J.1.3_Site Stabilization.pdf

PDF 16 MB Posted Aug 16, 2022

Attached to: CMR Site Demolition and Stabilization Federal contract opportunity
Solicitation number: 19GE5022R0118
Issued by: Department of State Office of Acquisition Management

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Written by GovTribe AI · Dec 28, 2023

This file relates to a federal solicitation from the Department of State Office of Acquisition Management for site demolition and stabilization services. The solicitation number is 19GE5022R0118 and seeks a contractor to perform CMR site demolition and stabilization. Responses are due as detailed in attachments that provide specifications for demolition and hazardous material abatement services at one or more properties. Offerors should have experience in demolition, hazardous waste handling, and site stabilization for vacant government facilities. The award date and period of performance are not specified but the opportunity involves hazardous waste abatement and structural demolition services to ready properties for future use. Pricing should be on a firm-fixed price basis for the base year and any optional periods described in the attachments.

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Other files for this federal contract opportunity

Other files attached to CMR Site Demolition and Stabilization, newest first.
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19GE5022R0118_Q and A Volume I.pdf	PDF	Aug 30, 2022
19GE5022R0118_P00001.pdf	PDF	Aug 30, 2022
DBAWaiver-BosniaHerzegovina.pdf	PDF	Aug 30, 2022
J.1.6_Demolition_and_Construction_Site_Conservation.pdf	PDF	Aug 16, 2022
J.1.8_HVAC_Installations.pdf	PDF	Aug 16, 2022
19GE5022R0118.pdf	PDF	Aug 16, 2022
J.1.1_Geotechnical_Properties_.pdf	PDF	Aug 16, 2022
J.1.7_Electrical_installations.pdf	PDF	Aug 16, 2022
J.1.2_General.pdf	PDF	Aug 16, 2022
19GE5022R0118_RFP Cover letter.pdf	PDF	Aug 16, 2022
J.1.9_Plumbing Installations.pdf	PDF	Aug 16, 2022
J.1.4_Bill_of_Quantities_-_Demolition_and_Site_Conservation.pdf	PDF	Aug 16, 2022
J.1.5_Architecture_and_Landscape_-_Demolition_and_Site_Conservation.pdf	PDF	Aug 16, 2022

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BOOK 3

TABLE OF CONTENTS

1 INTRODUCTION 1

2 TECHNICAL DESCRIPTION 2

2.1 DESCRIPTION OF THE PROJECT SOLUTION 2

2.2 PREPARATORY WORKS AND SEQUENCE OF WORKS 3

2.3 FIELD CONDITIONS 3

2.4 GEODETIC WORKS 3

2.5 EARTHWORKS 4

2.6 PILES CONSTRUCTION 4

2.7 DEEP DRAINAGE 5

2.8 REVISION SHAFTS 6

2.9 CONCRETING OF THE CAPPING BEAM 7

2.10 QUALITY CONTROL AND ASSURANCE PROGRAM 7

2.11 CONTINUOUS GEOTECHNICAL SUPERVISION 8

2.12 MATERIALIZATION 8

2.13 PRESENTATION OF TECHNICAL SOLUTIONS FOR THE APPLICATION OF

OCCUPATIONAL SAFETY RULES 8

2.14 PRESENTATION OF TECHNICAL SOLUTIONS FOR THE APPLICATION OF FIRE

PROTECTION RULES 9

2.15 ENVIRONMENTAL PROTECTION AND REHABILITATION MEASURES 10

2.16 PROJECT OF CONSTRUCTED WORKS 10

3 GEOSTATICAL CALCULATION 11

3.1 CALCULATION OF RETAINING STRUCTURE – TYPE 1 13

3.1.1.CALCULATION MODEL AND PARAMETERS OF STRUCTURAL ELEMENTS 14

3.1.2 CALCULATION RESULTS 16

3.1.3 DESIGN OF STRUCTURAL ELEMENTS 29

3.2 CALCULATION OF RETAINING STRUCTURE – TYPE 2 32

3.2.1.CALCULATION MODEL AND PARAMETERS OF STRUCTURAL ELEMENTS 32

3.2.2 CALCULATION RESULTS 33

3.2.3 DESIGN OF STRUCTURAL ELEMENTS 41

4 MONITORING 43

5 CONCLUSION 44

6 BILL OF QUANTITIES 45

7 REVISION COMMENTS 49

8 DRAWINGS 50

SLOPE STABILITY WITH SLOPE DRAINAGE PROJECT

Standard DIN 4262/1

Density >0.945 kg/m3

Dispensing index MFI 190 °C/5 kg 0,35-1,3 g/10

Elasticity modulus > 800 MPa

Coefficient of linear thermal expansion 0,17 mm/m °K

Thermal conductivity coefficient at 23 °C – 0,36 – 0,5 W/mk

Surface electrical resistance > 1013Ω

Laying and use of HDPE pipes is from -40 °C to +60 °C

Ring strength SN = 8 kN/m2 (EN ISO 9969) o o o o o o o o o o o o o o o o o o o o o γ γ γ ϕ γ γ ν γ γ ϕ γ γ γ ν γ γ γ γ

Φ γ γ γ γ γ ε ε ɸ ɸ 𝑐𝑚2 𝑚 γ γ γ γ γ γ γ γ 𝑐𝑚2 𝑚 γ γ γ γ γ γ 𝑚 γ γ γ γ γ γ γ γ ε ε ɸ ɸ 𝑚

No. Position description Unit measures

Quantity Unit price

Amount

[BAM]

0. PREPARATORY WORKS

0.1

Cleansing and preparation of the site with the organization of the construction site and placement of caution boards, measuring 1,0x2,0m, with the captions and signs of the construction site (2 tables).

Compy the text with the Investor/USG.

lump sum

0.2

Provision of the access and zone for the operation of machinery. Forming of the construction site. The position includes the provision of the access road to the site, as well as the restoration of all temporarily occupied areas in agreement with the users.

0.3

Transportation costs of equipment and machinery for the execution works.

0.4

Geodetic staking out of elevations and points required for the execution of stabilization elements.

TOTAL PREPARATORY WORKS [KM]

1. EARTHWORKS

1.1

Mechanical excavation in the II and III category of materials for the production of drainage trenches and working plateaus.

Calculation according to the statement of excavation masses. The work is paid per cubic meter of excavation in the compact state at unit prices from the contract. The unit price includes all works on excavation of material with cleaning of slopes from labile blocks and loose material and planning of excavated and adjacent surfaces.

m3 2469.40

1.2

Procurement, transport and installation of filter material for backfilling drainage pipes.

The contractor is obliged to possess and previously submit all certificates for installed materials. The filter material is mixed before delivery to the construction site, with the following granulometric composition:

- fraction 4-8mm: 20%

- fraction 8-16mm: 20%

- fraction 16-32mm: 60% m3 504.70

1.3

Procurement, transport and installation of stone material for backfilling drainage trench. The stone material is crushed limestone, categories V and VI, diameter 300-500 mm, with less than 10% of the clay component. The contractor is obliged to possess and submit in advance all the necessary certificates for stone materials.

m3 1708.40

1.4

Loading and removal of excess excavations to the landfill, which is obliged to provide the contractor, in agreement with the competent authority and the supervising engineer. Transport at a distance of up to 8km.

m3 2469.40

1.5

Procurement, transport and installation of non-woven geotextiles 300 g/m² in the stone embankment and around filter material according to the drawings. Prior to installation, it is necessary to level the surface on which the geotextile is placed.

The calculation is performed per m² of installed geotextile.

m 1961.60

1.6

Procurement, transport and installation of humus d = 20 cm on the stone embankment with grass sowing according to the drawings. The calculation is performed per m² of built-in humus with grass sowing.

m 800.00

TOTAL EARTHWORKS [KM]

2. DRAINAGE SYSTEM

2.1

Procurement, transport and installation of perforated corrugated PEHD pipes with nominal diameter DN250mm, type SN 8 kN/m2 with fittings and connecting materials. The perforation angle is 120 °

(LP).

m' 86.50

2.2

Procurement, transport and installation of perforated corrugated PEHD pipes with nominal diameter DN300mm, type SN 8 kN/m2 with fittings and connecting materials. The perforation angle is 120 °

(LP).

m' 122.90

2.3

Supply and installation of concrete shafts Φ800mm. The price includes a concrete cover with a handle, and a concrete base measuring 1.20x1.20x0.1m. All concrete shafts must have a quality handle.

Calculation per piece of made shaft.

2 pieces x 4,5 m 2 pieces x 5,0 m 2 pieces x 5,5 m piece 6.00

TOTAL DRAINAGE SYSTEM [KM]

3. CONCRETE AND REINFORCEMENT WORKS

3.1

Procurement, transport and installation of concrete class C12 / 15 for the production of foundation base in drainage trenches.

Width 1.5m, height 10-25cm.

m3 76.20

3.2

Procurement, transport and installation of concrete class C30 / 37 for concreting the cap beam. Concreting in double-sided formwork.

Type 1: 0,88x49,66= 43,71 m

Type 2: 0,76x11,64= 8,85 m³ Beam 3: 6,78 m³ m3 59.34

3.3

Procurement, transport and installation of concrete class C25/30 for the production of RC pile wall 15 cm thick. Concreting in one-sided formwork.

RC Pile wall: 0,15x71,6= 10,8 m³ m3 10.80

3.4

Procurement, transport, cutting, bending and cleaning of B500 steel reinforcement with installation in reinforced concrete cap beam and pile wall. Reinforcing meshes ± Q188 are installed in the pile wall.

RC Pile wall: 540,6 kg Cap beam Type 1: 3583,0 kg Cap beam Type 2: 781,2 kg Beam 3: 770,2 kg kg 5675.00

3.5

Procurement, transport and installation of concrete planter dimensions 0,4x0,4x1,0 m.

piece 50.00

TOTAL CONCRETE AND REINFORCEMENT WORKS [KM]

4. PILES Φ700mm

4.1

Construction of boreholes with a diameter of 700 mm. Drilling is done by rotary method. Drilling is done from the existing terrain and prepared working plateaus.

49pieces x 10m'=490 m' 9pieces x 9,0m'=81 m' 14pieces x 7,0m'=98 m' m' 669.00

4.2

Loading and removal of excavated material from pile boreholess to the landfill.

m3 257.33

4.3

Procurement, transport and installation of concrete class C30/37 for piles concreting.

Concreting with three-fraction concrete, maximum grain size 16mm. Increased by 5% in relation to the ideal volume of the pile.

m3 270.20

4.4

Procurement, transport, cutting, bending and cleaning of B500 steel reinforcement with installation in piles.

kg 56604.50

TOTAL PILES Φ700mm [KM]

5. MONITORING

5.1

Procurement, transport and installation of inclinometer tubes in piles according to the project. Inclinometer tubes are installed in the piles.

10.50m x 3pieces= 31.50m 9.70m x 1piece= 9.70m m' 41.20

5.2

Measurements in inclinometer tubes.

Measurements should be performed every 7 days or more often if the work is progressing faster.

10,00readings x 4pieces= piece 40.00

5.3

Preparation of monitoring report.

TOTAL MONITORING [KM]

6. OTHER WORKS

6.1

Continuous geotechnical supervision during the execution of works.

6.2

Testing the quality of the concrete mixture, with the preparation of reports. Calculation by number of samples.

piece 10.00

TOTAL OTHER WORKS [KM]

RECAPITULATION OF WORKS

No. Position description Amount [KM]

0. Preparatory works

1. Earthworks

2. Drainage system

3. Concrete and reinforcement works

4. Piles Φ700mm

5. Monitoring

6. Other works

Subtotal [KM]:

Contingencies [10 %]:

Total without VAT [KM]:

VAT [17 %]:

Total [KM]:

985961 Geotechnical

Previous comment ID=956691 – Ensure that is shown on the drawings

Book 3

Drawing GP-1 – Under Slope Drainage, please ensure the lower wedge of filter material is wrapped around with a non-woven filter fabric with appropriate properties.

Submitted By: Vassilios Magginas (703-875-6205). Submitted On: May 13 2022

Answer: Added.

Submitted By: Damir Jagodić Submitted On: May 25 2022

985962 Geotechnical

Previous comment ID=956692 – Ensure that is shown on the drawings

Book 3

Drawing GP-1 – Under Slope Drainage, please ensure the upper wedge of stone materials

(300-500 mm in diameter) is resting on a separation fabric with appropriate properties.

Answer: Added.

985963 Geotechnical

Previous comment ID=956693 – Ensure that is shown on the drawings

Book 3

Drawing GP-04 and elsewhere, please provide more detail about the drainage pipe PEHD

300mm proposed to be used for the project.

Answer: More details about the drainage pipe PEHD 300mm are provided in section “2.

Technical description”, subsection “2.7 Deep drainage”. Details are given in this way so that there are not too many details on the drawing itself, I hope this form is acceptable.

Napomena:

Detaljna tačka broj 2033- betonski stubić od saobraćajnog znaka

R z

V l a d a

F e d e r a c i j

B i

U l A l i p a s i n a

Vodena pumpa

Tisa-Yew

Smrca-Spruce

Tisa-Yew

(549.1794)

(551.3712)

547.31

545.23

547.28

545.52

547.83

546.54

547.68

546.31

547.70

546.24

548.00

546.80

548.30

547.09

548.35

547.71

549.01

548.30

550.73

549.56

554.58

553.63

553.10

552.64

553.09

552.13

551.15

552.23

550.85

549.85

547.93

546.79

550.63

549.90

0.1W

0.8 D

P=70cm

0.19 D

D p

Ø m

L m

T h s t i m a t s i t i n f t x i s t i g a f t

E ip e

Ø m

E m

R e t a i n i t r u c t u r y m

R e t a i n i r u c t u y m

E m

P E

D p ip e Ø m m

.2 m

I N

Cross section 1 - 1'

Phase

Project Number

Classification

Checked By

Drawn By

CADD File Name

OBO Project Number

CADD Plot Scale

Date

Drawing Scale

Number

35%CONCEPT

Sheet

60% 100%90% FINAL

Drawing Title

OBO/PDCS/PDC OBO/PDCS/DE

DescriptionRev Number Revisions

Date: 30.07.2022.

OVERSEAS BUILDINGS OPERATIONS

United States Department of State

Washington, D.C.

SARAJEVO

projektovanje, inžinjering, konsalting Srđana Aleksića 14 tel/fax: 033 213 840

FABING d.o.o.

Fadil BiberkićPrincipal

Release For Construction: Book 3: Slope stabilty with slope drainage project

RCPiles Ø700mm L=10.0m

PILE MARKS

Inclinometers

RC Piles Ø700mm L=9.0m

Concrete Piles Ø700mm L=7.0m

CAD_NAME

PROJ_NO

PNUM

DAMIR_JAGODIĆ,M.ENG.

30/07/2022

BIBERKIC_FADIL,DIG

SENSITIVE_BUT_UNCLASSIFIED(SBU)

1:250

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AutoCAD SHX Text

AutoCAD SHX Text ±0'00 (549.50)

AutoCAD SHX Text Power Metering Room (existing)

AutoCAD SHX Text Power Transformer Station (existing)

AutoCAD SHX Text

SBU

AutoCAD SHX Text B

AutoCAD SHX Text open to above

AutoCAD SHX Text -1'90 (547.60)

AutoCAD SHX Text -2'50 (547.00)

AutoCAD SHX Text -0'18 (549.32)

AutoCAD SHX Text -0'05 (549.45)

AutoCAD SHX Text B'

AutoCAD SHX Text 7x28cm

AutoCAD SHX Text 8x16.25cm

AutoCAD SHX Text -0'05 (549.45)

AutoCAD SHX Text -2'10 (547.40)

AutoCAD SHX Text -0'30 (549.20)

AutoCAD SHX Text -0'80 (548.70)

AutoCAD SHX Text 10x28cm

AutoCAD SHX Text 11x16.81cm

AutoCAD SHX Text 5x15.0cm

AutoCAD SHX Text 4x28cm

AutoCAD SHX Text 10x30cm

AutoCAD SHX Text 11x15.90cm

AutoCAD SHX Text -0'30 (549.20)

AutoCAD SHX Text 9x28cm

AutoCAD SHX Text 10x18.0cm

AutoCAD SHX Text -2'10 (547.40)

AutoCAD SHX Text G

AutoCAD SHX Text ±0'00 (549.50)

AutoCAD SHX Text -0'05 (549.45)

AutoCAD SHX Text ±0'00 (549.50)

AutoCAD SHX Text -0'05 (549.45)

AutoCAD SHX Text +5'50 (555.00)

AutoCAD SHX Text ±0'00 (549.50)

AutoCAD SHX Text -0'05 (549.45)

AutoCAD SHX Text 7x30cm

AutoCAD SHX Text 8x15.38cm

AutoCAD SHX Text 7x30cm

AutoCAD SHX Text 8x15.38cm

AutoCAD SHX Text 3x30cm

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AutoCAD SHX Text 5x30cm

AutoCAD SHX Text 6x15.38cm

AutoCAD SHX Text 7x30cm

AutoCAD SHX Text 8x15.38cm

AutoCAD SHX Text h=100cm

AutoCAD SHX Text -0'06 (549.44)

AutoCAD SHX Text 1,5-2%

AutoCAD SHX Text open to below

AutoCAD SHX Text +7'02

AutoCAD SHX Text +6'95

AutoCAD SHX Text +6'97

AutoCAD SHX Text +6'92

AutoCAD SHX Text +6'95

AutoCAD SHX Text 10x30cm

AutoCAD SHX Text 11x16.00cm

AutoCAD SHX Text 10x30cm

AutoCAD SHX Text 11x16.00cm

AutoCAD SHX Text 1,1%

AutoCAD SHX Text +6'97

AutoCAD SHX Text +6'92

AutoCAD SHX Text +6'97

AutoCAD SHX Text variable slope

AutoCAD SHX Text h=110cm

AutoCAD SHX Text WARNING: This document is the property of the U.S. Government. Further reproduction and/or distribution outside the contractor team is prohibited without the express written approval of: U.S. Department of State ATTN: Washington, DC 20520

AutoCAD SHX Text

BOSNIA&HERZEGOVINA

AutoCAD SHX Text

DEMOLITION_&_CONSTRUCTION_

AutoCAD SHX Text

A-E_SERVICES_CMR_

AutoCAD SHX Text S_002

AutoCAD SHX Text

SITE_CONSERVATION

AutoCAD SHX Text

SITE_LAYOUT

563,35

L=12.8 m; i=48,9%

565,31

L=16.0 m; i=47,6%

560.00

562.00

564.00

566.00

560.00

562.00

558.00

560.00

562.00

564.00

566.00

568.00

558.00

560.00

562.00

560.00

562.00

564.00

566.00

568.00

560.00

562.00

560.00

562.00

564.00

566.00

560.00

562.00

560.00

562.00

564.00

566.00

560.00

562.00

560.00

562.00

564.00

566.00

560.00

562.00

564.00

558.00

560.00

562.00

558.00

560.00

562.00

564.00

540.00

542.00

544.00

546.00

548.00

550.00

552.00

554.00

556.00

558.00

560.00

562.00

564.00

540.00

542.00

544.00

546.00

548.00

558.00

556.00 556.00

562,60

557,80

RS1

558,62

568.00

558.00

556.00

558.00

556.00

L=9.2 m; i=2,0% 558,24

562,60

RS2

562,60

RS3

562,60

RS4

562,60

RS5

562,60

RS6

558,42558,19557,96557,72557,54

557,80 557,30557,30

556,80556,80

558,06558,04557,81557,58557,34 557,86557,63557,39557,21

L=9.2 m; i=2,0%L=9.2 m; i=2,0% L=9.2 m; i=2,0%L=6.9 m; i=2,0%

Longitudinal section S1

560,27 Working plateau

Drainage PEHD pipe Ø 300 mm, L = 6,9 m

Drainage PEHD pipe Ø 300 mm, L = 9,2 m

562,60

557,80

RS1

Longitudinal section B1

558,62 558,24

564,68

Drainage PEHD pipe Ø 250 mm, L = 16,6 m

L=16.6 m; i=39,2%

Longitudinal section B2

562,60

557,80

RS2

558,42 558,04

565,31

L=16.0 m; i=47,6%

Drainage PEHD pipe Ø 250 mm, L = 16,0 m

562,60

RS3

557,30

558.00

556.00

558.00

556.00

Longitudinal section B3

557,81 558,19

565,03

Drainage PEHD pipe Ø 250 mm, L = 15,1 m

L=15.1 m; i=50,8%

562,60

RS4

557,30

557,58 557,96

558.00

556.00556.00

Longitudinal section B4

563,87

Drainage PEHD pipe Ø 250 mm, L = 13,8 m

L=13.8 m; i=47,4%

558.00

556.00

558.00

556.00

Longitudinal section B5

562,60

RS5

556,80

557,34 557,72

563,35

Drainage PEHD pipe Ø 250 mm, L = 12,8 m

L=12.8 m; i=48,9%

562,60

RS6

556,80

557,54558.00

556.00

558.00

556.00

Longitudinal section B6

563,30

Drainage PEHD pipe Ø 250 mm, L = 12,2 m

L=12.2 m; i=53,6%

Longitudinal section S2

557,11

562,60

RS6

556,80

557,54 557,11

Existing shaft

Note: this drainage section must be adjusted to the conditions on the site

Drainage PEHD pipe Ø 300 mm, L = 47,2 m

Drainage PEHD pipe Ø 300 mm, L = 32,0 m

L=47.2 m; i=20,2%

L=32.0 m; i=4,8%

Cross section 2 - 2'

Existing building

RC pile Ø700mm at distance 2.0m L=10.0m

1.5%-2%

Excavation line

1.50

558.00 drainage PEHD pipe Ø300mm filter material concrete foundation C12/15 stone material (continous) diameter 300-500mm

560.67

POS1

536.00

538.00

540.00

542.00

544.00

546.00

548.00

550.00

552.00

554.00

556.00

558.00

560.00

562.00

564.00

566.00

568.00

570.00

572.00

574.00

576.00

578.00

580.00

582.00

Cross section 1 - 1'

L E G E N D :

1 - Brown clays

2 - Marl clays

3 - Marl

POS1 - RC beam bxh=220x40cm

POS2 - RC beam bxh=190x40cm

POS3 - RC wall d=15 cm

Existing building

RC pile Ø700mm at distance 2.0m L=9.0m

554.71

POS2

RC pile Ø700mm at distance 4.0m L=9.0m

L E G E N D :

1 - Brown clays

2 - Marl clays

3 - Marl

POS1 - RC beam bxh=220x40cm

POS2 - RC beam bxh=190x40cm

POS3

548.50

546.50

548.16

Working plateau for piles construction

1.90

554.31

2.20 e x i s t f a n c e concrete fill e x i s t f a n c e

Excavation line

Non-weven geotextile 300 g / m²

Humus 20 cm + grass sowing

Concrete pile Ø700mm at distance 4.0m L=7.0m

RC pile Ø700mm at distance 4.0m L=10.0m concrete planter

Backfill material:

φ=30°, c=1 kPa, E=40 - 60 MPa

538.00

540.00

542.00

544.00

546.00

548.00

550.00

552.00

554.00

556.00

558.00

560.00

562.00

564.00

566.00

568.00

570.00

572.00

574.00

576.00

578.00

580.00

582.00

584.00

586.00

Existing building

Cross section 3 - 3'

L E G E N D :

1 - Brown clays

2 - Marl clays

3 - Marl

POS1 - RC beam bxh=220x40cm

POS2 - RC beam bxh=190x40cm

POS3 - RC wall d=15 cm

Excavation line - new building

548.70

547.57

RC pile Ø700mm at distance 2.0m L=10.0m

1.50

557.30 drainage PEHD pipe Ø300mm filter material concrete foundation C12/15 stone material (continous) diameter 300-500mm

560.67

POS1

Non-woven geotextile 300 g / m²

Humus 20 cm + grass sowing

Concrete pile Ø700mm at distance 4.0m L=7.0m

RC pile Ø700mm at distance 4.0m L=10.0m concrete planter

Backfill material:

φ=30°, c=1 kPa, E=40 - 60 MPa

2.20 e x i s t f a n c e

Existing building

Phase

Project Number

Classification

Checked By

Drawn By

CADD File Name

OBO Project Number

CADD Plot Scale

Date

Drawing Scale

Number

35%CONCEPT

Sheet

60% 100%90% FINAL

Drawing Title

OBO/PDCS/PDC OBO/PDCS/DE

DescriptionRev Number Revisions

Date: 30.07.2022.

OVERSEAS BUILDINGS OPERATIONS

United States Department of State

Washington, D.C.

SARAJEVO

projektovanje, inžinjering, konsalting Srđana Aleksića 14 tel/fax: 033 213 840

FABING d.o.o.

Fadil BiberkićPrincipal

Release For Construction: Book 3: Slope stabilty with slope drainage project

CAD_NAME

PROJ_NO

PNUM

DAMIR_JAGODIĆ,M.ENG.

30/07/2022

BIBERKIC_FADIL,DIG

SENSITIVE_BUT_UNCLASSIFIED(SBU)

1:200

Phase

Project Number

Classification

Checked By

Drawn By

CADD File Name

OBO Project Number

CADD Plot Scale

Date

Drawing Scale

Number

35%CONCEPT

Sheet

60% 100%90% FINAL

Drawing Title

OBO/PDCS/PDC OBO/PDCS/DE

DescriptionRev Number Revisions

Date: 30.07.2022.

OVERSEAS BUILDINGS OPERATIONS

United States Department of State

Washington, D.C.

SARAJEVO

projektovanje, inžinjering, konsalting Srđana Aleksića 14 tel/fax: 033 213 840

FABING d.o.o.

Fadil BiberkićPrincipal

Release For Construction: Book 3: Slope stabilty with slope drainage project

CAD_NAME

PROJ_NO

PNUM

DAMIR_JAGODIĆ,M.ENG.

30/07/2022

BIBERKIC_FADIL,DIG

SENSITIVE_BUT_UNCLASSIFIED(SBU)

1:100

Non-woven geotextile 300 g/m²

Stone material Non-woven geotextile 300 g / m² Filter material 100 cm Drainage PEHD pipe Ø300 mm Non-woven geotextile 300 g / m² Concrete foundation C12/15

Non-woven geotextile 300 g/m²

554.00

552.00

556.00

554.00

552.00

550.00

556.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

554.00

552.00

550.00

AutoCAD SHX Text

AutoCAD SHX Text +3,23

AutoCAD SHX Text -0,05 (549.45)

AutoCAD SHX Text +4,63

AutoCAD SHX Text +12,00

AutoCAD SHX Text +10,50

AutoCAD SHX Text +3,80

AutoCAD SHX Text +3,50

AutoCAD SHX Text ±0,00 (549.50)

AutoCAD SHX Text -0,25

AutoCAD SHX Text +3,38

AutoCAD SHX Text +3,18

AutoCAD SHX Text +7,02

AutoCAD SHX Text +6,88

AutoCAD SHX Text +7,02

AutoCAD SHX Text +6,88

AutoCAD SHX Text +10,50

AutoCAD SHX Text +6,73

AutoCAD SHX Text +6,28

AutoCAD SHX Text +11,88

AutoCAD SHX Text +7,02

AutoCAD SHX Text +6,88

AutoCAD SHX Text +10,70

AutoCAD SHX Text +11,17

AutoCAD SHX Text +10,50

AutoCAD SHX Text +10,70

AutoCAD SHX Text +11,17

AutoCAD SHX Text +10,70

AutoCAD SHX Text +11,17

AutoCAD SHX Text +12,00

AutoCAD SHX Text +11,88

AutoCAD SHX Text +2,50

AutoCAD SHX Text ±0,00 (549.50)

AutoCAD SHX Text -0,25

AutoCAD SHX Text -2,75

AutoCAD SHX Text -3,25

AutoCAD SHX Text +3,50

AutoCAD SHX Text +3,38

AutoCAD SHX Text +1,75

AutoCAD SHX Text +5,26

AutoCAD SHX Text -0,95

AutoCAD SHX Text -2,75

AutoCAD SHX Text -3,25

AutoCAD SHX Text -2,75

AutoCAD SHX Text -3,25

AutoCAD SHX Text -2,75

AutoCAD SHX Text -3,25

AutoCAD SHX Text +4,10

AutoCAD SHX Text -0,55

AutoCAD SHX Text ±0,00

AutoCAD SHX Text +3,80

AutoCAD SHX Text ±0,00 (549.50) NEW building

AutoCAD SHX Text -0,25

AutoCAD SHX Text -0,95

AutoCAD SHX Text +10,70

AutoCAD SHX Text +11,17

AutoCAD SHX Text +12,00

AutoCAD SHX Text +11,88

AutoCAD SHX Text…

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File details come from the government source that posted it. Updated Aug 16, 2022.