8. 100% Design KAZCENT - GP.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

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 Architect ______________ Kovalenko J.

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by Checked by

WD

"Integra Engineering Group"

LLP

GSL №15018832

Format А3

H92277-19-C-0004 - GP

KazCent Conference Center

Celen N.

General Information

Norm.ControlCelebi B.

GP-1.1 14

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

GENERAL INFORMATION

This master plan is developed on the basis of:

· Technical Assigment (TZ) given by the customer.

· All associated data in topographical survey provided by Almaty Geocenter at the date of 05.02.2019.

· All associated data in engineering and geodethic survey by Almaty Geocenter at the date of 14.03.2019.

· Architectural Planning Tasks (APZ) №3548 provided by Municipal State Institution "Department of urban planning and urbanism of Almaty" at the date of 06.09.2019

· Approved conceptual project by Municipal State Institution "Department of urban planning and urbanism of

Almaty" №KZ74VUA00106514 at the date of 19.09.2019.

Baltic Height is used as vertical datum and Almaty Local System is used for the coordinates. There is no benchmark or monument on site in order to provide reference for coordinate and elevation of the points. The required data for reference points shall be taken by GPS geodetic recievers from Almaty base station.

The combination of climate-forming factors causes the predominance of hot dry weather with sharp seasonal and daily fluctuations in air temperature. Summer is hot, winter is moderately cold, mild. Spring and summer are heavy raining.

Climatic data on the meteorological station of Almaty: (Code specification of RK 2.04-01-2017)

· Climate region: III-B;

· Snow district - II; Snow load 0.7 (70) kPa (kgf / m2);

· The average rainfall for November to March is 249mm;

· The average rainfall for April-October is 429mm;

· Absolute minimum air temperature (- 37,7 ° C);

· The absolute maximum air temperature is (+ 43.4 ° C);

The direction of the wind in the southern part of the territory is largely due to the mountain-valley circulation as a result of this the winds of the south, southeast and southwest is predominant.

The normative freezing depth of soil for sand clay is 0.79 m, for clayey sand it is 0.96 m, for macro fragmental soil is 1.17 m.

Geomorphologically, the site is located within the sub montane sloping plain, extending to the north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with seismic hazard according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. The type of ground conditions of the construction site is II

(second) according to t.6.1 of the code specification of RK 2.03-30-2017. The ground waters during the survey period by wells were 10.0-15.0m deep.

The finished floor level of the 1-st floor is adopted as the relative elevation 869.20. The building elevation is determined with the general layout plan and it is compatible with the elevation of surrounding structures and facilities.

All geodethic and climatic data is considered during the development of the design.

A g re e d

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

List of the Main Sets of the Working Drawings

Designation Description Notes

Architectural

H92277-19-C-0004 -GP General Plan

Metal Structure

Reinforcement Concrete

Electrical

Water Distribution and Sewage

H92277-19-C-0004 -AR

H92277-19-C-0004 -RC

H92277-19-C-0004 -MS

H92277-19-C-0004 -WS

H92277-19-C-0004 -EOM

H92277-19-C-0004 -HVAC Heating, Ventilation and Air Conditioning

H92277-19-C-0004 -LC Low Current

H92277-19-C-0004 -TE Technical Equipment Plan

H92277-19-C-0004 -EWS External Domestic Water and Sewage System

H92277-19-C-0004 -HS Heating System

H92277-19-C-0004 -HSRC Construction Solutions of Heating System

H92277-19-C-0004 -ORCS Operational Remote Control System

H92277-19-C-0004 -ES Onsite Power Network System

H92277-19-C-0004 -CPD Construction Planning Design

The parcel under the development is a part of privately owned property which is located in Zharakov 210, Almaty/KAZAKHSTAN. The proposed building and impovements will be located within this property. Therefore, existing buildings and utilities are taken into consideration during the design. Total area of the parcel being developed in this project is 2726 m2.

The designed roadways provide clear entrance and necessary access to buildings for firefighting apparatus.

Access to building will be maintaned through the new parking area, which is also proposed in new design.

New parking area will be accessed through the existing parking area, which is located at the south.

According to customer's task and Clause 2.3 of Appendix D.1 "The Rate of Provision of Parking Lots" in

SP RK 3.01-101-2013, 20 parking lots is included in the project, as one of them is dedicated for disabled people.

All proposed site features and the proposed building will be accessible by disabled people with the help of ramps and proper paving materials complying with local codes.

In exterior pavements, stone tiles will be installed on cast-in-place concrete patios. Please review the drawings for more detail. In order to prevent slipping, rough surface shall be preferred.

Handrails for stairs will be provided with proper height, wherever needed per local safety standards.

Entire territory is secured by existing perimeter wall. This perimeter wall will be restorated and enhenced as requested in demolition plan and technical assignment.

There will not be any new garbage collection point in designed area. Existing collection points of the property will remain in the use of personnel in order to dump the collected garbage.

Following drawings define the intersection of building axes by their coordination. These drawings include the pedisterian and vehicle access solutions to proposed building and improvements.

Building floor finish is determined as 869.20 per Baltic Height.

Prior to construction, two existing buildings will be demolished. Remaining foundations of previously demolished buildings will be ripped off. In addition, all unused utility lines has to be removed if conflict with the new construction. Three existing trees need to be removed prior to construction start with the approval of responded agencies. Several utility lines which conflict with the new construction need to be re-routed. Please refer to demolition plan and underground utilities plan for more detailed information.

The plants will be irrigated by the hose bibb points which will be located at the facade of the building.

Positive drainage has to be maintained away from the buildings and the structures per grading plan.

The proposed products and materials could be replaced by another, as long as they meet the same standards at minimum and approved by the owner.

The contractor shall accept the site with the current conditions, prior to construction start. The contractor is solely responsible to understand the local codes, standards, project permits, referenced project documents and furnish, install, test, and complete the entire work according to these regulations.

According to SNiP RK 3.01-01-2008 Clause 16.3, fire apparatus shall approach 5-8 meters to any side of the building. Per design proposal, fire apparatus will be able to access on site via main entrance gate located at

Zharakov Street. Fire apparatus could reach the building by the parking lot (new) located at the south side of the building. If closer distance is required, fire apparatus may drive on stone (hard surface) pavements. In addition, fire apparatus could interfere the building from the street located at the east side, beyond the perimeter wall. All width and radius of the road (asphalt surface) is designed for the proper movement of the local fire apparatus. Fire hydrant will be located at the southwest corner of the building in a manhole, which will be indicated by signage. The distance between the proposed building and service specialized fire station No.1

(located in 153 Gagarin Avenue) is 600 m.

The existing garbage dump area in the compound will be used for garbage collection services.

Refer to external domestic water and sewage system set for engineering services and the location of fire hydrant.

Visitors

Type of Occupant Quantity of

People

Workers

Number of Occupant per Parking Lot

100 15-17

5-8

6-7

Minimum Req. Number of Parking Lots

Provided Number of Parking Lots

Calculation of the Number of Parking Lot

*For disable people, the number of parking lots were calculated depending on the total number of parking lots according to Table 5 of SP RK 3.01-101-2013, and the minimum number of parking lots is determined as 1 parking lot.

C h a p te r A R

C h a p te r R C

C h a p te r M

SS

a la m a to v

B e re z in a

B e re z in a

C h a p te r E W

SK

a s y m ja n

C h a p te r E S B e y s a h m e to v

.1

.1

.1

.1

.1

Site Layout Plan

Building Stakeout Plan

Earthwork Plan

Demolition Plan

Traffic Access Plan

Civil Details

Civil Details

Civil Details

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by Checked by

WD

"Integra Engineering Group"

LLP

GSL №15018832

Format А3

H92277-19-C-0004 - GP

KazCent Conference Center

Celen N.

General Information

Norm.ControlCelebi B.

GP-1.2

Landscape Details

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Grading Plan

Landscape Plan

Civil Details

Esenkulov K.

Specification of Materials

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

Item m²

List of References and Attached Documents 2726.00

655.36

24.0

991.75

36.5

486.49

483.30

Title

36278.00

109.10

Site Layout Drawings List

General Information1.1

General Information(continued)1.2

Existing H.Q Building

KazCent

List of Buildings and Structures

Item Description

N u m b e r o f

S to ri e s

Quantity of Area of, m2

Construction Total

Building volume, m3

B u il d in g s

BuildingsTotal

1 1 ---

3 1

655.36

B ui ld in gs

T o ta l

3797.29

1 1

1 1

466.30

69.78

3.75

2.27

483.30

273.76

Percentage of Construction

Percentage of Planting Area

Percentage of Cover

Unit m² m² m² m² m² m²

% 39.5

The Main Technical And Economic Indicators

Area

Description NotesItem No.

Small Architectural Forms

Urban Planning. Layout and development of urban and rural communities

Public Buildings and Structures

Fire Safety of Buildings and Structures

DescriptionDocument

Improvement of the Territory of Settlments

Flexible Pavement Design

Instructions on the Procedure of Development, Coordination, Approval and Composion of Design Documentation, for Construction of Enterprises, Buildings and Structures

Design of Buildings with Accessibility for Minor Mobile

Group of Population. Common Position

The External Networks and Facilities

Water and Sewer System

SP RK 3.01-101-2013

SP RK 3.02-02-2014

SP RK 2.02-05-2014

SN RK 8.02-15-2007

SN RK 3.01-105-2013

SP RK 3.03-104-2014

SN RK 1.02-03-2011

SP RK 3.06-101-2012

SP RK 4.01-103-2013

BuildingsTotal BuildingsTotal

Power Transformer Building

Shading Area For Smoking

Dedication Monument

Proposed Parking Area

Garages

Stone Pavement

Land Area of Construction

Footprint of Building

Planting Area

Asphalt Area

Concrete Pavement

Plot Area

The Crushed Stone for Construction Works

Concrete and Reinforced Concrete Curbs

Reinforced Concrete Products for Inspection

Wells of Water and Gas Supply Networks

ST RK 946-92

GOST 6665-91

GOST 8020-90

Accessibility of Buildings and Structures for Physically and

Handicapped Person

SN RK 3.06-01-2011

Accessibility of Buildings and Structures for Physically and

Handicapped Person

MSN 3.02-05-2003

System of Design Documents for Construction

Main Requirements for Design and Working Documents

GOST 21.101-97

1.9

1.1

1.6

1.8

1.1

1.6

1.6

0.7

1.6

1.1

1.1

1.7

2.2

1.1

1.5

0.8

1.0

0.8

1.5

0.4

0.8

0.7

0.4

0.5

0.8

0.1

0.8

0.8

0.5

0.8

0.1

0.2

0.1

0.5

0.1

0.1

0.3

9.9

9.9

9.7

9.6

9.7

9.7

9.5

9.4

9.1

9.2

9.5

9.2

.01

9.1

9.4

9.6

9.5

9.2

9.6

9.1

9.4

9.4

9.5

9.4

9.1

9.1

9.5

8.9

9.6

9.6

8.6

9.4

9.1

9.1

9.5

8.5

8.6

8.1

7.1

8.6

8.5

7.9

8.3

8.2

8.4

8.5

7.8

8.2

7.8

7.9

7.8

7.7

7.7

7.6

7.8

7.7

7.6

8.1

7.7

8.5

8.4

7.7

7.6

7.6

7.5

7.6

7.4

7.5

7.6

7.4

7.6

7.1

7.2

7.5

8.0

8.0

8.2

7.7

867.30

А А

Бр

А

А

А

А

А ц

Ц

Ц

КН

КН

3КН

Н гар.

Н гаражи гаражи развалина

КН

КН

мн мн лин.связь по забору ст .89 ст.89 Н=0.5

25с т.

А ст .10 ст.100 кя

ТП

Л-

-4

-41

-4100

-41

-4100

Жандос ст .57

Н =3

.0

СТ

.57 ск в.

ск в.

ск в.

8.7

8.1

9.4

9.1

1.5

6.4

5.7

7.9

7.9 вы хо д из зе мл и

9.1

8.4

7.7

5.8

0.4

9.0

9.9

8.5

9.5

8.1

6.6

6.1

8.5

6.5

7.7

5.3

0.4

8.5

1.1

9.4

0.8

9.2

7 86 8.0

-41

-4100

8.8

8.5

9.0

9.5

0.0

0.5

1.0

8.0

7.5

Disabled Parking Area Concrete Perimeter Wall

94999

10004 7530 7662 14400 7655 3205 26500

6690 1210 16580 3000 18730 4000 4996 36034

94992

5100 9625

1 2 3 4 5 6

А

Б

В

5/14/1

А/1

869.20 868.15

869.20 868.97

869.20 868.25

869.20 867.25

5%

5%

30500

5%

5%

Б/2

Б/1

7 1

Fire Hydrant

Existing Power Transformer Building

Existing H.Q Building

KazCent

Dedicated Shading Area For Smoking

Dedication Monument

THE NAME OF CONSTRUCTIONS AND BUILDINGS

Proposed Parking Area

7 Building to be Demolished in Future

Stone Paver

Green Area

Green Area

Concrete Sidewalk

Bench

SITE LEGEND

Garbage

Stone Pavement

THE MAIN TECHNICAL AND ECONOMIC INDICATORS

Land Area of Construction

Footprint of Building

Planting AreaAsphalt Pavement

TitleNumber %(m²)

Concrete Perimeter Wall

2726.00 100

653.90 24.0

993.06 36.5

486.49 17.8

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 -GP

KazCent Conference Center

Site Layout Plan

Scale 1:200

GP-2 14

"Integra Engineering Group KZ"

LLP

GSL No. 15018832

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Asphalt Area

483.30 17.7

-Read this sheet together with sheets 3, 4, 5, 7, 8, 10, 11, 12, 13, and 14

7 Concrete Pavement

109.10 4.0

Plot Area 36278.00

Site Layout Plan Scale 1:200

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

AutoCAD SHX Text

10.0 m

AutoCAD SHX Text 4.00

AutoCAD SHX Text 2.0

AutoCAD SHX Text

SCALE: 1:200

AutoCAD SHX Text

0.7

1.1

1.1

1.7

1.1

1.5

0.8

1.0

0.8

1.5

0.4

0.8

0.7

0.4

0.5

0.8

0.1

0.8

0.8

0.5

0.8

0.1

0.2

0.1

0.5

0.1

0.1

0.3

9.9

9.9

9.7

9.6

9.7

9.7

9.5

9.4

9.1

9.2

9.5

9.2

.01

9.1

9.4

9.6

9.5

9.2

9.6

9.1

9.4

9.4

9.5

9.4

9.1

9.1

9.5

8.9

9.6

9.6

8.6

9.4

9.1

9.1

9.5

8.5

8.6

8.1

7.1

8.6

8.5

7.9

8.3

8.2

8.4

8.5

7.8

8.2

7.8

7.9

7.8

7.7

7.7

7.6

7.8

7.7

7.6

8.1

7.7

8.5

8.4

7.7

7.6

7.6

7.5

7.6

7.4

7.5

7.6

7.4

7.6

7.1

7.2

7.5

8.0

8.0

8.2

7.7

867.30

7.0

6.8

6.4

А А

Бр

А

А

А

А

А ц

Ц

Ц

КН

КН

3КН

Н гар.

Н гаражи гаражи развалина

КН

КН

мн мн лин.связь по забору ст .89 ст.89 Н=0.5

25с т.

А ст .10 ст.100 кя

ТП

Л-

-4

-41

-4100

-41

-4100

Жандос ст .57

Н =3

.0

СТ

.57 ск в.

ск в.

ск в.

8.7

8.1

9.4

9.1

6.4

5.7

7.9

7.9 вы хо д из зе мл и

9.1

8.4

7.7

5.8

0.4

9.0

9.9

8.5

9.5

8.1

6.6

6.1

8.5

6.5

7.7

5.3

0.4

8.5

1.1

9.4

0.8

9.2

7 86 8.0

-41

-4100

8.8

8.5

9.0

9.5

0.0

0.5

1.0

8.0

7.5

Т .П

869.20

868.15 869.20

868.97

869.13

869.75

869.00 tow:869.25 bow:868.65

869.15

867.95

868.87

867.90

869.13

867.35 tow:869.20 bow:869.00

868.40

868.35

868.40

869.15

868.70

869.20

868.25

869.20

867.25 tow:869.13 bow:868.86 toc:869.00 boc:868.85 toc:869.35 boc:869.20 toc:870.00 boc:869.85 toc:869.40 boc:869.25 toc:870.00 boc:869.85 boc:869.80 toc:869.12 boc:868.97 toc:869.10 boc:868.95 boc:869.80 toc:869.25 boc:869.20

868.25

867.84

867.77

867.35

867.97

868.05

867.96

869.20

869.05 tow:869.10 bow:867.95 tow:869.10 bow:868.62

868.30 tow:869.13 bow:868.65 tow:869.13 bow:868.75

869.00

869.15 tow:869.10 bow:867.90 tow:869.10 bow:867.70 tow:869.15 bow:868.15 tow:869.15 bow:868.25 tow:869.12 bow:868.20 tow:869.12 bow:868.41 tow:869.20 bow:869.15

869.42 870.17

870.43

869.56

869.01

869.64

872.70 tow:868.45 bow:868.30 tow:869.13 bow:868.78

868.75 869.20

868.38

868.36 tow:869.15 bow:868.75

868.00

869.00 tow:869.15 bow:868.90

869.13

868.83

868.82

868.85

868.68

869.02

868.43

868.72

870.63

868.20

868.20 867.78

867.30

868.00867.88

868.45

869.00

869.50

870.00

870.52

869.05

870.52

869.10 toc:869.00 boc:868.85 tow:869.15 bow:868.85 tow:869.15 bow:868.88

868.77

869.15

868.81 tow:869.10 bow:868.60

869.40 toc:869.25 boc:868.90

868.85

868.90

868.25

868.50

869.13

868.03

867.94

867.75 tow:869.12 bow:868.51

868.34 tow:869.15 bow:869.00 tow:869.15 bow:868.72

868.68

868.90

868.40

869.04

867.90 tow:869.10 bow:868.32

868.07

867.80

867.40

869.50

870.00

870.50

868.70

867.20

870.50

868.00

867.50

867.50

868.50

869.00

868.89

868.85

R1

R2

R2

R1

R1

R1R1

R2

R2

R1

R1

2.5

2.5

12%

2.2%

3.7

3%

2.6

3.4%

2.1%

3.0

4.5

1%

5%

5%

2.3%

2.3%

4.5%

3.0%

4%

3.5%

2.5%

4.1%

5%

5%

R1

4400 8000 toc:869.11 boc:869.00 toc:869.05 boc:869.00

869.20

0,000

2.3%

2%

2% 2%

2%

2%

2%

2%

2%2%2%

2%

2%

2%

3%6%

2%

2%

2%

868.60

Ø300mm

Ø300mmØ300mm

Ø300mm

Ø1 mm

Ø1 mm

Ø1 mm

Ø3 mm

Ø300 mm

Ø300 mmØ300 mm

Ø300 mm

Ø1 m m

Ø1 m m

Ø1 m m

Ø300mm

Ø300mm

Ø3 mm

868.23

868.42

867.33

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 -GP

KazCent Conference Center

Site Grading Plan

Scale 1:200

GP-3 14

"Integra Engineering Group"LLP

GSL No. 15018832O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Proposed Grade (of the Building)

Existing Grade (of the Location)

Top of Wall

Bottom of Wall

0.00%

Slope tow:869.10 bow:867.90

KEYNOTES

Top of Curb

Bottom of Curb toc:869.15 boc:868.90

-Read this sheet together with sheets 2, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14

Site Grading Plan Scale 1:200

-For heating, domestic water, sanitary sewage, and power supply underground engineering services, refer to related drawing sets.

Storm System Manhole-∅1.5m. Type-2

Storm System Grate-0.5x5.15m.

Storm System Manhole-∅1.0m. Type-1

KEYNOTES

Storm System ∅150mm

Contours

Retaining Wall

10pcs.

2pcs.

1pcs.

31.5m 119.5m ∅300mm

167.7m.

Qua-ty and with storm system drawings in the set of Plumbing.

-See drawing of retaining walls together with sheets 9, 10, 13.

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

869.20 867.25

AutoCAD SHX Text

10.0 m

AutoCAD SHX Text 4.00

AutoCAD SHX Text 2.0

AutoCAD SHX Text

SCALE: 1:200

5%

5%

5%

Hose bibb for irrigation

Hose bibb for irrigation

Hose bibb for irrigation See sign - 1

See sign - 3

See sign - 1

See sign -2

Preserved existing trees

32001410

43620

52757060

30 27

18530143802000

1310 2100 1130

7530 7560 4400

00 8000 13780

1130 7555 3405 4850

6460 900 4995 3603517

1660 2490 2500 2500 2500 2500 2500 2500 2500 2500 2500 962550

2500 2500 2500 2500 2500 2500 2500 2500 2500 2510 9620

66001130 1000 2800

See sign - 4

Hose bibb for irrigation

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 -GP

KazCent Conference Center

Landscape Plan

Scale 1:200

GP-4

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Name: tilia cordata.

life form: Deciduous tree.

Height: 10-15 m.

Crown diameter: 6-8 m.

Color: green.

Growth: fast per year up to 50 cm height, 40 cm in width.

Landing: early spring or autumn.

Planting hole: at least four times as wide as the planting soil.

Distance: 3-5 m.

Soil: well-drained, fertile.

DESCRIPTIONPLAN VIEWVIEW

Name: juniper.

life form: conifer.

Height: 5-7 m.

Crown diameter: 0,5-1,5 m.

Color: blue-green.

Growth: fast per year up to 30 cm height.

Landing: early spring or autumn.

Planting hole: at least twice the size planting soil.

Distance: 0,5-1,5 m.

Soil: well-drained, fertile.

Name: thuja brabant.

life form: conifer.

Height: 4-15 m.

Crown diameter: 3-4 m.

Color:: light green.

Growth: fast per year up to 40 cm height, 15 cm in width.

Landing: early spring.

Planting hole: Depth 20-30 cm longer than the length of the roots.

Distance: 1-1,5 m.

Soil: well-drained, fertile.

Name: boxwoodevergreen.

life form: bush.

Height: 0.5-1.5 m.

Crown diameter: 0.5-1.5 m.

Color:: Dark green.

Growth: slow per year 5-6 cm.

Landing: early autumn.

Planting hole: Three times wider and deeper than the size of planting soil.

Distance: 1,5-2 m.

Soil: well-drained, fertile.

Name: horizontal juniper carpet.

life form: conifer.

Height: 0.15 m.

Crown diameter: 1-2 m.

Color: blue-green.

Growth: fast per year 3 cm height 10-20 cm wide.

Landing: early autumn.

Planting hole: twice wider than the size of planting soil and the depth of 70 cm.

Distance: 1-2,5 m.

Soil: well-drained, fertile.

Name: Pennisetum foxtail.

life form: meadow.

Height: 0.15-0.50 m.

Crown diameter: 0.2-0.5 m.

Color: green.

Growth: fast per year 10 cm height 10-20 cm wide.

Landing: early spring.

Planting hole: twice wider than the size planting soil.

Distance: 0,6-0,8 m.

Soil: well-drained, fertile.

NUMBER

2 pcs.

9 pcs.

8 pcs.

NUMBER

18 pcs.

23 pcs.

50 pcs.

Under the trees and shrubs, when they are planted, planting holes are made, in order to fill with fertile soil. During the soil formation, all ground including unfavorable soil for plants shall be insulated with a layer of heavy loam, provided that the thickness is minimum 0.5 meters. It shall act as mechanical and geochemical barrier. In the conditions of the city, the soils for lawns and slopes need to be completely replaced.

The layer of plant soil under the lawn should be 20 cm with a mandatory improvement mechanical composition of vegetable soil by the introduction of additives and multiple mixing: sand - 25%, peat - 25%, vegetable land - 50%.

Also provide the improvement of the fertility of plant soil by introducing of mineral and organic fertilizer.

(СП РК 3.01-105-2013, Б.1 Soil classification)

The minimum distance from the outer walls of buildings and structures to the axis of trees shall be 5 m, bushes shall be 1.5 m.

The minimum distance from the sole and inner face of the retaining walls to the axis of trees shall be 3 m, bushes shall be 1 m.

From the edge of the sidewalks and garden paths to the axis of trees shall be 3 m, bushes shall be 1 m.

(СП РК 3.01-105-2013, table -3)

DESCRIPTIONPLAN VIEWVIEW

Read this sheet together with sheets 2, 14.

Preserved existing trees

Ordinary lawn can be created both in the open Sunny place and in partial shade.

The height of the grass should not exceed 5 cm. Mowing an ordinary lawn is carried out 1 time in 7-10 days, fertilizing with fertilizers - 1 time per month.

1 pcs.Smoking shelter

30 pcs.

Bench "EIGHT" manufacture

"ARCHITREND"

Garbage bin "EIGHT" manufacture "ARCHITREND"

2 pcs.

2 pcs.

Recessed ground light "EAE lighting"

Bollard light 4m

"EAE lighting"

L shaped pole 6m

"EAE lighting"

Wallwasher light "EAE lighting"

NUMBERDESCRIPTION DESCRIPTIONPLAN VIEW PLAN VIEW

17 pcs.

91 pcs.

31 pcs.

6 pcs.

NUMBER DESCRIPTIONPLAN VIEW

Smoking ashtray stand 1 pcs.

Linear Warning

Strips Width: 5 cm

Handrails

NUMBER

37,5 m

97 m.

Detectable warning tiles 30x30 cm 152 ea

Landscape Plan Scale 1:200

"Integra Engineering Group"LLP

GSL No. 15018832

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

AutoCAD SHX Text

10.0 m

AutoCAD SHX Text 4.00

AutoCAD SHX Text 2.0

AutoCAD SHX Text

SCALE: 1:200

2.5

2.5

12%

3%

3.7

3%

2.6

3.4%

2.1%

3.5

4.5

1%

5%

2.3%

2.3%

3.1%

3.5%

2.8%

3.4%

5%

5%

1 2 3 4 5 6

А

Б

В

5/14/1

А/1

Б/2

Б/1

5 7 9 11 13 15

6 8 10 12 14 16

3/2

3/1

869.20

0,000

90°90°

17637

5850 5850 5850 3635 2215 3045 2805 29250

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 - GP

KazCent Conference Center

Building Stakeout Plan

Scale 1:200

GP-5

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

NOTES

1. All coordinates are taken from the intersection of the axes of the buildings.

2. All coordinates are retrieved from the survey drawing provided by "AlmatyGeoCentre" LLP at the date of 05.02.2019.

3. Read this sheet together with sheet 22 -4067.781-4087.758

3 -4067.343-4084.251

4 -4066.498-4077.478

A/1-1

Б-1

B-1

1 -4091.023-4068.188 A-1

Point

6 -4072.303-4076.754

7 -4079.798-4089.575

8 -4078.108-4076.030

B-2

A-3

B-3

5 -4073.993-4090.299 A-2

10 -4083.913-4075.305 В-4

9 -4085.603-4088.850 A-4

Norting Easting Column Line

KazCent

11 -4089.210-4088.400

12 -4087.520-4074.855

A-4/1

B-4/1

14 -4089.718-4074.581

15 -4094.429-4087.749

16 -4092.740-4074.204

B-5 A-5/1

B-5/1

13 -4091.408-4088.126 A-5

18 -4096.806-4084.137

19 -4096.368-4080.630

20 -4095.523-4073.857

A/1-6

Б-6

B-6

17 -4097.213-4087.402 A-6

Point Norting Easting Column Line

KazCent

0 42

SCALE BAR (M)

6 8

3/1

3/2

-4066.905-4080.743 Б/1-1

Б/2-1-4066.687-4078.991

-4095.712-4075.370 Б/1-6

-4095.930-4077.122 Б/2-6

Building Stakeout Plan Scale 1:200

"Integra Engineering Group"LLP

GSL No. 15018832

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

AutoCAD SHX Text 5%

AutoCAD SHX Text 4.5%

4%

2.5

2.5

12%

3%

3.7

3%

2.6

3.4%

2.1%

3.5

4.5

1%

5%

2.3%

2.3%

3.1%

3.5%

2.8%

3.4%

5%

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-0.49868.46 868.94

-0.47868.39 868.86

-0.47868.36 868.79

-0.43868.33 868.72

-0.39868.28 868.64

-0.36868.23 868.56

-0.33868.18 868.49

-0.31868.12 868.46

-0.34868.07 868.44

-0.37868.10 868.41

-0.32868.03 868.41

-0.38867.98 868.38

-0.40867.93 868.35

-0.41867.90 868.32

-0.41867.86 868.28

-0.43867.69 868.25

-0.56867.75 868.22

-0.48867.78 868.08

-0.31867.59 868.00

-0.41

868.09 868.39

-0.30868.05-0.30868.01-0.31867.97 868.27

-0.31867.93 868.23

-0.31867.87 868.20

867.82 868.16

867.78 868.13

867.77 868.10

867.71 868.00

-0.24

870.59 870.94

-0.35

870.25 870.49

-0.23870.18 870.48

-0.31870.10 870.48

868.32 868.60

-0.29868.26 868.56

-0.29868.21 868.51

-0.30868.19 868.49

-0.30-0.29868.16 868.42

-0.26868.15 868.38

-0.23868.14 868.37

-0.47

-0.42

-0.37

867.22 867.58

-0.36

867.56

867.31 867.64

-0.32

867.67

867.41 867.74

-0.33

867.46 867.83

-0.37

-0.50

-0.45

-0.40

-0.35

868.66 868.99

868.61 868.92

-0.31-0.31-0.32868.39 868.71

-0.32868.34 868.64

-0.30868.29 868.56

-0.27868.24 868.50

-0.26-0.28868.14 868.43

-0.30 868.09 868.39

-0.30 868.35868.31

868.19 868.49

-0.30-0.29868.18 868.46

868.16 868.42

-0.26868.15 868.38

-0.23868.14 868.37

868.13 868.36

-0.22

-0.27 867.42 867.74

-0.32867.26 867.67

-0.40867.11 867.60

-0.50866.95 867.56

-0.64

-0.57

-0.52

-0.47

-0.42

-0.37

-0.33

867.22 867.58

-0.36

867.27-0.29 867.56

867.31 867.64

-0.32

867.36-0.31 867.67

867.74

867.46 867.83

-0.37

-0.50

868.31 868.35 868.14 868.43

-0.30 868.18 868.47

-0.28 868.24 868.50

-0.26 868.29 868.56

-0.27 868.34 868.64

-0.30 868.39 868.71

-0.32 868.46 868.77

-0.32 868.53 868.84

-0.31 868.61 868.92

-0.31 868.66 868.99

-0.33 868.71-0.35 868.76 869.12

-0.36 868.81 869.15

-0.34 868.86 869.19

-0.34 868.91 869.24

-0.33 868.95 869.28

-0.33 869.00 869.33

-0.32 869.05 869.37

-0.32 869.10 869.42

-0.32 869.15 869.47

-0.31 869.20 869.51

-0.31 869.25 869.57

-0.32 869.30 869.62

-0.32 869.35 869.67

-0.32 869.40 869.72

-0.31 869.45 869.77

-0.31 869.51 869.82

-0.31 869.56 869.87

-0.31 869.61 869.92

-0.31 869.66 869.97

-0.31 869.73 870.04

-0.31 869.90 870.17

-0.27 870.07 870.31

-0.24 870.24 870.46

-0.22 870.41 870.73

-0.32 870.59 870.94

-0.35 -0.40 870.70 871.13

-0.43 870.70 871.13

-0.43 870.70 871.13

-0.43

870.81 871.20

-0.39

871.12 871.43

-0.31

871.43 872.00

-0.57

871.06 871.84

-0.78

871.07 871.72

-0.64

871.10 871.60

-0.50

871.30 871.54

-0.24

871.14 871.51

-0.37

870.87 871.20

870.66 870.93

-0.27

870.44 870.60

870.17 870.47

-0.30

870.18 870.47

-0.29

870.43 870.50

-0.07

870.28 870.61

-0.33

870.23 870.62

-0.39

870.28 870.55

-0.27

-0.24 870.33 870.57

870.25 870.49

-0.23870.18 870.48

-0.31-0.38870.10 870.48

870.03 870.48

-0.46869.95 870.48

-0.53869.88 870.37

-0.49869.80 870.21

-0.41869.73 870.06

-0.33869.64 869.94

-0.30869.56 869.86

-0.30869.47 869.77

-0.30-0.30-0.30-0.30-0.30-0.30-0.31-0.31-0.31 868.48 868.77

-0.30-0.29868.42 868.71

868.37 868.65

-0.28868.32 868.60

-0.29 868.32 868.60

-0.29

FILL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.56 7.71 9.70 12.68 14.61 12.33 8.87 6.82 6.86 5.80 5.46 6.52 7.85 8.56 9.94 10.34 10.32 18.25 17.54 0.34 0.00

TO

TA

L, m³ 182.06

CUT -5.55 -6.94 -5.03 -12.74 -13.19 -17.36 -21.90 -30.22 -36.31 -36.23 -35.95 -35.50 -35.08 -34.17 -32.79 -31.58 -30.65 -30.41 -31.06 -34.18 -35.25 -37.54 -40.72 -42.21 -44.53 -48.17 -48.46 -34.73 -21.83 -45.65 -73.57 -69.67 -66.65 -68.41 -68.65 -66.19 -64.69 -64.23 -63.17 -61.42 -60.16 -58.62 -57.47 -56.46 -23.80 -10.31 -18.31 -11.55 -1820.81

0 42

SCALE BAR(M)

6 8

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 - GP

KazCent Conference Center

Earthwok Plan

Scale 1:200

GP-6

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Soil type Quantity in m3

Noteswithin site borders outside site borders Adding(+) Removing(-) Adding(+) Removing(-)

1. Ground for the planning of the territory 182.06

2. The displaced soil within territory including: 1820.81

a) underground parts of building and structures 787.80

b) auto parking covering 391.80

c) side walk covering 295.80

d) green area* 314.80

e) fertile soil in gardening plots h=0.15 - - - - Compaction correction 10% 18.30 Total usable soil for grading 200.70 1820.81

3. Excess of usable soil 1620.11

4. Fertile soil,used for landscaping territory, h=0.30 291.50

5. Backfilling material for the building foundation(SN RK 5.01-02-2013)*898.20

6. Backfilling material under the sidewalks(ST RK 946-92)* 118.33

7. Backfilling material under the asphalt area(SP RK 3.03-104-2014)*248.10 Total processed soil 1756.80 1820.81 Mound area, m2 360.56 Excavation area, m2 2880.97

NOTES

1. Approximate backfilling depth

2. Underground utilities and exiting utilities are not considered in this calculation

3. Per geotechnical survey no fertile soil is observed at the top layer of the ground

4. Calculations are made using 2x2m square method 5.Volume of the soil below building and structures is calculated in their respective working drawings

6. Read this sheet together with sheet 2, 3

+0.11 868.12

868.01

LEGEND

- Cut/Fill Elavation

- Proposed Elevation

- Existing Elevation

+0.11

-2.53 - Volume of the removed soil

+1.25 - Volume of the added soil

Earthwok Plan Scale 1:200

"Integra Engineering Group"LLP

GSL No. 15018832

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

AutoCAD SHX Text 5%

AutoCAD SHX Text 4.5% ст.200 ст.200 кер.250 чу г.1 нед ст .2х оп уск кер.200-К ст.200 кер.200

1.6

1.1

1.6

0.7

1.1

1.7

1.1

1.5

1.0

0.8

0.4

0.4

0.5

0.1

0.8

0.5

0.8

0.1

0.2

0.1

0.5

0.1

0.1

0.3

9.9

9.9

869.65

9.7

9.7

9.5

9.4

9.1

9.0

9.4

869.25

9.6

9.1

9.4

9.4

9.5 1 86 9.4

9.1

9.1

9.5

8.9

9.6

8.6

9.4

9.5

8.5

8.6

8.6

8.5

8.3

8.2

8.4

8.5

868.28

7.8

7.7

9 86 7.6

867.84

867.69

7.7

8.5

8.4

7.7

7.6

7.6

7.5

7.6

7.6

7.1

8.0

А А

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А

А А

А

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Ц

Ц

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лин.связь по забору ст .89 ст.89 Н=0.5 нед ст.100 ст .10 ке ра м.

кя

ТП

ст

.57 Н

=3 .0 ст .57 ск в.

ск в.

ск в.

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7.9

7.9 вы хо д из зе мл и

7.7

5.8

9.0

8.5

9.5

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8.6

6.6

8.5

6.5

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9.4

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9.2

1.2

9.3

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ТП

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А гаражи

МН

чу г.1 ст.250ст.250 ст.89 Н=0.5 ст.57 Н=3.0 ст.57 Н=3.0 ст.100 ст.100 кер.200 нед.

ст .10 не д не д.нед

2х32ст.

А

А ке р.2 нед.

не д ст .89

Н =0

.5

К

К

2к аб

7.7 не д.

не д.

2.5

2.5

12%

3%

3.7

3%

2.6

3.4%

2.1%

3.5

4.5

1%

5%

2.3%

2.3%

3.1%

3.5%

2.8%

3.4%

5%

5%

Remove the old building foundation

Remove the trees with the approval of local authority

Remove the old building foundation

Remove old foundation

Gas line to be remained

Remove the unused sanitary line

Remove the heating line after the completion of new heating line Repair and repaint the existing perimeter wall from both sides

Repair and repaint the existing perimeter wall from both sides

Existing trees to be remained

Reroute the existing lines, see the underground utilities project

Remove the existing porch and continue the proposed pavement until the building entrance

Improve the existing sidewalk as concrete pavement

Demolish the building after the completion of the new heating line

Demolish the building

Remove the signages

Remove the signage

Remove the signageRemove the signage

Remove the unused power line

Remove the unused utility lines

Remove the unused line

Remove the foundation and connect the new parking area to existing parking area with smooth asphalt finish

Remove the trees with the approval of local authority

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 - GP

KazCent Conference Center

Demolition Plan

Scale 1:200

GP-7

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

NOTES

1. All above decisions for the dismantling of structures and networks must be agreed by the local municipal organization and the owner.

2. All existing and unused utility information is retrieved from the survey drawing provided by "AlmatyGeoCentre" LLP at the date of 05.02.2019.

3. Prior to operations regarding the underground utilities, coordinate with the owner, also refer to underground sets.

4. Cutting the trees has to be coordinated with and permitted by local authorities.

5. During the demolition, contractor is responsible not to damage any existing features and utilities in use.

6. Read this sheet together with sheet 2.

7. For removing and replanting trees, see the Forest Pathology Survey Report and the set of Environmental Impact Assessment.

Legend

Domestic Water Line

Heating Water Line

Sanitary Sewer Line

Gas Supply Line

Remove Utility Line

Reroute Utility Line

0 42

SCALE BAR (M)

6 8

Demolition Plan Scale 1:200

"Integra Engineering Group"LLP

GSL No. 15018832

Drawn by Checked byCelen N.

Norm.ControlCelebi B.

Esenkulov K.

GAP Kovalenko J. 09.19

09.19

09.19

09.19

Facility: KazCent Conference Center

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

AutoCAD SHX Text 5%

AutoCAD SHX Text 4.5% по д а сф

2к аб

5%

5%

5%

5%

1 2 3 4 5 6

А

Б

В

5/14/1

А/1

Б/2

Б/1

Zharokov st.

0+000 0+010 0+020 0+030 0+040 0+048

DRIVEWAY A

0+000

9.4

8.9

9.5

8.8

0+004

9.5

8.8

9.5

8.9

0+008

9.5

9.0

9.5

9.0

0+012

9.5

9.1

9.6

9.1

0+016

9.7

9.2

9.8

9.3

0+020

9.8

9.3

9.9

9.4

0+024

0.0

9.4

0.0

9.5

0+028

0.1

9.5

0.1

9.6

0+032

0.2

9.7

0.2

9.8

0+036

0.2

0.0

0.3

0.3

0+040

0.4

0.5

0.5

0.8

0+044

0.9

1.0

1.1

1.3

0+047.99

1.8

1.5

4.15% 2.99% 2.91% 2.91% 2.91% 2.91% 12.00%

12.00% 12.00%

Existing Grade Proposed Grade Storm Grate

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

Format А2

H92277-19-C-0004 - GP

KazCent Conference Center

Traffic Access Plan

Scale 1:500

GP-8

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Entrance Street from Zharokov Street

Existing Parking Area

Proposed Parking Area1

Entry/Exit of the Parking

Existing Power Transformer Building

Existing H.Q Building

KazCent

Building to be Demolished in Future

Stone Paver

Green Area

Green Area

Concrete Sidewalk

Bench

SITE LEGEND

Garbage

Blind Area

Stone Pavement

THE MAIN TECHNICAL AND ECONOMIC INDICATORS

Land Area

Footprint of Building

Planting AreaAsphalt Pavement

TitleNum. %(m²)

Concrete Perimeter Wall

THE NAME OF CONSTRUCTIONS AND BUILDINGS

2726.00 100

653.90 24.0

993.06 36.5

486.49 17.8

Asphalt Area 483.3 17.7

Driveway A (Longitudinal Section of Parking Lot) Scale 1:150 Horz. 1:150 Vert.

0 64

SCALE BAR (M)

8 10

- Read this sheet together with sheet 2, 3

7 Concrete Pavement

109.10 4.0

Traffic Access Plan Scale 1:500

Plot Area 36278.00

"Integra…