16. 100% Design KAZCENT -EWS.pdf

PDF 9 MB Posted Mar 8, 2022

Attached to: Solicitation: Project KAZCENT CONFERENCE CENTER Almaty, Kazakhstan
Solicitation number: W5J9JE-22-R-0004
Issued by: Department of the Army Corps of Engineers

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for design-build-construction services for the KazCent Conference Center in Almaty, Kazakhstan. The U.S. Army Corps of Engineers seeks to award a fixed-price contract to build a prefabricated metal training facility between $1-5 million. The 270-day period of performance begins with notice to proceed. Bidders must register in the System for Award Management to receive consideration. Performance and payment bonds are required. The project involves constructing a large conference room that can divide into three smaller rooms using movable wall panels.

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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

C h a p te r H S

A g re e d

A ki m be rg en ov

E s e n k u lo v

C h a p te r G P

C h a p te r E

h u s u p o v

B e re z in a

C h a p te r R C

Is a e v a

C h a p te r W S

Format A3

S ig n a n d D a te

O ri g.

I nv

R ep l.

In v.

N o.

Stage Sheet Sheets

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

General Infomation

NoteDescriptionList

List of working drawings of the main set

Layout of Lines B1, K1 . М 1:5003

Profile B1. Details of Manholes

List of References and Attachments

References documents

Document NoteDescription

TPR 901-09-11.84 Domestic Water LIne Manholes

Serial 3.900.1-14 Reinforced Concrete Products for Domestic Water Supply and Sewage System Round Manholes

Album 1

Main indicators of Domestic Water and Sewage systems

Description

Design Flow m³/d m³/h l/sec Note

Domestic Water В1 0,93 0,60 0,36

Sewage System К1

TPR 902-09-22.84

Sewage System Manholes

Attachment documents

H92277-19-C-0004 -EWS.SO Specification of equipment, products and materials (3 sheets)

Serial 3.901-13 alb.5 Manual Valve Control Column

General Information

Profiles K1.

Schedule of manholes

Album I, II, VI.88

Album I, II, VI, VIII.88

2,321,64 1,20

Hot Water Supply System 0,71 0,60 0,36

EWS-1

General Information

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.

7 Details of Anti-Seismic Elements

List of References

К1 - Sanitary Sewage System В1 - Domestic Water Supply System ТС - Heating Water Networks W1 - Power Supply Networks К2 - Sotrm Water System Т - Heating Network System (Existing)

- Communication Networks (Existing)

- Power Supply Networks (Existing) В - Domestic Water Supply System (Existing) К - Sanitary Sewage System (Existing)

Profiles K2.

Details of Manholes

Storm Water System К2 21,03

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

Format A3

Stage Sheet Sheets

WDDrawn by

Checked by

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GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-2

General Information

Working drawings of the Domestic water system and the Sewage system of the object: "KazCent Conference Center Almaty, Bostandyksky district, Zharokova str., 210/1." were prepared in accordance with the requirements of SNiP RK 4.01-02-2009 "Water Supply. External networks and facilities", SN RK 4.01-03-2011 "Sewage system.

External networks and facilities", SNiP RK 3.01-01-2008 "Urban planning. Planning and development of urban and rural settlements" and on the basis of:

- Topographic survey was provided by the "AlmatyGeoGroup" ;

- Technical conditions No. 05/3 4105 of 21.08.2019 issued by the GKP "Holding Almaty Su"

- Geological surveys of the construction site.

Sewage System (K1)

Discharge of effluents from buildings, according to the technical conditions, is provided by the existing Ø200 collector passing through the territory of the object. Sewage system shall be mounted of chrysotile cement pipes ∅200 according to GOST 31416-2009. Chrysotile cement pipes shall be laid on a natural rammed earth with sand layer h= 0,1 m. The total length of the sewage system-46,0 m.

Sewage system manholes were prepared from precast reinforced concrete elements according to TPR 902-09-22.84 and shall be installed taking into account of antiseismic measures (Album VIII.88).

Diameters and distances between manholes were accepted according to SN RK 4.01-03-2011.

On-site Storm Water System (K2)

Collection of rain water from the buildings and surfaces is made according to the gravity drain. Networks of the rainwater drainage system are made of PVC pipes with diameters of 160mm and 315mm, according to GOST 32412-2013. The pipes will be laid on a base of a sand cushion. The depth of the pipes are maintained below the ground freezing point. The total length of the pipes are ∅160mm-31.5 mm, and ∅315mm-120.5 m. The catch basins of the drainage system are made by monolithic concrete. In addition, these catch basins can be replaced with precast concrete manholes with the appropriate size, if agreed by the customer.

Rainwater from the building roof will be collected by roof drains and discharged through the vertical pipes to the external storm catch basins. Rainwater from proposed parking will flow to rainwater trench(D-1) with the dimension of 410x5050mm. Also, rainwater from the terrain surfaces will flow to catch basins with proper grading slopes. All rainwater will be discharged to catch basins L-5 and L-13, which have the lower elevation. The accumulated water will seep through the open bottom of these catch basins with a thick gravel drainage layer.

According to the engineering and geological report, from the depth of 1.3-2.9 m, all wells have opened shingle soils with the inclusion of boulders up to 25%, with a total depth of 8.7-12.9 m.

The installation of domestic water supply line shall be maintained in accordance with SNiP 3.05.04-85* "External networks and constructions of Water supply and Sewage system", by the Act of examination of the hidden works (clause 3.17 SNiP 3.05-04-85*), the Act of operational acceptance of hydraulic tests, the Act of conducting cleaning and disinfection of the pipeline.

Domestic Water Line (В1)

In this project Domestic water line was developed for the administrative building, as well as the removal of existing water line under the territory of the design building. The pressure at the termination point is measured as 24 meters head.

The source of water supply is a Domestic city line (∅100 mm), according to the technical conditions. There is a water supply line with inputs and with the installation of shut-off and control valves.

According to SNiP RK 4.01-02-2009 and Technical regulations "General requirements for fire safety" water consumption for external fire fighting is 10.0 l/sec. According to SNiP RK 4.01-02-2009 p.18.4. the estimated number of simultaneous fire hydrant is 1.

Domestic water supply line was designed of steel electric welded straight-seam pipes Ø57 according to GOST10704-91*. The total length of the water pipeline is 40.0 m.

All underground steel pipes shall be covered with corrosion-resistant insulation "Reinforced type" GOST 9.602-2005 (table.6, construction 4). All fittings and pipes inside of manholes shall be covered with corrosion-resistant insulation "Normal type" (Lacquer XC-76 primer XC-010).

Water manholes were made of precast concrete elements according to TPR 901-09-11. 84.

Metering of water shall be provided by meters installed in the buildings. The surface of the ground around hatches of manholes on 0,3 m is wider shall be planned with the slope 0,03% from a manhole.

Construction of the pipeline of steel pipes is carried out according to SNiP 3.02.01-87 "Earth constructions, bases and the foundations":

- backfilling of trenches with installed steel pipelines shall be made in two stages.

At first stage, the lower layer is filled with unfrozen soil without solid inclusions larger than 1/4 of pipe diameter to the height of 0.2 m above the top of the pipe, compacted uniformly layer-by-layer achieving the required density on both sides of the pipe. During backfilling, the insulation of the pipes shall not be damaged. The places where joints of pressured pipelines are located, backfilling shall be performed after the completion of strength and tightness tests. At second stage, the backfilling of the upper layer of the trench shall be performed with soil without solid inclusions larger than the diameter of the pipe.

Special construction conditions:

- Seismic conditions. The project provides details for the construction of manholes with using connection steel elements of seismic resistance according to TPR 901-09-11. 84, Album VI.88.

- Soil subsidence: According to the SNiP RK 4.01-02-2009 Table 18,3, for the soil subsidence of type 1:

Soil shall be compacted without taking into account the subsidence of soil.

General Information ст.200 ст .2х оп уск кер.200-К ст.200

9.9

869.65

9.7

9.5

9.4

9.1

9.0

9.4

869.25

9.6

9.1

9.4

9.5 1 86 9.4

9.1

9.5

8.9

9.6

8.6

9.4

9.5

8.5

8.6

8.5

8.3

8.2

8.4

8.5

868.28

7.8

7.7

9 86 7.6

867.84

7.7

8.5

8.4

7.7

7.6

7.5

7.6

7.1

8.0

А А

Бр А

КН

3КНН

гаражи разваленКН

МН

лин.связь по забору ст .89 ст.89 Н=0.5 нед ст.100 ст .10 кя ст

.57 Н

=3 .0 ст .57 ск в.

ск в.

8.7

8.1

9.4

9.1

7.9

7.9 вы хо д из зе мл и

7.7

5.8

8.5

9.5

8.1

8.6

6.6

8.5

6.5

5.3

8.8

ТП

АА

А гаражи

МН

ст.89 Н=0.5 ст.57 Н=3.0 ст.57 Н=3.0 ст.100 кер.200 нед.

ст .10 не д не д.нед

2х32ст.

А ке р.2 не д ст .89

Н =0

-41

-4050

-40

-4050

-4150

-4100

-40

-41

7.7 не д.

не д.

8.8

9.1

8.4

8.9

9.1

8.7

8.9

8.8

8.7

8.5

8.7

8.5

8.4

8.5

8.4

8.2

8.4

8.2

8.1

868.21

8.0

7.8

7.9

8.1

7.5

7.9

7.7

7.6

7.4

7.6

7.3

7.6

7.3 шлаг.

АА

Бр

БрЦ

Ц Ц

ЦЦ Ц ЦЦ

2К Н

КН

КПП

2КН

ст.2х325 ст.2х325 ст.2х200 ст .2х ст .2х ст.2х100 ст.2х40 нед.

ст .2х ст.2х200 ст.200

150 чуг.

чу г.1

К-чуг.150 чуг.100 чуг.100 ас б.1 ас б.1 ас б.1 чуг.100 б/п

-4150

-40 ст .57 ст.57 Н=2.5 вы хо д

0а

9.0

9.1

8.7

8.1

6.4

8.1

7.1

9.0

7.4

8.7

7.1

8.9

6.9

7.9

7.1

6.8

8.0

7.0

8.1

6.9

9.0

7.1

8.0

7.1

8.0 ж ир оу л.

8.0

К К

Т ст.200

869.00

868.50

867.50

868.00

868.70

869.50

867.40

868.07

869.04

868.40

868.90

869.13

868.50

868.85

869.40

869.10

869.50

869.00

868.20

868.72

868.00

869.20

869.64

869.01

869.56

869.42

869.05

869.20

867.97

868.25

869.13

867.90

869.00

868.50

867.50

868.00

868.70

869.50

867.40

868.07

869.04

868.40

868.90

869.13

868.50

868.85

869.40

869.10

869.50

869.00

868.20

868.72

869.02

868.00

869.20

869.64

869.01

869.56

869.42

869.20

867.97

868.25

4.1%

3.5%

3.0%

3.7

2.5

1,7 1,6

∅57х3,0 L=4,2

В1 sup.1

FH-1

К1 В1

К1

∅57х3,0 L=28,0

∅57х3,0 L=5,0 ∅200

L=4,5

∅200 L=4,5

∅200 L=28,5

∅200 L=6,5

∅100 L=3,2 sup.2

Sleeve ∅426х6 L=7,0

Sleeve ∅273х5 L=7,0

L-7

L-8

L-3

L-9

L-4L-5

L-6

L-1

L-2

D-1

L-10L-11L-12

L-13

Sleeve ∅273х5 L=3,4

∅160 L=6,6 ∅300 L=4,9

∅300 L=15,7

∅200 L=2,5

∅160 L=6,6

∅300 L=11,35

∅300 L=7,7

∅300 L=6,7

∅300 L=8,9

∅300 L=3,6

∅160 L=3,5

∅300 L=13,7

∅160 L=3,5

∅300 L=12,6

∅300 L=16,5

∅160 L=3,5

Sleeve ∅273х5 L=3,0

869.20

868.15

869.20

868.97

869.20

868.25

869.20

867.25

869.20

0,000

Bostandyk Region

Scale 1:500

Zharokov Street, 210

Date

Director

Survey

Performer

Object Topografic Survey

23.10.2019.

Customer

Saburov S.M.

LLP "AlmatyGeoGroup"

Saidullaev Zh.H.

Bayzhan Zh.R.

LLP "IntegraEngineeringGroup"

Tablet L-23-4

Legends

Domestic Water SystemВ1

Sewage SystemК1

Формат A3

O ri g In v N o .S ig n a n d D a te

R ep l.

In v.

N o.

A g re e d

C h a p te r H S

A g re e d

A ki m be rg en ov

E s e n k u lo v

C h a p te r G P

C h a p te r E

h u s u p o v

B e re z in a

C h a p te r R C

Is a e v a

C h a p te r W S

Stage Sheet Sheets

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and

Sewage System

Facility: KazCent Conference Center

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

"Integra Engineering

Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-3

Layout of lines B1, K1.

Scale 1:500

AutoCAD SHX Text W1

AutoCAD SHX Text

ТС

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text А/1

AutoCAD SHX Text Б/2

AutoCAD SHX Text Б/1 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

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and

Sewage System

Facility: KazCent Conference Center

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

"Integra Engineering

Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-4

В1

871.00

870.00

869.00

868.00

867.00

866.00

865.00

864.00

863.00

FH-1

4,2

1, ,6

Bottom of the Trench

Section of the Trench with Steel Pipe

Compacted Backfilling of Soil with Solids Content of not more than 100mm

Fill Manually

Compacted Backfilling of Soil with Solids Content of not more than 25mm

Steel Pipe Ø 57х3,0

GOST 10704-91

Ex ca va tio n of th e

G ro un d

Proposed Ground Level

Profile В1. Details of Manholes

0,014 t.p.1

1, ,7 t.p.2

1, ,1

28,0

,3 p.1

1, 5,0

32,2

7,8

1,8

866,59

5,0

0,004

2,4

13,4

Sleeve ∅273х5

L=7,0 Sc. 1:500 Horizontal

Sc. 1:100 Vertical

Elevation of Bottom Pipe

Proposed Surface Level

Existing Surface Level

Pipe designation and type of insulation

Subbase

Slope Length, m

Distance, m

Number of manholes, points and points of turns

Electric welded steel pipes GOST 10704-91

Natural, aligned

∅57х3,0, "extremely reinforced" insulation

867,26

867,28

0,9

Sleeve ∅273х5

L=3,0 m =0,5 m

=0 ,5

∅108х4 сущ.

∅57х3,0

FH-1

750 750

4. Flanged fire stand double PPDF D=219mm.

7. Fire Hydrant

D= 1500 mm

Steel Elbow Ø57х3,0

Transition Pipe 100х50 mm

Flanged Gate Valve D=50 mm 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

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-5

К1

4,5

1, Profile К1

871.00

870.00

869.00

868.00

867.00

866.00

865.00

864.00

863.00

1, ,0

4,5

1, 28,5

6,5

9,0 0,03

,6 p.1

1, ,0

3,2

1, 3,2

0,02

5,5

867,29

0,01 35,0

1,6

2,8

Sleeve ∅426х6

L=7,0

Sc. 1:500 Horizontal Sc. 1:100 Vertical

S te e l S le e v e m m

G O S T

.T o b e p ro v id e d i n s e t

W S

Elevation of Bottom Pipe

Proposed Surface Level

Existing Surface Level

Pipe designation and type of insulation

Subbase

Slope Length, m

Distance, m

Number of manholes, points and points of turns

Compacted, Sand Subbase h=10 cm

Chrysotile Cement Pipes ∅200 GOST 31416-2009

Section of the Trench

Fill the Cavities of Tubes Manually

H e ig th o f

E x ca v a ti o n

Sand Subbase h=10cm

Chrysotile Cement Pipes

Existing Ground Level

Compacted Backfilling of Soil with Solids Content of not more than 100mm

Compacted Backfilling of Soil with Solids Content of not more than 25mm

867,30

867,39

866,74

9,4

Drop ∅100

L=0,6

869,05

867,00

867,60

1. Cast iron tee Ø=100

GOST 5525-88

3. Сast iron tap 45°Ø=100, GOST 5525-88

Gutter

2. Cast iron pipe, Ø100

GOST 6942-98, L=0.6

Drop Manhole №3 General View

H S

866,78 m =0,5 m

=0 ,5 м 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

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

M an ho le

C la ss o f M an ho le b y

G ro un d

C on di tio ns

Diameter of Pipe, mm

D ia m et er o f M an ho le

D m

, m m

D ep th o f I ns ta lle d Pi pe H

, m m

B ot to m o f t he P ip e

Fu ll

H ei gh t o f M an ho le

, m m

H ei gh t f ro m

B ot to m o f M an ho le to th e

B ot to m o f t he P ip e, m m

W or ki ng

H ei gh t, Н р m m

H ei gh t o f N ec k w ith S la b, H g m m

Material Consumption

Bottom Working Height Slab Manhole Neck Ladder

W at er pr oo fin g

Em be dd ed

S te el D et ai ls fo r E ar th qu ak e

R es is ta nc e, k g

D d

V ol um e of C on cr et e fo r S up po rt, m

B ra ck et s (w ei gh t 1 pc s.

0, k g)

H at ch T yp e

La dd er T yp e

La dd er W ei gh t, kg

К С

9а

К С

9а

1P P

-1

1P P1

2P P

-2

1P P

-2

К О

К С

Table of Materials of Water Line Manholes B1

Precast Concrete Elements. Serial 3.900-1-14, Edition 1

R ub bl e

St on e

19 20181715 16141311 12108 96 752 31 4 21 22 23 24 25 26 27 28 29 30 31 32 33

Blind Area Concrete cl.В10 - 1,0 m³

Table of Manholes

FH-1 1500 250 1800 1 1 1 Т1900 2200 400 3 -В-1 200 200 С-2 17,08 35,361

1 I

Manhole NeckSlab Material Consumption

3736353331 32

К С

2927 28

К С

-3

П Д

К С

-9

3025 2623 24

К О

1P P

-2

1P P

-2

3P P

-1

21 2219 20

К С

-9

1P P

-1

Working HeightBottom

181715 16

К С

-9

К С

-6

К С

-9

К С

-6

141311 12

К С

-6

-1

-2

108 96 75

-1

2 3

C la ss o f M an ho le

I I

G ro un d

C on di tio ns

M an ho le

Precast Concrete Elements. Serial 3.900.1-14

Table of Sewage System Manhole by T.P.R. 902-09-22.84 Set II (К1)

1550 350 1 1 1630 430 1 2050 500

1 1

2600I 1800 500 1

9,71

900 570 4

2,32 2,32 0,48 Т

Т Т Т

M at er ia l C on su m pt io n fo r S ei sm ic

D es ig n, k g.

32,32

300 2,78

32,32 2,77 2,78

1500 2

KCU1-8 1

9,7 12,9 12,9 19,5

48,40 48,40

48,40KCP-10

KCP-7

0,48 0,52 0,48 0,48

EWS-6

Fu ll

H ei gh t o f M an ho le , m m D ia m et er o f

M an ho le

, D m m m

W or ki ng

H ei gh t, Н р m m

H ei gh t o f N ec k, h g m m

D ep th o f B ot to m of th e Pi pe , h l V ol um e of

M ai n St ru ct ur e, m

V ol um e of C ha nn el C on cr et e, m

H at ch T yp e

B ric k M as on ry

La dd er , k g

W at er pr oo fin g of

W al l a nd

B ot to m

С1-01 С1-01 С1-02 С1-01 С1-01

3-3

4-4

Specification of Connection Elements1-1

2-2

Manhole Plan

МС-4, МС-5, МС-6

МС-1, МС-2, МС-3

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

Format A3

Stage Sheet Sheets

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-7

Details of Anti-Seismic Elements

AutoCAD SHX Text kg

AutoCAD SHX Text Detail

AutoCAD SHX Text Weight, AutoCAD SHX Text 2.1

AutoCAD SHX Text 2.15

AutoCAD SHX Text kg

AutoCAD SHX Text Q-ty

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.55

AutoCAD SHX Text Unit

AutoCAD SHX Text Weight, AutoCAD SHX Text 2.2

AutoCAD SHX Text 1.7

AutoCAD SHX Text 1.75

AutoCAD SHX Text 1.8

AutoCAD SHX Text 0.6

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.9

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.0

AutoCAD SHX Text 0.95

AutoCAD SHX Text

- 100х8 l=80

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 110х8 l=80

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 120х8 l=80

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 180х8 l=80

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 190х8 l=80

AutoCAD SHX Text

- 80х8 l=160

AutoCAD SHX Text

- 200х8 l=80

AutoCAD SHX Text Description

AutoCAD SHX Text

AutoCAD SHX Text Pos.

AutoCAD SHX Text

AutoCAD SHX Text 1,2,3

AutoCAD SHX Text

МС-3

AutoCAD SHX Text

МС-2

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

AutoCAD SHX Text 1,2,3

AutoCAD SHX Text

МС-2

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

МС-3

AutoCAD SHX Text

МС-5

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-6

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-5

AutoCAD SHX Text

МС-6

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text

GOST 19903-74*

AutoCAD SHX Text Document

AutoCAD SHX Text

AutoCAD SHX Text hг

AutoCAD SHX Text Hp

AutoCAD SHX Text Дк

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

МС-2

AutoCAD SHX Text

МС-3

AutoCAD SHX Text Concrete B12,5

AutoCAD SHX Text (М 150)

AutoCAD SHX Text

МС-6

AutoCAD SHX Text

МС-3

AutoCAD SHX Text

МС-5

AutoCAD SHX Text

МС-2

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

AutoCAD SHX Text 5,6,7

AutoCAD SHX Text

AutoCAD SHX Text 5,6,7

AutoCAD SHX Text

AutoCAD SHX Text Name

AutoCAD SHX Text

МС-2

AutoCAD SHX Text

МС-1

AutoCAD SHX Text

МС-4

AutoCAD SHX Text

МС-3

AutoCAD SHX Text

МС-6

AutoCAD SHX Text

МС-5

865.00

866.00

867.00

868.00

869.00

866.00

867.00

868.00

869.00

866.00

867.00

868.00

869.00

870.00

5.5

2% 16.83

2% 12.51

2% 7.88

2% 9.73

5.616.812.57.99.7

L-6L-2L-1 L-5L-4L-3

2% 8.22

2% 7.41

8.27.4

L-8L-7 L-3

2%4.65

2% 14.50

2% 13.38

2% 16.87

4.714.513.416.9

D-1 L-10 L-11 L-12 L-13

2% 7.04

7.0

L-3

867.05

866.86 866.66

867.06

866.07

3.2

3% 5.65

3.35.6

L-9L-4

6% 7.01

7.0

L-5

2%3.60

3.6

L-10

2%3.38

3.4

L-11

2%3.39

3.4

L-12

H S

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

Format A3

Compacted Ground, Sand Sabbase h=10cm

Pipes NPVH ∅315mm, 160mm GOST 32413-2013

Sleeve ∅426х6

L=7,0

Sleeve ∅273х5

L=7,0

К2

L-1 I

I hl , m m Su m p

D ep th

Н , m m

Pa rt

H r, m m hg , m m

1710I I

Th e H eig ht o f t he N ec k

H ei gh t o f t he

In ne r

Fu ll de pt h of

M an ho le ac co rd in g to th e p ro fil e

G ro un d

C on di tio ns

M an ho le

3700 400 3070 400 2410 400 2840I 2140 400

2540 400

L-2 L-3 L-4 L-5

Sleeve ∅273х5

L=3,4

L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13

I I I

I I

1300х1300 1300х1300 1300х1300 1300х1300 1800х1800 1300х1300 1300х1300 1300х1300 1300х1300 1300х1300 1300х1300 1300х1300 1800х1800

Th e

Si ze o f M an ho le by p la n, m m

Elevation of Bottom Pipe

Proposed Surface Level

Existing Surface Level

Pipe designation and type of insulation

Subbase

Slope Length, m

Distance, m

Number of manholes, points and points of turns

Elevation of Bottom Pipe

Proposed Surface Level

Existing Surface Level

Pipe designation and type of insulation

Subbase

Slope Length, m

Distance, m

Number of manholes, points and points of turns

Elevation of Bottom Pipe

Proposed Surface Level

Existing Surface Level

Pipe designation and type of insulation

Subbase

Slope Length, m

Distance, m

Number of manholes, points and points of turns

Sc. 1:500 Horizontal Sc. 1:100 Vertical

Compacted Ground, Sand Sabbase h=10cm

Pipes NPVH ∅315mm, 160mm GOST 32413-2013 a cc or di ng to p la n

Stage Sheet Sheets

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS-8

Profiles K2

866.47

867.12

Sleeve ∅273х5

L=3,0

Ty pe o f M an ho le

Table of the storm system manholes

Rainwater Trench

Vertical Pipe ∅315mm

Elbow ∅315mm

-S

CI.J

Q:.:

CI.J

"t::J с::

l'tJ с::

-S

Sform Sysfem Напhо/е Туре-2

Stair with sfep 300mm

Base Grouпd

[ompacted Backfilliпg of Soil with Solids [опtепt of поt more thaп 100mm

Storm System Pipe ФЗ15/160тт

[ompacted Backfilliпg of Soil with Solids [опtепt of поt more thaп 25mm

Saпd

[ast /гоп Gгate

[oпcrete с/.8-15

А-111 Ф12тт @J150mm

Bitumiпous Waterproofiпg

SI ее ve Ф426х5тт

-Tarred Tow

NP VH pipe ФЗ15тт

Sectioп of the Тгепсh

Fill the [avities of Tubes Напиаl!у

Heavy Duty Cast lron Grate Туре "DЫ"

L50x50x5mm

Concrete с/.8-15

Wire Hesh SBp-1 100х100тт

NPVH pipe ФЗ15тт

Sform Sysfem Напhо/е Туре-1 д .

4, . <1_

.. 4 :<1

Raiпwafer Тгепсh

-[ast /гоп Gгate

-[oпcrete с/.8-15

Bitumiпous Waterproofiпg

� А-111 Ф12тт @J150mm

Tarred Tow

�:::::::::::::!ь.,.L._ N PVH pipe Ф160тт

. ;Г .. "

Sleeve Ф27Зх5тт -- ----Sleeve Ф426х5тт

[ етеп f-Saпd

Hortar

-Base Grouпd

Н92277-19-С-0004 - EWS

Faci/ify: Kaz[eпt Сопfегепсе Сепtег

1-::------,f------+---+-----1-------l----lA ddress: А /та f у Cif у, Kaz akhs f ап, Bos t andyk (К а/iпiп) Regioп, Date Zharokov Sfreef, 21011 Rev. Qty, Sheet Doc.No Sigп.

G/P Orazaliп К.К.

Drawп Ьу Kasymzhaп Checked Ьу Aubakirov N.Coпtrol Celebl В.

Ехfегпа/ Domestic Wafer апd Sewage Sysfem

Stage Sheet Sheefs

WD EWS-9 9

11.19 11.19 11.19 t------------------J.-----1__ __1 ___ _J "/ntegra Engineering

Group KZ'' LLP �IWc=-1..11.19 Def ails of t1aпholes

Formaf АЗ 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

WDDrawn by

Checked by

N.Control

GIP

H92277-19-C-0004 - EWS

External Domestic Water and Sewage System

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

"Integra Engineering Group KZ" LLP

Kasymzhan

Aubakirov

Celebi B.

Orazalin K.K.

Qty. Doc.NoRev. Sheet Sign. Date

11.19

EWS.SO-1

Name and technical characteristics

Item

2 543 6 7 8 9 m 37.2

Domestic Water Line В1

GOST 10704-91

7,0

Flanged valve with rubberized wedge PN 16 pcs. 1

Fittings and Equipment

GOST 5762-2002 SM KZ Sigmetex Kazahstan

Flange fire double stand PPDF Du=219 mm pcs. 1

Precast concrete manhole ∅1500 pcs. 1TPR 901-09-11.84**, а.II, VI.88

Cast iron hatch type " T" pcs. 1GOST 3634-89

Inset into the water supply line ∅100 pcs. 1

Concrete В-10 (support V=0,10 m3/pcs.) 0,1 tightness class "A", construction length F4, ∅50

Steel welded flat flange ∅50 pcs. 2GOST - 12820-80*

Anticorrosive coating of steel fittings Lacquer XC-76 primer XC-010 m2 0,2

GOST 10704-91 1 sleeve m

Concrete В-10 (blinding area V=0,5 m3/pcs.) m3 0,5

7 m3

Welded steel bends ∅57 90° Ru=1 MPa GOST - 17376-2001 pcs. 1

Transitions steel welded ∅108x57 Ru=1 MPa GOST - 17376-2001 pcs. 1

Specification of Equipment, Products and Materials

Fire Hydrant pcs. 1

.SO

Electric welded steel pipes with external insulation of "highly reinforced type" according to GOST 9.602-2005 (table.6, design 4) ∅57x3,0

Steel pipes (sleeve), with external insulation "highly reinforced type" according to GOST 9.602-2005 (table.6, design 4) ∅273x5,0

Type, Class, Designation of Document, Questionnaire

Equipment, Detail, Material Code, Manufacturer Unit Quantity Weight Notes

Flat Welded Steel Flange ∅200GOST - 12820-80* pcs. 2

3,0GOST 10704-91 1 sleevem

Steel pipes (sleeve), with external insulation "highly reinforced type" according to GOST 9.602-2005 (table.6, design 4) ∅273x5,0

Intersection with K29

Intersection with K110 pcs. 2 pcs. 1 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

1 2 543 6 7 8 9

Sewage System Line К1

Sewage system manholes ∅1500 TP 902.09-22.8487 а. 2 pcs. 5 m 44,0GOST 31416-2009Chrysotile cement pipes with couplings and rubber rings ∅200

GOST 6942-98Cast iron pipes ∅100

Drop set: pipe, 135° elbow, tee, plug (cleaning)

1) ∅200 h=1,05m pcs. 1

Cast iron hatch type " T" pcs. 5GOST 3634-89

Inset into the sewage system line Diameter 200 mm pcs. 27

Sand cushion for the collector along the length of trench h=100mm m3 5,08

7,0

GOST 10704-91 1 Sleevem

Name and technical characteristicsItem Type, Class, Designation of Document, Questionnaire

Equipment, Detail, Material Code, Manufacturer Unit Quantity Weight Notes

Steel pipes (sleeve), with external insulation "highly reinforced type" according to GOST 9.602-2005 (table.6, design 4) ∅426х6,0

Sheet

Qty. Doc.NoRev. Sheet Sign. Date

H92277-19-C-0004 - EWS.SO EWS.SO-2

Refer to WS Set

Angle Fittings: Pipe, 135° Tap, Tee, Cleanouts9 GOST 6942-98 pcs. 11) ∅100 h=0,60м

Intersection with K210 pcs. 3

Intersection with B19 pcs. 1

Intersection with HS9 pcs. 1 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

1 2 543 6 7 8 9

Name and technical characteristicsItem Type, Class, Designation of Document, Questionnaire

Equipment, Detail, Material Code, Manufacturer Unit Quantity Weight Notes

GOST 32413-2013

GOST 3634-99

GOST 10704-91

GOST 5781-82

GOST 8478-81

GOST 3634-99

m3 26.3 m 31.5 m3 m

5,75m

2.5m pcs. 11 т 1.100 m3 6.65 т 0.450 m3 0.5 т 0.015

Storm Water System К2

Storm Catch Basins 1300x1300мм

Pipes and fittings made of non-plasticized polyvinyl chloride ∅160mm

Cast Iron Rim and Lid for Catch Basins "DC" Type

Sand embedment below the pipes along the length of the trench h=100mm

Steel sleeve with external protection coating of "highly performance" according to GOST 9.602-2005 (table.6, construction 4) ∅426x6, 0

Pipes and fittings made of non-plasticized polyvinyl chloride ∅315mm

Steel sleeve with external protection coating of "high performance" according to GOST 9.602-2005 (table.6, construction 4) ∅273x5, 0

Concrete Class В15

Reinforcement Bar Dia. 12 А-III

Storm Catch Basins 1800x1800мм

Concrete Class В15

Reinforcement Bar Dia. 12 А-III

Rainwater Trench (monolithic)

Concrete Class В15

5Bp-I Reinforcement 100x100мм

Heavy Duty Cast Iron Grate "Db2" (rainwater trench)

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

Format A3

1 2 543 6 7 8 9

26.3

31.5

120.5

13.69

5,75

2.5 т 1.100

6.65 т 0.450

0.5 т 0.015

Sheet

Qty. Doc.NoRev. Sheet Sign. Date

H92277-19-C-0004 - EWS.SO EWS.SO-3

pcs.

Pipe Elbow ∅315mm 1pcs.

Intersection with К1 310

Intersection with В1 211

Intersection with HS 212 pcs.

pcs.

(Including the pipe(1 m.) of the rainwater trench)

GOST 32413-2013

GOST 8509-93 тSteel L50x50x5mm т 11

H92277-19-C-0004-EWS.pdf

H92277-19-C-0004-НВК(Eng).pdf

H92277-19-C-0004-НВК(Eng)-Cover.pdf

Листы и виды

Cover

5656.pdf

1.pdf

Листы и виды

2.pdf

Листы и виды

3.pdf

Листы и виды

4.pdf

Листы и виды

5.pdf

Листы и виды

6.pdf

Листы и виды

7.pdf

Листы и виды

8.pdf

Листы и виды

9.pdf

Листы и виды

so1.pdf

Листы и виды

so2.pdf

Листы и виды

EWS.SO-1

so3.pdf

Листы и виды

EWS.SO-2

File details come from the government source that posted it. Updated Mar 8, 2022.