A; density of soil-1,75 g/cm3 (table);

1b. Bulk soil-crushed stone soil with a dusty-clay filler, low moisture-14; soil density-1.80 g / cm3 (table);

1c. Bulk soil-semi-solid loam, with the inclusion of grus to 10-15%, from 1.0 m to 1.2 m with layers of loose pebbles-35g; soil density-1.95 g/cm3 (table);

2. Hard sandy loam with inclusion of gravel up to 25-30% - 36V; the number of plasticity-3.6; natural humidity-10.8%; yield strength-<0; soil density-1.80 g / cm3 (table); angle of natural slope in the dry state-270; angle of natural slope in the wet state-24*0; modulus of deformation in the natural state-16.0 MPa;

3. Gravel soil, with sandy aggregate, with layers of hard sandy loam - 6A; natural humidity-8.4%; soil density-1.75 g/cm3 (table);

angle of natural slope in the dry state-40°; angle of natural slope in the wet state-38°; modulus of deformation in the natural state-40.0 MPa;

4a. Pebble soil, with sand filler, low moisture - 6b; natural humidity-5.6%; soil density-1.95 g/cm3 (table); angle of natural slope in the dry state-41°; angle of natural slope in the wet state-39°; modulus of deformation in the natural state -40.0 MPa;

5. Pebble soil with inclusions of boulders 25% - 6g; soil density-2.00 g/cm3 (table); angle of natural slope in the dry state-43°;

angle of natural slope in the wet state-40°; modulus of deformation in the natural state-50.0 MPa;

The construction site surface is composed of bulk soils-crushed stone soil with a dusty-clay filler, low-moisture, with a capacity of 0.6-0.9 m (1st and 3rd wells), semi-solid loam, with the inclusion of grus up to 10-15%, with 1.0 m to 1.2 m with layers of loose pebbles, with a capacity of 0.4 m (1st well). Bulk soils are underlain by gravel soil (1, 2 wells), sandy loam solid, with the inclusion of grus to 25-30%, pebble soil, with a sandy filler, low moisture (3rd well). In all wells between the depth of 1,3-2,9 m, pebble soils with the inclusion of boulders up to 25%, low moisture were detected within opened depth of 8,7-12,9 m.

Groundwater during the survey period (February 2019) within a depth of 10.0-15.0 m were not detected.

According to chemical analyses, soils are not salty (ST RK 2.01-101-2013, Appendix B.,t.B-1). According to the degree of sulfate aggressiveness of the soil, for concrete to take class W/4H1.1x; for portland cement to take from non-aggressive to mildly aggressive, for calculations to take a weak degree of aggressiveness. To R/C structures (on the content of chlorides) -non-aggressive.

Corrosivity of soils to carbon steel (specific resistance of the soil) is low.

Soils on the degree of frost hazard is almost non-porous.

2. Structure solution. Underground laying of pipelines.

Underground laying of pipes is designed in the channels of precast concrete trays according to the series 3.006.1-8 "Precast concrete canals and tunnels of tray elements". The lower trays of the underground channels shall be laid on the sand subbase of sand with medium size fraction 0.25-0.5 mm and thickness of 100mm.

Between R/C walls of drainage manhole and manholes, connecting elements of MC1-MC5 shall be intalled. The connecting elements of MC1-MS5 shall be installed in horizontal joints between reinforced concrete walls according to seismic conditions and with technical solutions for water manholes (TPR 901-09-11.84 AVI.88 "Domestic water manholes" additional measures for construction in seismic areas 7-9 points).

Joints between precast concrete elements of underground structures shall be carefully filled with cement mortar M100.

In joints under R/C trays R/C pads shall be installed.

In underground channels not more than 50 m, and also in places of conjunction of channels to manholes and fixed supports, it is necessary to install expansion joint. For the details of expansion joint, see series 3.006.1-8. The joints between the trays shall be filled with cement mortar M100. In places of expansion joints of underground channels elements, bitumen mastic shall be filled .

Underground manhole for sectioning valves, branch units, air service units and pipeline drainage service units was designed for heating system line.

Manhole structures - monolithic reinforced concrete cl.B20 bottom reinforced monolithic thickness of 300mm, lean concrete cl. B7,5. Walls is reinforced monolithic with thickness 300mm. Manhole slabs-precast concrete slabs by series 3.006.1-8 based on the walls of the manhole and precast beams.

The structures of the drainage manhole was provided from precast concrete walls with a diameter of 1500 mm.

Precast concrete walls and slabs were adopted according to the series 3.900.1-14 "Reinforced concrete Products for round manholes".

The top of the manholes shall be covered with cast iron hatches type "T" according to GOST 3634-99.

Channel structures were designed to be laid with the depth of 0.5 m or more from the top of the pavement to the top of the slab. The minimum depth of the slab of the heating manholes from the top of the road surface is 0.3 m.

Fixed supports shall be made of reinforced monolithic reinforced concrete cl.B25 On the heating lines, guide supports of metal inserts with sealing in reinforced concrete trays are provided.

3. Instructions for the preparation of earthworks.

Backfill of underground structures shall be made by local non-sedimentary pebble soil with uniform layers with the thickness of 20-30 cm, simultaneously from opposite sides, with compacting in accordance with the requirements of SNiP 3.02.01-87 "Earthworks, bases and foundations".

During the preparation of earthworks, the soils of the base have to be protected from moisture by surface waters and from freezing.

Earthworks shall be performed in accordance with the requirements of SNiP 3.02.01-87 " Earthworks, bases and foundations."

4. Preparation of concrete, reinforcement and installation works.

Preparation and installation of precast concrete elements of channels, slabs of manholes shall be strictly made in accordance with instructions of a series 3.006.1-8 "Channels and tunnels precast concrete from tray elements".

The location of the reinforcement of monolithic reinforced concrete structures shall be performed with fixators which provide the required values of the protective layers of concrete and the required distances between the rebars. It is not allowed to use trimming of reinforcement bars, plates, wooden bars, etc. as fixators.

Individual reinforcement rebars shall be connected to each other, linking them with tire wire at all intersections.

Hooks of cross reinforcement shall be located strictly perpendicularly to the working rebars and densely adjoin to than.

All welded joints of working rebars shall be performed in accordance with the requirements of GOST 14098-91.

Cast of monolithic concrete structures shall be performed only after installation and verification of the correct position of all embedded and reinforcement features .

Monolithic structures shall be made on lean concrete cl. B7,5 with the thickness of 100 mm. Precast concrete structures in the manholes shall be mounted on cement mortar M100. Prefabricated trays shall be installed on a layer of sand subbase with a thickness of 100 mm.

All work have to be performed in accordance with the requirements of SNiP RK 5.03-37-2005 "Bearing and enclosing structures".

All welded joints of working rebars shall be performed in accordance with GOST 14098-91 by electrodes type E42-a according to GOST 9467-75*.

5. Measures to protection of building structures from corrosion.

For monolithic reinforced concrete structures, concrete with strength cl. B20 and B25 on Portland cement (GOST 10178), frost resistance grade F100, hot-rolled rebars with periodic profile class A-III and without profile class A-I according to GOST 5781-82 shall be used. For manual arc welding, electrodes of type E42A according to GOST 9467-75 shall be used.

All steel, connecting, embedded and overhead metal elements, welds shall be painted by 2 layers of enamel PF-115 (GOST 6465) on the primer GF-021 (GOST 25129) with the total layer of 150 microns thickness.

The side surfaces of reinforced concrete structures in contact with the ground shall be covered with 2 layers of hot bitumen.

Work of corrosion protection of structures shall be performed in accordance with the requirements of SNiP 3.04.03-85 "Protection of building and structures from corrosion. Rules of production and acceptance of works", SNiP 3.04.01-87 "Insulation and finishing coatings".

The project does not allow to prepare the works at negative outdoor temperatures.

General Infomation

A g re e d

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Layout of R/C Elements

HSRC-2

1. For general Information, see sheet RC1

2. Read this sheet together with the sheets RC3-RC6

3. The connection of proposed heating system to existing heating line shall be executed during installation.

Absolute level of the ground, existing underground systems shall be specified during earthworks.

4. For the layout and profiles of heating lines, refer to the set of TC.

5. Joints between precast R/C elements of channels shall be caulked with cement mortar M100.

6. In channels through more than 50m, and also in connection points of the channel to the R/C manhole or fixed support, expantion joints "E.J." shall be provided according to series 3.006.1-2.87.

Support cushion shall be placed on a cement mortar M100 of thickness 10mm. For the location of the support cushion OP, refer to sheets TC.

7. At the base of the trays, a sand subbase with a thickness of 100 mm shall be performed.

8. All surfaces of R/C elements in contact with the ground shall be coated with hot bitumen for two time.

9. Prefabricated elements of the channel with the sign "*" shall be removed during installation.

10.Trays (slabs) with the sign "*" are additional elements. The quantity of trays in the specification is taken into account that the excessive parts to be used in other locations.

11. The concrete strength of precast reinforced concrete structures shall be taken by the series.

Item Qua.DescriptionDocument Weight, kg Note

Assembly unit:

Support element Н-1Н-1

Sheet RC-3 1

Support element Н-2Н-2 Sheet RC-7 1

Material:

Brick in joints and e.j.

KR-r-by 250×120×65/1NF/200/2,0/50

Waterproofing (strip of ruberoid) width400х5000

0,8 m 3GOST 530-2012

2 m 2GOST 10923-93

(Pad 65х250х1200) Concrete cl. В7,51 m ³

Heating manhole UT1UT-1

Sheet RC-7 1

Details:

Sand Subbase 31.6 m 3

Expantion Joint "e.j." 18 шт

2.0

0,025

Support element Н-3Н-3 1

Support element Н-4Н-4 1

4.0

0,025

Expansion Joint in wall

R/C structure (manhole, support and ect.)

(plan)

Two layers of rubberoid Tray class "L"

Brick (65х250х300h) in joint and "e.j."

Expansion Joint (on slab and bottom of tray)

-Concrete pad class В7,5 -Two layers of rubberoid -R/C tray class "LK" Concrete В7,5

Tray class"LK"

-R/C tray class "L" -R/C pad in joints -Sand subbase -Compacted soil

Expansion Joint (Detail of connection to R/C structure)

-Concrete pad class В7,5 -Two layers of rubberoid -R/C slab class "P"

Bitumen mastic

Concrete В7,5

R/C structure

Tray class "L"

Slab class "P"

Prefabricated R/C Pad

Brick (65х250х300h) in joint and "e.j."

А - А

PT1(PT1*)

PP..

Brick (65х250х300h) in joint and e.j.

i=0,003

Cement Mortar M100

0 10

Bottom of tray

SandLK1(LK1*) Tray LK.300.90.60

C

PT1

LK1

B

C

PT1

LK1

PT1

LK1

layout of reinforced concrete elements

170 280 170

3.006.1-2/87.0-17

ОP1

sp.3.0m

Section 3-3

Heating Pipes 2 p. ∅57x3,0

P5-8 P5d-8

Slab

85,9 m

900.0R/C Tray L4-8*(var.)L4-8* 3.006.1-2.87 в.0, 1

230.0R/C Tray L4d-8L4d-8

R/C Pad of Tray PP3 100.0

P5-8* 410.0R/C Slab P5-8

PP3

OP1 Support Pad OP1 10.0

P5d-8 100.0R/C Slab P5d-8

3.006.1-2.87 в.0, 2

MU1 Monolitic Slab MU1 2,5 r.m.RC-5

Support element Н-5Н-5 1

Support element Н-6Н-6 1

Sheet RC-8

Sheet RC-8

Sheet RC-8

Sheet RC-8

3.006.1-2.87 в.0, 1

3.006.1-2.87 в.0, 2

3.006.1-2.87 в.0, 2

3.006.1-2.87 в.0, 2

4500 2300

8500 11500 9000

8600 10005 e.j.

e.j.

P7 -5

L6 -1

P7 -5

L6 -1

P7-5 L6-11

P7-5 L6-11

P7d-5 L6d-11 P7d-5

L6d-11

P d

L d

P7 -5

L6

-1 1*

P7-5* L6-11*

P7d-5 L6d-11

P7d-5 L6d-11

P

L 11*

P7-5* L6-11*

2560 2570

250 250

OP1

1500 1500

3х3000=9000

3000 1000

780 2300 700

OP1 OP1

250 250 e.j.

750 750 750 2х3000=6000

250250 75030003000 750 750460 х

0 L4-8

P5-8 L4-8 P5-8

L4-8 P5-8

L4-8 P5-8

L4-8 P5-8

L4д-8 P5д-8

L4d-8 P5d-8

L4d-8 P5d-8

L4-8 P5-8

L4d-8 P5d-8

L4-8 P5-8

Л4д-8 П5д-8

L4d-8 P5d-8

L4 -8

P 5-

L4

-8

P 5-

8*

OP1 OP1

3000 2500 3000

OP1OP1

OP1

25002500

OP1

OP1

OP2

OP2

OP2

1500 1890

170015501250

3000 1000

OP2

OP2

OP1 OP1 OP1

220027002500

1 1

2 2

Н3

RC-6

Н4

RC-6

A

A

OP2 Support Pad OP2 13.0123.006.1-2.87 в.0, 2

1125.0R/C Tray L6-11*(var.)L6-11* 3.006.1-2.87 в.0, 1

280.0R/C Tray L6d-11L6d-11

P7-5* 610.0R/C Slab P7-5*

P7d-5 150.0R/C Slab P7d-5

3.006.1-2.87 в.0, 2

3.006.1-2.87 в.0, 1

3.006.1-2.87 в.0, 2

Compensator К1K1 Sheet R/C-6 1

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Amirkulov D.Drawn by

Checked by

N.Control

GIP

"Integra Engineering Group KZ" LLP

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

11.19

11.19

11.19

Format А1

L4-8 P5-8

R/C Pad of Tray PP5 190.0PP5 103.006.1-2.87 в.0, 2

R/C elements

Limit of design e.j.

Н6

RC-6

L4-8 P5-8

L4 -8

P 5-

L4 d-

P 5d

-8 L4

-8 P 5-

L4 d-

P 5d

-8 L4 d-

P 5d

-8 L4 d-

P 5d

-8

OP1

OP1

OP1

OP1

e.j.

OP2 OP2

Level of Channel Bottom see profile TC

Level of Channel Top see profile TC

Ground Level

Н D e p th o f

B a ck fi ll in g

Н D e p th o f

L a y in g

∅1 х4

A x e o f ca n a l

165 165 335 9013533590135

SandSupport Cushion PP5

Prefabricated R/C lining type "PP.." only in joints and in E.J.

Only in joint and E.J.

Brick(65х250х300h)

L6-11 (L6d-11*) R/C Tray

P7-5 (P7d-5*) R/C Slab

Heating Pipes

C

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab type "PT"

- Reinforced concrete tray type "LC"

- R/C lining type "PP" in the joints

- Sand subbase

- Compacted soil

∅108х4

Section 1-1

155 310 155

3.006.1-2/87.0-17

ОP1

sp.2.5m

Section 2-2

Sand Subbase b=100mm

PP3

Brick Wall

Heating Pipes ∅89x4/160

Л4-8* Л4д-8

П5-8(П5д-8)

Н 1 D e p th o f

B a ck fi ll in g

V a ri o u s

Prefabricated R/C lining type "PP.." only in joints and in E.J.

R/C Tray

R/C Slab

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab type "PT"

Ground Level

Level of Channel Bottom see profile TC

Level of Channel Top see profile TC

Н1

RC-6

e.j.

Limit of Design e.j.

e.j. Limit of Design

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab type "PT" Level of

Channel Top see profile TC

Level of Channel Bottom see profile TC

Prefabricated R/C lining type "PP.." only in joints and in E.J.

Cement Mortar M100

- Reinforced concrete tray type "LC"

- R/C lining type "PP" in the joints

- Sand subbase

- Compacted soil

Bitumen mastic -R/C tray class "L" -R/C pad in joints -Sand subbase -Compacted soil

Brick (65х250х300h) in joint and "e.j."

Tray class"LK"

Bitumen mastic

Prefabricated R/C Pad

Prefabricated R/C Pad Bitumen mastic

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab type "PT"Ground Level

Н 1 D e p th o f

B a ck fi ll in g

V a ri o u s

Level of Channel Bottom see profile TC

Level of Channel Top see profile TC

Brick Wall

Sand Subbase b=100mm

- Reinforced concrete tray type "LC"

- R/C lining type "PP" in the joints

- Sand subbase

- Compacted soil

PP3

Л4-8* Л4д-8

Prefabricated R/C lining type "PP.." only in joints and in E.J.

R/C Tray

Cement Mortar M100

Cement Mortar M100

SPECIFICATION OF ELEMENTS FOR THE SCHEME LOCATED ON THE SHEET

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Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Amirkulov D.Drawn by

Checked by

N.Control

GIP

"Integra Engineering Group KZ" LLP

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

11.19

11.19

11.19

HSRC-3

300300 2500 manhole UT1.

Formwork Drawings

Ground Level

0.000

-0.500

CG-22

КО6Л1МС1

Ур.земли

0.000 867.57

-0.500 867.07

750 1000 750 300300

300 780 300

100100

ПО4

1 - 1

2 - 2

250 1000 250

А

А1

U1 Зд1

Зд1 У1

А1А1 а а

To drill ∅12

-2.000 865.07

-2.300 864.77

7501000750

-1.460 866.11

-1.000 866.57

MN-1

МН-1

620 600

А

1. General information, ground conditions and backfilling, refer to sheet RC-1.

2. Scheme location of manhole UT1 and drainage manhole DK1 refer to drawing TC-2,3.

3. manhole shall be placed on lean concrete cl.B7,5 of thickness 100mm with the horizontal surface in plumb with the dimensions exceeding the dimensions of a manhole slab as 100mm in each side on the compacted of soil.

4. The joints between slabs of manhole shall be filled by mortar M100.

5. After installation of hatch "L", around the hatch shall be filled by concrete cl.B15. Consumption of concrete-0.03m3.

6. Manhole wall shall be installed on freshly laid cement mortar M100.

7. The connecting element MC-1 shall be installed in each horizontal joint at 90° (4 pieces per joint in the neck).

The connecting element MC-2 shall be installed in each horizontal joint at 45° (8 pieces per joint in the manhole walls).

8. All side surfaces of R/C structures in contact with the soil shall be coated with hot bitumen for 2 times on the primer based on bitumen BN 90/10.

9. Prior to open required sleeves on wall, drill along the contour of sleeve.

10. Along the perimeter of the manhole necks UT1, as well as the manhole DK1, blind area with the width of

1000mm with concrete cl.B12,5 shall be installed (consumption of concrete per manhole-0.6 m3).

11. The concrete strength of precast R/C structures shall be taken by the series.

12. Refer to the sheet RC-4 with this sheet together.

DK1

∅1000

МС-2

С1

Dranaige manhole DK1

МС-2

∅ 50мм Centre El. 859,14 see note п.9 3

Scheme of Slab DK

"L"

"L"

КО-6

МС-1

867.57

864.76

∅50mm see note 9

863.17

С1

КС10.9

КС10.6

КС10.9

МС-2

PP10-2

manhole UT1 (Formwork)

-1.460 866.11

-1.000

866.57 5

1000х460h Invert el. 866.11

620х460h Invert el. 866.11

620х460h Invert el. 866.11

∅700

∅700

For Bm1

Bm1

1250 1250

Бм1

Bm1

400х300h 1350400

КО6L1МС1

PO4

manhole UT1.

Layout of the slab

Axe of Canal

-2.000 865.07

-2.300 864.77

867.57

867.07

300 2500 300

3 - 3 а - а

СГ-22

CG-22

OP3

Crash stone М400, fractions 5-10mm

Axe of Canal

Axe of Canal

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

-Leveling cement screed M100-20mm

-Reinforced concrete slab type

Specification

Materials:

Assembly unit:

UT1 manhole UT1sheet RC 18

U1 8 1,4GOST 8509-93* L75х6 L=200mm 11.20

12GOST 19903-74 plate -6х130х150 0,95Zd1 11.40 kg kg

КО6 6Support Slab КО6Serial 3.900.1-14 a.1 50.0 300.00kg

МС1 Connection Detail МС1 16 1.8 28.80 kgRC.I-МС1

Blind Area (Concrete В10) m³2.1

А1 28"HILTI" HSL-3-GM8/20

CG-22 Stair CG-22, L=2200Serial 1.450.3-7.94.2-КМ4 2 39.2 78.40 kg

L1 2Hatch Т(С250) a2.60 GOST 3634-99 120.0 240.00kg

6.9

Concrete cl. В20, W4, F100 m³8.4

Materials:

1 GOST 5781-82* 32∅16AIII, L=2570 4.06 129.92

1 1812.47 kg

3* GOST 5781-82* 56∅16AIII, L=1800 2.85 159.60 kg

4* GOST 5781-82* 56∅16AIII, L=1300 2.06 115.36 kg

5 GOST 5781-82*

40∅16AIII, L=2580 4.08 163.20 kg6 GOST 5781-82*

196.6 310.63 kg

8 GOST 5781-82* 108.8∅20AIII, L=п.м 2.47 268.74kg

F1* GOST 5781-82* 50∅8AI, L=790 0.32 16.00 kg

Sh1* GOST 5781-82* 140∅8AI, L=480 0.19 26.60 kg

Х1* GOST 5781-82* 240∅8AI, L=980 0.39 93.60 kg

G1* GOST 5781-82* 58∅12AIII, L=1700 1.51 87.58 kg

Ск1* GOST 5781-82* 56∅12AIII, L=1220 1.09 61.04 kg

G2* GOST 5781-82* 40∅12AIII, L=1400 1.25 50.00 kg

Lean Concrete (concrete cl. В7,5) m³0.93

∅16AIII, L=пм 1.58 manhole UT1.

Scheme of reinforcement х

200х15=300050

F1 sp.400х400

3;4 sp.200

3;4 sp.200

The scheme of reinforcement anchor of the manhole slab х

200х12=2400 sp.200 sp.200 х

200х12=2400 manhole UT1.

Scheme of wall reinforcement

Г2 ш.200

Gr.Level

3,4 sp.200 х

0 Ск1 sp.200 sp.200

3,4 sp.200

Ск1

Sh1 sp.400х400

200х15=3000

F1 sp.400х400

А - А B-B

Pos. Scheme

List of details

(4) (1

Ф1

3 16

Sh1

120 120

Х1

260 140

G1

0 17

Ск1

510 510

G2

50200 sp.200 sp.200

G1 sp.200

F1 Ск1

-2.000

-2.300

∅ 8 Total ∅ 12 ∅ 20 Total

Total Total steel,kg

List of steel consumption per element, kg.

136.20 136.20 198.62 268.741676.271812.47 1812.47

A I A III

GOST 5781-82*GOST 5781-82*

Class of reinforcement

Reinforcement Details

∅ 16

1208.91

Pos.

UT1

Detail of overlapping

Lн=42d d н d н

Twist the knitting wire not less than in 3 places а800 800

200 200

Scheme of framing openings

Х1

Х1

Х1 v v

Х1 sp.100 v - v

Х1 sp.100

100 100

50 50

1. For general Information, refer to sheet RC-1.

2. Manhole shall be placed on lean concrete cl.B7,5 with the thickness of 100mm on plumb surface. The dimensions of lean concrete shall exceed the dimensions of manhole slab with 100mm in each side of the compacted soil.

3. The connecting element MC-1 shall be installed in each horizontal joint at 90° (4 pieces per joint in the neck).

4. After installing the hatch L1, a blind area with the width of 1.5 m and with the thickness of 100mm concrete (class B10) shall be provided. Hatches shall be installed in flush with the ground.

5. All side surfaces of R/C structures in contact with the soil shall be coated with hot bitumen for 2 times on the primer based on bitumen BN 90/10.

6. All metal products, surfaces of details shall be painted in 2 layers with enamel PF-115 on 1 layer of a primer GF-021 on the surface free of rust.

7. Welding shall be performed by electrodes type E42A (GOST 9467-75*) in accordance with the requirements of GOST 14098-91 and SNiP RK 5.03-37-2005.

8. All reinforcement shall be fixed with tire wire in all intersections.

9. In the reinforcement scheme, the holes are not conventionally shown. The rebars shall be cut during installation of blockouts and sleeves.

10.The rebars of pos.3,4 and pos. 5,6 shall be altered in a row, as long one will be replaced with short.

0.000

-0.500

-2.000

-2.300

А А

Б

Б

B

B

МN-1 Water collector МN-1 1 99.024-17-0-RC.I-МN-1 manhole UT1

HSRC-4

(reinforcement)Ин в.

п од л.

По дп ис ь и да та Вз ам . и нв

Формат А2

UT1 manhole UT1.

Dranaige Manhole DK 1 1

К0-6 К0-6 4 50.0Support SlabSerial 3.900.1-14 a.1

Serial 1.450.3-7.94 a.0 Stair 1С1 63.6СХ-40

PP10-2 PP10-2 1SlabSerial 3.900.1-14 a.1 250.0

3 600.0КС10.9КС10.9 Serial 3.900.1-14 a.1

400.0КС10.6КС10.6 Serial 3.900.1-14 a.1 2

"L" GOST 3634-99 120.0Hacth Т(С250-ТС.2,7-60) with hinge and lock

МС-2 Connection Detail МС-2 32

1.8МС-1 Connection Detail МС-1 12

2.2

24-17-0-RC.I-МС-1

24-17-0-RC.I-МС-2

ш.200(ш.100) sp.200(sp.100) sp.200 sp.200 sp.200 ш.200

Specification of DK1 elements

*Underground R/C structures shall be made of concrete on sulphate-resistant cement according to GOST 22266-2013.

* Specification for single element

Gr.Level

3,4 sp.200 х

0 Ск1 sp.200 sp.200

3,4 sp.200

Ск1

Sh1 sp.400х400

200х12=2400

F1 sp.400х400

-2.000

0.000

-0.500

-2.300 sp.200(sp.100) sp.400х400

3;4 sp.200

3;4 sp.200 sp.200

Bm1 Beam B5 1 600.0 600.0Serial 3.006.1-2.87. a.6

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

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11.19

11.19

11.19

PO4 Serial 3.006.1-2.87 a.6-24 2Slab PO4 1530 3060,0kg ш.200(ш.100)

2 GOST 5781-82* 28∅16AIII, L=3070 4.85 135.80 kg sp.200 sp.200 sp.200

40∅16AIII, L=3080 4.86 194.40kg7 GOST 5781-82*

865.07

864.77

867.57

867.07

865.07

864.77

867.57

867.07

OPZ 6 40.0Support Cushion OP-3Serial 3.006.1-2.87 a.2

NoteItem Document Description pcs

Qua.

kg

Weight

Support Wall

Support Wall

NoteItem Document Description pcs

Qua.

kg

Weight n a n d D a te

O ri g In v N o

R e p l.

I n v N o

Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Amirkulov D.Drawn by

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11.19

HSRC-5

Underground R/C structures shall be made by the concrete on sulphate-resistant cement according to GOST 22266-2013.

1. General information, ground conditions and backfilling, refer to sheet RC-1.

2. Refer this sheet together with the sheet RC-2.

3. Scheme of location of heating system elements, profiles, section 1-1, turn points UP1, UP2, refer to drawing TC-2,3.

4. Joints between precast reinforced concrete elements shall be filled with M100 cement mortar.

5. All side surfaces of reinforced concrete structures in contact with the ground shall be coated with hot bitumen for 2 times on a primer based on bitumen BN 90/10.

6. Walls of reinforced concrete trays shall be removed during mounting.

7. The concrete strength of precast reinforced concrete structures shall be taken by the series.

8. Monolithic part MU1 (for sec. 1-1) shall be provided in parts of the layout, where the use of trays is not available.

9. The instalation of monolithic part shall be produced on a layer of lean concrete cl. B7,5 with thickness 100mm.

Note

SPECIFICATION OF ELEMENTS FOR THE SCHEME LOCATED ON THE SHEET

Item Document Description pcs

Qua.

kg

Weight

Turn Point UP1, UP2, UP3, UP4, UP55

Turn Point UP3, UP4, UP5

Concrete Slab P8-11

С-4

100 200 Sand Subbase

1 - 1

С-1 1GOST 23279-85

С-2 GOST 23279-85

С-3 GOST 23279-85

Mesh 4С 100х2002550

10АIII-150

10АIII-150 17.26

1Mesh 4С 85х100 50

10АIII-150

10АIII-150 7.37

2Mesh 4С 70х100 50

10АIII-150

10АIII-150 6.10

0.39 m3

0.11 m3

Concrete cl. В15*, W4, F50

Concrete cl. В7,5Lean Concrete

P5d-8 3.006.1-2.87.2-5 100.0Slab P5d-82

Monolitic Part MU1 (for sec. 1-1) for 1 r.m.2,5 r.m.

0.20 m3Concrete cl. В15*, W4, F50

С-4 1GOST 23279-85 Mesh 4С 55х150 75

10АIII-150

10АIII-150 7.09

Monolitic Part MU (for sec. 1-1) (formwork) see note 8

120120

120120

5 С-1

С-3

С-2

(reinforcement)

170 280 170 Lean Concrete cl.В7.5 h=100mm

Monolitic Part MU P5d-8

Heating Pipe 2p. ∅89x4

(2 p. ∅57x3,5) cl.В15 b=100mm

Monolitic Part MU1 (sec. 1-1) Turn Point UP1-UP5

Turn Point UP1

Concrete В15

С-4

Tray L4-8*

280 170

Tray L4-8*

Pad PP3see RC-2 see RC-2 see RC-2

100 325 330 325 100

Tray L6-11* see RC-2

Removed Part of Wall

Pad PP3 see RC-2

Tray L6-11* see RC-2

Concrete В15

С-4

Tray L6-11*

330 325

Tray L6-11*1000

Pad PP3 see RC-2 See RC-2 see RC-2

Turn Point UP2

Removed Part of Wall

Removed Part of Wall n a n d D a te

O ri g In v N o

R e p l.

I n v N o

Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

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11.19

11.19

11.19

HSRC-6

SPECIFICATION OF ELEMENTS FOR THE SCHEME LOCATED ON THE SHEET

Compensator К1

900.0Tray L4-8*3.006.1-2.87.1-7

Tray Pad 100.0PP3

410.0Slab P5-8

PP3

Support cushion OP1OP1 10.03.006.1-2.87.2-58

100.0Slab P5d-8

230.0Tray L4d-8*3.006.1-2.87.1-8 3

L4-8*

P5-8

P5d-8

L4d-8

3.006.1-2.87.2-30

3.006.1-2.87.2-6

3.006.1-2.87.2-55

0.60 m3Concrete cl. В15*, W4, F50

С-1 4GOST 23279-85 Mesh 4С 55х150 75

10АIII-150

10АIII-150 7.09

1. For general Information, refer to sheet RC-1.

2. For the layout of the fixed support, refer to drawing RC-2.

3. On the base of channel, sand cushion with a thickness of 100 mm shall be placed, exceeding the dimensions of the bottom channel by 100 mm in each side.

4. Walls of reinforced concrete trays, slab shall be removed during mounting.

5. All side surfaces of R/C structures in contact with the ground shall be coated with hot bitumen for 2 times on the primer based on bitumen BN 90/10.

6. Support cushion OP1 shall be installed on a cement mortar cl. M100 with thickness of 10 mm.

200200

С-1

PP3

281550

OP1

PP3

P5-8

P5-8

P5d-8*

Compensator К1 Scheme of Slab

170 280 170

3.006.1-2/87.0-17

OP1

1 - 1

Sand Subbase b=100mm

PP3

in joints

Brick Wall

Heating Line 2 p. ∅76х3/140

L4-8* L4d-8

P5-8 P5d-8

К

867.77 (К1)

866.51 (К1)

Axe of Canal

С-1

Compensator К1.

L4-8*

L4-8*

OP1

PP3

С-1

0 6

С-1

PP3

280550

OP1

1 1

1 1

*Underground R/C structures shall be made of concrete on sulphate-resistant cement according to GOST 22266-2013.

* Specification for one element

L4d-8*

L4d-8*

866.97 (К1)

L4d-8*

Removed Part of Wall

Removed Part of Wall

Removed Part of Wall

Removed Part of Wall

Concrete В15

Concrete В15

Concrete В15

Concrete В15

Compensator К1

-Cement screed with slope М100 -15÷20mm -2 layers of bitumen mastic waterproofing

- Leveling cement screed M100-20mm

- Reinforced concrete slab

NoteItem Document Description pcs

Qua.

kg

Weight n a n d D a te

O ri g In v N o

R e p l.

I n v N o

Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

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11.19

11.19

11.19

HSRC-7

Welding shall be performed by electrodes E42A GOST 9467-75*.

SPECIFICATION OF ELEMENTS FOR THE SCHEME LOCATED ON THE SHEET

Underground R/C structures shall be made by the concrete on sulphate-resistant cement according to GOST 22266-2013.

1. For general information, ground conditions and backfilling, refer to sheet RC-1.

2. For the layout of the fixed support, refer to drawing RC-2.

3. The fixed supports shall be installed on a layer of lean concrete cl. B7,5 with thickness of 100mm.

4. Before commissioning of pipeline, the supports have to achieve 100% comprehensive strength.

5. All side surfaces of R/C structures in contact with the ground shall be coated with hot bitumen 2 times on the primer based on bitumen BN 90/10.

6. Holes for pipelines shall be cut during mounting.

Fixed supports H1, H2 (layout)

Axe of Pipelines

1 - 1

С-1

С-2

2 - 2

С-3

С-1

Lean Concrete

cl. В7.5 h=100mm100

Sleeve ∅159х4 L=500mm

1 1

Supports

Channel KL

Heating Pipe 2 p. ∅108x4

330635 635

330335 335

0 2

С-1 Mesh 2СGOST 23279-85 45х155 2 7.33

С-2 45х95 75

25 2 4.53GOST 23279-85

С-3 2 13.63

Mesh 2С

0.80 m3

0.13 m3

Concrete cl. В25*

Concrete cl. В7,5*

95х155 75 75GOST 23279-85 Mesh 2С

Lean Concrete

12АIII-200

12АIII-200

12АIII-200

12АIII-200

12АIII-200

12АIII-200

Fixed Support Н1, Н2 2

GOST 10704-91 Sleeve ∅159х4 L=500mm 1 7.65

866.68 (Н1)

867.94 (Н1)

866.16 (Н2)

867.59 (Н2)

Н

866.68 (Н1)

867.94 (Н1)

866.16 (Н2)

867.59 (Н2)

Supports

Sand Subbase b=100mm

Supports

NoteItem Document Description pcs

Qua.

kg

Weight

Fixed Support Н1, Н2 n a n d D a te

O ri g In v N o

R e p l.

I n v N o

Format A3

Stage Sheet Sheets

WD

H92277-19-C-0004-HSRC

Construction Solutions of the Heating System

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

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11.19

11.19

Fixed Support Н3-:-Н6

1 - 1

С-1

С-2

2 - 2

С-3

С-1

Sleeve ∅159х4 L=500mm

1 1

Channel KL

Heating Pipe 2 p. ∅89x4

(2 p. ∅57x3,5)

310 Н3,Н4,Н5445 445

310 Н3,Н4,Н5155 155

0 2

С-1 Mesh 2СGOST 23279-85 45х115 2 5.46

С-2 45х95 75

25 2 4.53GOST 23279-85

С-3 2 10.17

Mesh 2С

0.60

0.10

95х115 75 75GOST 23279-85 Mesh 2С

12АIII-200

12АIII-200

12АIII-200

12АIII-200

12АIII-200

12АIII-200

GOST 10704-91 Sleeve ∅159х4 L=500mm 1 7.65

HSRC-8

Fixed Support Н3-Н6

866.19 (Н3)

867.59 (Н3)

866.95 (Н4)

868.00 (Н4)

868.00 (Н5)

868.96 (Н5)

868.78 (Н6)

869.18 (Н6)

866.19 (Н3)

867.59 (Н3)

866.95 (Н4)

868.00 (Н4)

868.00 (Н5)

868.96 (Н5)

868.78 (Н6)

869.18 (Н6)

280 Н6

280 Н6460 460

,Н ,Н

,Н ,Н

170 170

(layout)

Supports

Supports

Axe of Pipelines

Axe of Pipelines

Supports

Lean Concrete

cl. В7.5 h=100mm

Sand Subbase b=100mm

SPECIFICATION OF ELEMENTS FOR THE SCHEME LOCATED ON THE SHEET

Fixed Support Н3-Н6

NoteItem Document Description pcs

Qua.

kg

Weight m3 m3

Concrete cl. В25*

Concrete cl. В7,5*Lean Concrete

Underground R/C structures shall be made by the concrete on sulphate-resistant cement according to GOST 22266-2013.

1. For general information, ground conditions and backfilling, refer to sheet RC-1.

2. For the layout of the fixed support, refer to drawing RC-2.

3. The fixed supports shall be installed on a layer of lean concrete cl. B7,5 with thickness of 100mm.

4. Before commissioning of pipeline, the supports have to achieve 100% comprehensive strength.

5. All side surfaces of R/C structures in contact with the ground shall be coated with hot bitumen 2 times on the primer based on bitumen BN 90/10.

6. Holes for pipelines shall be cut during mounting.

∅650

∅630

∅530

S ig n a n d D a te

O ri g In v N o

R e p l.

I n v N o

Document DescriptionP o z

Z o n e

F o rm a t

Qua. Note

MN-1

1. The welding shall be performed by electrodes type E42A GOST 9467-75* in accordance with the requirements of GOST 14098-91.

MN-1

1 GOST 10704-91 p.∅530х8; L=700mm 1 72,1 kg

GOST 19903-74* -t=4; ∅630mm 1 9,8 kg

GOST 8706-78* PV 510; ∅650mm 1 8,2 kg

1 - 1

1 1

4 GOST 10704-91 p.∅168х4; L=550mm 1 8,9 kg

Water Collector

MN-1

99,0

H92277-19-C-0004-HSRC.I 1

kg

Sheet 1

Format А4

Sheets 3

WD

Stage Weight Scale

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11.19

Connection Detail

МС-1

2 0,5kg

1 0,8kg

МС-1

1,8kg pos.1 pos.2 pos.2

МС-1

1 1

1 - 1 pos.1

GOST 19903-74*

GOST 19903-74*

-t=8х100х80

-t=8х150х80

H92277-19-C-0004-HSRC.I 2

Sheet 2

Format А4

Sheets 3

WD

Stage Weight Scale

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Z o n e

F o rm a t

Qua. Note

1. The welding shall be performed by electrodes type E42A GOST 9467-75* in accordance with the requirements of GOST 14098-91.

S ig n a n d D a te

O ri g In v N o

R e p l.

I n v N o

11.19

11.19

МС-2

-160х80х8 ГОСТ19903-74* 2 0,8kg

-120х80х8 ГОСТ19903-74* 1 0,6kgС235 GOST 27772-88*

С235 GOST 27772-88*

pos.1 pos.2 pos.1 pos.2

МС-2 1 - 1

1 1

1. Detail shall be fabricated in accordance with GOST 10922-90.

2.The welding shall be performed by electrodes type E42A GOST 9467-75* in accordance with the requirements of GOST 14098-91.

Connection Detail

МС-2

2,2kg

Sheet 3

Format А4

Sheets 3

WD

Stage Weight Scale

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Document DescriptionP o z

Z o n e

F o rm a t

Qua. Note

S ig n a n d D a te

O ri g In v N o

R e p l.

I n v N o

11.19

11.19