W5J9JE-16-R-00069_-_Police_Town_Amendment_-_0003_20APR17_SPECS.pdf

Solicitation No. W5J9JE-16-R-0069

US Army Corps of Engineers Mississippi Valley Division

AFGHAN NATIONAL POLICE (ANP)

FEMALE POLICE TOWN – PHASE 1

RAMS 1655

Kabul District, Kabul Province, Afghanistan

Project No. ANP-16-003

Construction Specifications and Drawings

Proposal Requirements, Contract Forms, Conditions of the Contract

March 2017

Female Police Town Phase I

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.00 45 BID SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 10 15 TECHNICAL REQUIREMENTS

01 10 40 SECURITY

01 10 41 SECURITY PLAN FORMAT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 57 20 ENVIRONMENTAL PROTECTION

01 65 10 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 05 11 HYDROPHOBIC CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 43 13 STONE MASONRY VENEER

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 10 11 HYDROPHOBIC CONCRETE ADMIXTURE

07 21 13 BOARD INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 41 13 NON-STRUCTURAL METAL ROOFING

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 1

Female Police Town Phase I

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 37 LATH AND PLASTER

09 30 00 CERAMIC TILE

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

12 51 00 FURNITURE, FURNISHINGS, AND EQUIPMENT (FFE)

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 11 25 GAS PIPING SYSTEMS

23 81 00 UNITARY AIR CONDITIONING EQUIPMENT

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

PROJECT TABLE OF CONTENTS Page 2

Female Police Town Phase I TAA

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 56 00 EXTERIOR AREA LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND BACKFILLING FOR UTILITIES AND STRUCTURES

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 GRANULAR FILL AND STONE WATER CAPILLARY BARRIER

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 00.00 10 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION AND COMMUNICATIONS

33 77 36.00 40 MEDIUM-VOLTAGE UTILITY FUSES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.2 BONDING

1.2.1 Reference

1.2.2 Bid Guarantee

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT TABLE OF CONTENTS 00 11 00.00 45 Page 1

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

0001 Survey

1 JOB SUM $___________

0002 Geotechnical Investigation

1 JOB SUM

0003 As-Built Drawings 1 JOB SUM $___________

0004 Unexploded Ordnance

1 JOB SUM

0005 Mobilization 1 JOB SUM

0006 Demobilization 1 JOB SUM

0007 Demolition 1 JOB SUM

0008 Grading and Drainage 1 JOB SUM $___________

0009 Erosion Control

1 JOB

SUM $___________

0010 Roads 1 JOB

SUM $___________

0011 Parking 1 JOB

SUM $___________

0012 Sidewalks 1 JOB

SUM $___________

DOCUMENT 00 11 00.00 45 Page 1

BID SCHEDULE (CONT'D)

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

0013 Perimeter Wall 1 JOB

SUM $___________

0014 Trash Collection Points

1 JOB

SUM $___________

0015 Water System 1 JOB

SUM $___________

0016 Sanitary Sewer

Collection

1 JOB

SUM $___________

0017 Site Electrical System

1 JOB

SUM $___________

0018 Site Communications

System

1 JOB

SUM $___________

0019 Furniture and Equipment

1 JOB

SUM $___________

0020 Family Housing Buildings

3 EA

0021 Guard Towers 6 EA

0022 Government Field Office

Internet Service

1 JOB

0023 Bonding 1 JOB

TOTAL SCHEDULE NO. 1 $___________

1.2 BONDING

1.2.1 Reference

a. FAR 52.228-1

b. FAR 52.228-2

c. FAR 52.228-13

d. FAR 52.228-14

DOCUMENT 00 11 00.00 45 Page 2

e. FAR 52.228-15

1.2.2 Bid Guarantee

A Bid Guarantee, Payment and Performance (if awarded) bonds are required on this project as follows:

Bid Guarantee: In accordance with FAR clause 52.228-1 a bid guarantee is hereby required at time of submission of proposal. The amount of the bid guarantee shall be 30 percent of the bid price or $3,000,000.00, whichever is less.

Offeror must provide a copy of bid guarantee at time of submission of proposal to be considered for award. Bid Guarantee legitimacy will be verified at time of proposal evaluation.

Performance and Payment Bonds, or Irrevocable Letter of Credit (ILC): In accordance with FAR clauses 52.228-15 and 52.228-14, the Offeror who is selected for award within 30 days of contract award date must submit Performance and Payment bonds or Irrecovable Letter of Credit.

Performance Bonds (Standard Form 25). The penal amount of performance bonds at time of contract award shall be 30 percent of the original contract price.

Payment Bonds (Standard Form 25a). The penal amount of payment bonds at time of contract award shall be 30 percent of the original contract price.

Irrevocable Letter of Credit. See FAR clause 52.228-14(e) for the format to be used by the issuing financial institution to create an ILC.

The bonds shall be in the form or firm commitment, supported by corporate sureties whose names appear on the list contained in U.S. Treasury Department Circular 570, individual sureties, or by other acceptable security such as irrevocable letter of credit, or, in accordance with U.S.

Treasury Department regulations, certain bonds or notes of the United States. U.S. Treasury Circular 570 is published in the Federal Register or may be obtained from the:

U.S. Department of Treasury Financial Management Service Surety Bond Branch 3700 East West Highway, Room 6F01 Hyattsville, MD 20782 Or via the internet at http://www.fms.treas.gov/c570/

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 11 00.00 45 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUMMARY OF WORK

1.4 DEFINITIONS

1.5 REFERENCES

1.6 QUALITY ASSURANCE

1.6.1 Linguist Requirement

1.6.2 Contractor Quality Control

1.6.2.1 QC Manager Training Requirement

1.6.2.2 Contractor Quality Control Plan

1.6.3 Contractor Team Members

1.6.3.1 Professional Registration

1.6.3.2 Geotechnical Engineer Qualifications

1.6.3.3 Electrical Worker Qualifications

1.7 SCHEDULE

1.8 PROJECT AND SITE CONDITIONS

1.8.1 Site Boundaries

1.8.2 Site Visit

1.9 COORDINATION WITH OTHERS

1.10 SECURITY

1.11 SEQUENCING

1.12 CONSTRUCTION PROJECT SIGN

PART 2 SUMMARY OF WORK

2.1 SURVEY

2.1.1 Survey

2.2 CONTRACTOR INVESTIGATION AND VERIFICATION REPORT WITH UPDATED SITE

PLAN

2.2.1 Contractor Investigation and Verification Report

2.2.2 Site Plan

2.3 GEOTECHNICAL

2.3.1 Geotechnical Investigation

2.3.1.1 Geotechnical Investigation Plan

2.3.1.2 Geotechnical Report

2.3.2 Geotechnical Laboratory

2.3.3 Foundation Design

2.4 AS-BUILT/RECORD DRAWINGS

2.5 UNEXPLODED ORDNANCE (UXO)

2.5.1 Site Clearing

2.5.2 Contractor Clearance Requirements

2.5.3 Safety Work Plan

2.5.4 Personal Risk

2.5.5 Contact Information

2.6 CIVIL

2.6.1 Demolition

SECTION TABLE OF CONTENTS 01 10 00 Page 1

2.6.2 Grading and Drainage

2.6.3 Erosion Control

2.6.4 Roads

2.6.5 Parking

2.6.6 Sidewalks

2.7 FORCE PROTECTION AND SECURITY

2.7.1 Perimeter Wall

2.8 SITE FEATURES

2.8.1 Water System

2.8.2 Sanitary Sewer Collection System

2.8.3 Site Electrical System

2.8.4 Site Communication System

2.8.5 Furniture and Equipment

2.9 FACILITIES

2.9.1 Facilities

2.9.2 Family Housing Buildings

2.9.3 Guard Towers

2.9.4 Trash Collection Points

2.9.5 Propane Storage

2.10 CONTRACT REQUIREMENTS

2.10.1 Contract Plans And Specifications

2.11 CONTRACT DOCUMENTS

2.11.1 Technical Specifications

2.11.2 Technical Requirements

PART 3 EXECUTION

ATTACHMENTS:

ATTACHMENT A - ANP RTC, Police Small Town Assessment Report

SECTION TABLE OF CONTENTS 01 10 00 Page 2

SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications

BSI BS 7671 listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D2487 (2011) Soils for Engineering Purposes (Unified Soil Classification System)

BRITISH STANDARDS INSTITUTE (BSI)

BSI BS 7671 (2011; AMD 2015) Requirements for Electrical Installations. IET Wiring Regulations. - Seventeenth Edition

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Quality Control Plan; G, RO

Security Plan; G, SO

Geotechnical Investigation Plan; G, RO

UXO/Demining Safety Work Plan; G

UXO/Demining Clearance Certification; G

Certification of UXO clearance; where excavations are to be performed in areas known or suspected to contain explosives, unexploded munitions, or military ordnance, surface and subsurface clearance by qualified explosive ordnance disposal (EOD) personnel shall be accomplished prior to start of construction activities.

Clearance certificates must be forwarded to the Contracting Officer Representative (COR), prior to the start of construction.

If the site does not have an associated clearance certificate, the

SECTION 01 10 00 Page 1 site will require an UXO/mine clearance conducted to meet the certification of UXO clearance requirements EM 385-1-1 Section 25.A.01.m.

SD-02 Shop Drawings

Geotechnical Report; G

Survey; G

SD-05 Design Data

Site Plan; G

1.3 SUMMARY OF WORK

The project consists of the design and construction of a new Female Police Town (FPT) - Phase 1 for the Afghan National Police (ANP) in Kabul District, Kabul Province, Afghanistan.

The project is defined as the design, material, labor, and equipment to construct three Family Housing Buildings, six Guard Tower buildings, perimeter walls as shown on the drawings, parking and roads for Phase 1 area, utilities (water, electrical distribution, communications, sewage holding tanks/sewer lines) for the Phase 1 area, demolition and other infrastructure for a design population of approximately 300 Female Police Families. Fully designed construction documents, to include plans and specifications, are provided herein for the female police town and associated site work. Plans are provided for construction of roads, grading, drainage, electrical site work, utilities, Family Housing Buildings, guard towers, and perimeter wall. The Contractor's access point is shown on the Plans.

The Contractor shall provide a Geotechnical Report, a complete survey and a Contractor Investigation and Verification Report with updated Site Plan as part of this contract.

The Contractor shall be responsible for coordinating with the Contractor who is constructing the Police Town Water Infrastructure project (consisting of the wells, water tanks and waterline stub outs) and the Contractors for future phases. The Contractors for future phases and the water infrastructure shall be constructing those projects within the boundaries of the Female Police Town Project (see Plans) and close coordination is imperative for sequencing of work.

The Contractor shall be responsible for searching for, identifying and clearing all unexploded ordnance in all areas that the Contractor shall excavate below 1 meter in depth. All other areas have been cleared to a 1 meter depth.

ATTACHMENT A - ANP RTC, Police Small Town Assessment Report provided at the end of this Section is for reference only and the Contractor is responsible for verification of any information. Refer to the Plans for approximate site location.

1.4 DEFINITIONS

For this Contract, the term "Government" is defined as the Contracting

SECTION 01 10 00 Page 2

Officer for the U.S. Army Corps of Engineers, Transatlantic Afghanistan District.

1.5 REFERENCES

The work of this Contract shall meet and be constructed in accordance with the U.S. design standards and technical references as indicated in this document.

1.6 QUALITY ASSURANCE

1.6.1 Linguist Requirement

a. All official communication between the Contractor and the Government shall be presented in English.

b. At all times during the performance of this Contract, and until all work is complete and accepted, the Contractor shall have a minimum of one representative (Linguist) on site that is fluent in both English and the local language.

c. The Linguist shall attend all meetings with the Government.

d. The Contracting Officer's Representative (COR) will approve of whom the Contractor provides as its Linguist. At any time upon the request of the COR, the Contractor shall remove the Linguist from its staff and replace with another until found to be satisfactory for contractual communication as determined by the COR.

e. A satisfactory Linguist shall be defined as a person with the ability to:

(1) Convey verbal information in English to the Government in a clear and concise manner;

(2) Receive and understand verbal information in English from the Government in a clear and concise manner;

(3) Read and write the English language in a clear and concise manner;

and

(4) Convey, communicate, and interpret information in both English and the local language between all multiple language parties at meetings, site visits, in official letters and e-mails, and all other contractual communications as required.

1.6.2 Contractor Quality Control

1.6.2.1 QC Manager Training Requirement

See Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS) for Contractor’s QC Manager training requirements.

1.6.2.2 Contractor Quality Control Plan

The Contractor’s quality control plan, as defined in Section 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS), must include the name qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a Contractor Quality Control function. For the QC Manager, SECTION 01 10 00 Page 3 qualifications must include a certificate demonstrating completion of an approved CQM course.

1.6.3 Contractor Team Members

1.6.3.1 Professional Registration

The Contractor may be a single firm or a team of firms that includes registered Architects and Engineers either employed by or subcontracted to the Contractor. Licensing jurisdiction of Architects and Engineers of record shall be verifiable. The Contractor shall be the Architect/Engineer-of-Record for all work not associated with the furnished drawings, whether the contractor utilizes services of licensed architects and engineers employed by its firm or subcontracts with independent architectural and/or engineering firm(s). The Contractor shall be solely liable for design errors and/or omissions and should be insured as the A-E firm against design errors and omissions.

1.6.3.2 Geotechnical Engineer Qualifications

A geotechnical engineer, qualified by education in geotechnical engineering, or geotechnical firm responsible to the Contractor shall develop all geotechnical engineering design parameters by appropriate field and laboratory investigation and analysis.

1.6.3.3 Electrical Worker Qualifications

All electrical work shall be performed by Journeymen Electricians and supervised by one Lead Electrician. The Lead electrician must be on site at all times during electrical installations and be capable of installing as well as directing the installation of all electrical work in compliance with the governing Code. Apprentice Electricians are allowed to assist the Journeymen, but the ratio of Apprentices to Journeymen shall not exceed 3:1. Qualifications for each person to perform electrical work shall be as indicated below.

a. Lead Electrician

(1) Proof of Completion of an Electrical Safety Course AND

(2) Proof of Completion of an Electrical Code Class (NEC or BSI BS 7671

) AND

(3) Graduate of an Approved Trade School AND

(4) 4,000 hours of verifiable commercial/industrial electrical experience

b. Journey Electrician

(1) Proof of Completion of an Electrical Safety Course AND

(2) Proof of Completion of an Electrical Code Class (NEC or BSI BS 7671

) AND

(3) Graduate of an Approved Trade School AND

(4) 2,000 hours of verifiable commercial/industrial electrical experience

SECTION 01 10 00 Page 4

c. Apprentice Electrician

(1) Proof of Completion of an Electrical Safety Course AND

(2) Proof of Completion of an Electrical Code Class (NEC or BSI BS 7671

1.7 SCHEDULE

The following is an internal design schedule outlining the Completion of Work and is subject to modification by the Offeror to suit their particular method of operation. The design submittal milestones are described in Section 01 33 00 SUBMITTAL PROCEDURES. Overall time constraints are required and cannot be changed except by contract modification. The successful Contractor shall be required to submit a complete schedule for design and construction that meets or exceeds the overall time goals of the Government for this project.

ACTION / SUBMITTAL ITEM TIME FROM LAST ACTION

(IN CALENDAR DAYS)

Notice to Proceed (NTP) Following Written Notification of Contract Award

Pre-construction Conference Within 7 days following NTP

Project Schedule Within 14 days following NTP

Demining Plan With 21 days following NTP

95% Survey, Geotechnical Report and Contractor Investigation and Verification Report with updated Site Plan

Within 90 days following NTP

100% Survey, Geotechnical Report and Contractor Investigation and Verification Report with updated Site Plan

Within 30 days following reciept of comments for 95% submittal

Total Design and Construction Period 810 days - Period of Performance includes design and construction activities

1.8 PROJECT AND SITE CONDITIONS

1.8.1 Site Boundaries

The Female Police Town Project is within the site boundaries as defined by the following coordinate points:

SECTION 01 10 00 Page 5

P1 34° 33' 19.47" N 69° 08' 02.76" E

P2 34° 33' 25.58" N 69° 07' 51.97" E

P3 34° 33' 28.20" N 69° 07' 54.13" E

P4 34° 33' 30.50" N 69° 07' 54.31" E

P5 34° 33' 33.61" N 69° 07' 50.06" E

P6 34° 33' 33.27" N 69° 07' 49.73" E

P7 34° 33' 32.57" N 69° 07' 49.07" E

P8 34° 33' 32.70" N 69° 07' 48.85" E

P9 34° 33' 28.79" N 69° 07' 45.30" E

P10 34° 33' 28.40" N 69° 07' 45.60" E

P11 34° 33' 28.95" N 69° 07' 46.51" E

P12 34° 33' 27.66" N 69° 07' 47.39" E

P13 34° 33' 26.93" N 69° 07' 46.65" E

P14 34° 33' 26.46" N 69° 07' 46.96" E

P15 34° 33' 24.67" N 69° 07' 50.61" E

P16 34° 33' 23.81" N 69° 07' 49.59" E

P17 34° 33' 22.53" N 69° 07' 48.74" E

P18 34° 33' 19.66" N 69° 07' 49.36" E

P19 34° 33' 15.20" N 69° 08' 02.23" E

P20 34° 33' 18.06" N 69° 08' 01.62" E

The Contractor shall verify the accuracy of the coordinates provided herein, and submit to the COR for approval. The development of the site and construction of all permanent structures is required to be fully within this defined area. The Contractor shall notify the COR immediately should the development of the proposed site require an encroachment beyond the boundary. The Contractor shall obtain the necessary approval for the access road connecting the proposed site to an existing road. Submittals shall include a site plan illustrating the limits, boundaries, access roads, and coordinates representing the limit of work area.

1.8.2 Site Visit

Although not required, it is the responsibility of the contractor to have visited the site prior to submitting its proposal for the project and to have gained a good understanding of the project and its requirements, including grading and drainage details necessary to appropriately submit its proposal and construct the project.

1.9 COORDINATION WITH OTHERS

Contractor is fully responsible for coordination with the Afghan National Police regarding site access, working hours, transportation of materials, badging requirements, etc. The Contractor is also fully responsible for coordination with the multiple contractors who will be working in adjacent and sometimes overlapping work areas.

SECTION 01 10 00 Page 6

1.10 SECURITY

a. Security is critical to construction in Afghanistan, especially on roads and remote areas away from Coalition Force bases. The risk/threat level for the area surrounding this project site is specified in Section 01 10 40 SECURITY.

b. The Contractor shall provide an appropriate level of security and protection to match the threat that exists in the project area and along the supply routes. A detailed security plan in accordance with Section 01 10 40 SECURITY shall be provided by the Contractor, and must be approved by the Government, prior to issuing a construction Notice to Proceed.

1.11 SEQUENCING

a. Contractor shall schedule all construction activities to overlap to the maximum extent possible and shall provide the resources required in order to minimize the construction period and reduce the overall Period of Performance.

b. Construction shall occur concurrently with adjacent construction operations. Contractor shall not construct any features within the adjacent project limits of work or laydown area until that work is complete or the work is coordinated with that contractor so that adjacent Contractors are not negatively impacted.

c. Survey, Design and geotechnical investigations shall occur concurrently. Contractor shall not construct any features until approval of geotechnical report, survey and site plan as required in Section 01 10 15 TECHNICAL REQUIREMENTS and TAA Design Requirements.

Failure to follow this process may, at TAA's discretion, result in the Contractor not being paid for construction of features.

d. Contractor shall be responsible for security and shall provide temporary security until permanent security features are fully installed and operational.

e. Testing will be performed by others. Batch plant shall be capable of producing minimum 60 cubic meters of concrete per hour and shall be equal in quality to Libherr products or better.

1.12 CONSTRUCTION PROJECT SIGN

The Contactor shall fabricate and display at least one sign to identify the project site as an Islamic Republic of Afghanistan sponsored project. The sign shall meet or exceed the requirements provided in Section 01 35 13 SPECIAL PROJECT REQUIREMENTS. Exact placement of the sign at the project site shall be coordinated with the COR.

PART 2 SUMMARY OF WORK

2.1 SURVEY

2.1.1 Survey

The Contractor shall prepare a survey of the entire Female Police Town

SECTION 01 10 00 Page 7

Area, including those areas listed as future phases, as part of the design submittal packages. The plan shall be based on a survey of the project site, as located and defined by the coordinates provided herein. The survey shall show the closure of the property boundaries, identification of all property boundaries and corners, and establishment of horizontal and vertical controls. These controls shall list all bearings and distances of property lines from the centerline of all adjacent roads. The surveyor shall place three monuments on the property showing site elevations, coordinate grid systems and WGS 84 latitude longitude.The survey shall include all topographic data and surface features. See Section 01 10 15 Technical Requirments for survey requirements.

2.2 CONTRACTOR INVESTIGATION AND VERIFICATION REPORT WITH UPDATED SITE PLAN

2.2.1 Contractor Investigation and Verification Report

The Contractor shall a report based upon the survey, geotechnical report and provided plans. In the report the Contractor shall note all provided designs that are to change based upon the survey and geotechnical report and reasons for the change.

2.2.2 Site Plan

The Contractor shall prepare a plan of the Phase 1 area property as part of this project. The plan shall be based on a survey of the project site, as located and defined by the coordinates provided herein and the site plans provided by the Government. The Contractor's site plan shall show all features from the Government provided site plan. The site plans shall show any changes necessary to construct the project due to survey information from the Contractor's Survey. The Contractor shall highlight/cloud/identify those changes on the site plan. The Contractor shall minimize any changes to those necessary due to information from the survey. A CD of the Microstation or AutoCad files of the Government provided drawings shall be available to the Contractor at the preconstruction conference.

2.3 GEOTECHNICAL

2.3.1 Geotechnical Investigation

2.3.1.1 Geotechnical Investigation Plan

Existing geotechnical information is not available at the project site.

All site specific geotechnical data required to develop foundations, materials, earthwork, and other geotechnical related design and construction activities for this project shall be the Contractor’s responsibility. The Contractor shall submit a Geotechnical Investigation Plan in accordance with Section 01 33 00 SUBMITTAL REQUIREMENTS.

2.3.1.2 Geotechnical Report

Results of the geotechnical investigation and testing shall be submitted in accordance with Section 01 33 00 SUBMITTAL REQUIREMENTS and contained within a detailed Geotechnical Report containing: test bore location plan;

test boring logs; test boring profiles; laboratory testing results of soil and rock; laboratory testing results; bearing capacity test results; soil chemical tests; and geotechnical recommendations.

SECTION 01 10 00 Page 8

2.3.2 Geotechnical Laboratory

Contact USACE TAA Division for a list of Geotechnical Labs able to perform soil and aggregate testing. All testing and field work shall be based on relevant standards set forth in the American Standard Testing Material (ASTM) Specifications. Obtain undisturbed soil samples to provide data for estimation of foundation, embankment settlements and perform settlement analyses.

2.3.3 Foundation Design

a. For foundation design, allowable soil bearing pressures shall be based on ICC IBC Table 1806.2. The Contractor shall conduct soils classification per ASTM D2487. There shall be no variation from the values listed in the table indicated above, unless the soils investigation indicates lower allowable values shall be used. Soil investigations shall conform to TAA Design Requirements.

b. For provided buildings and structures, the foundations shall be as per the standard drawings. Standard buildings and structures with foundation designs based on 76 kPa soil bearing will not be required to be redesigned if lower allowable soil bearing values have been determined unless unique circumstances have been determined by USACE-TAA and the contractor has been directed to perform a redesign.

2.4 AS-BUILT/RECORD DRAWINGS

The Contractor shall provide As-Built/Record Drawings to USACE per Section

01 78 00 CLOSEOUT.

2.5 UNEXPLODED ORDNANCE (UXO)

2.5.1 Site Clearing

All areas within the site boundaries have been cleared of unexploded ordnance to a maximum depth of one meter. The Contractor shall be responsible to searching for, identifying and clearing all mines and unexploded ordnance (UXO) from all areas in which the Contractor shall excavate deeper than one meter (foundations, utility trenches, sewage holding tanks, ect.) in depth prior to the commencement of Construction.

See Plans for site location boundaries. The Contractor and its subcontractors may not handle, work with, move, transport, render safe, or disarm any UXO/mine, unless they have appropriate accreditations from the UN Mine Action Center for Afghanistan (UNMACA) or Directorate of Mine Action Coordination (DMAC). The Contractor shall be required to provide UXO/Demining Clearance Certification from an UNMACA or DMAC accredited entities to the COR prior to the start of any construction activities. No construction activities are to be conducted without Government review and written approval for the project site. Clearance shall be accomplished to the anticipated foundation depths as indicated in the Contract.

2.5.2 Contractor Clearance Requirements

a. The Contractor shall provide UXO/Demining Clearance Certification of approximately 8,600 sm to the minimum required clearance depth in which the Contractor is to excavate. The estimated area is based upon foundation and utility excavation areas.

c. Clearance, by definition, includes an investigation and clearance of

SECTION 01 10 00 Page 9 all sub-surface metallic anomalies within the site. Clearance and removal may only be undertaken by individuals with a valid Clearance Certifications from the UN Mine Action Center for Afghanistan (UNMACA) or Directorate of Mine Action Coordination (DMAC) accredited entities.

d. The Contractor shall provide clearance/removal services in accordance with International Mine Action Standards (IMAS), Afghanistan Mine Action Standards (AMAS), and applicable U.S. Army Corps of Engineer (USACE) Ordnance & Explosives (OE) safety standards. Construction work shall not occur inside the safety exclusion zone based on the Most Probable Munition (MPM) expected on the site. Construction shall not commence in any area that has not been cleared to the specified depth.

e. The Contractor is responsible to demine and obtain the required certification of the designated area as described herein. Please note;

the Contractor is responsible to ensure the area is cleared of all UXO/mines and if encountered will NOT be given additional construction days and/or additional compensation for the clearing.

f. Site Survey Report. The Contractor will perform a technical survey of the site to include; topographical information, site map, photos, technical investigation, conclusions, proposed clearance procedures and recommendations. The Site Survey Report shall be comprehensive and submitted as a written report complete with drawings and exhibits. The Contractor’s Site Survey Report must be certified by an individual with Level III, or greater, EOD qualification or equivalent. The Site Survey Report shall be coordinated with USACE-COR prior to commencement with the clearance operations. The area to be cleared shall be confirmed in the site survey. The site survey should reconcile the required area, and shall address previously demined areas adjacent to the work area. The work area should include an overlap of a minimum of the excavation depth to the adjacent area previously de-mined as a safety precaution.

g. The contractor will use the AMAS system of marking to distinguish between hazardous and cleared areas during the clearance operations.

The field marking system shall be posted on the site with flags, spray paint, painted stones and other means to convey areas that have been cleared.

2.5.3 Safety Work Plan

a. The Contractor shall provide a standard UXO/Demining safety work plan to the COR for review and approval prior to commencement of all UXO clearance / demining activities on the project sites. Once the UXO/ Demining clearance has concluded, the Contractor shall provide COR a clearance certificate for review and approval before any construction activities are to commence. Note: USACE needs written clearance certificate approval from the UNMACA or DMAC to approve the start of construction activities.

b. The contractor shall prepare and submit an acceptable UXO plan. The plan shall include at minimum: methodology, equipment, work plan, accident prevention plan, accident hazard analyzes, technical management plan, explosive siting plan identifying temporary storage location and designated disposal area, data quality objectives (DQO’s), contractors quality objectives, training, certifications, and quality control plan.

SECTION 01 10 00 Page 10

2.5.4 Personal Risk

It is the responsibility of the Contractor to be aware of the risk of encountering UXO/mines and to take all actions necessary to assure a safe work area to perform the requirements of this Contract. The Contractor assumes the risk of any and all personal injury, property damage or other liability arising out of or resulting from any Contractor action taken hereunder. The Contractor and its subcontractors may not handle, work with, move, transport, render safe, or disarm any UXO/mine, unless they have appropriate accreditations from the UN Mine Action Center for Afghanistan (UNMACA) or Directorate of Mine Action Coordination (DMAC) accredited entities.

2.5.5 Contact Information

The Point of Contact for UXO/Demining list of certified contractors with Inter-governmental Personal Act (IPA) can be obtained from this POC.

Direct inquiries to the following:

Mr. Wes Bushnell Military Munitions Response Program (MMRP) US Army Corps of Engineers & Support Center-Huntsville P.O. Box 1660 Huntsville, AL 35807 Wesley.A.Bushnell@usace.army.mil Office DSN: 318-481-9133 Cell: 072-945-4207)

2.6 CIVIL

2.6.1 Demolition

The Contractor shall demolish the existing walls and concrete as indicated on the plans,and any other minor demolition necessary within the limits of work. The demolition work includes the removal and disposal of all debris, concrete, foundations and vegetation. The Contractor shall dispose of all demolition debris off site. The location of where materials are to be disposed shall be provided to the Contracting Officer.

2.6.2 Grading and Drainage

The Contractor shall perform grading for the entire Female Police Town Phase 1 area. The Contractor shall perform complete final site grading only after complete and final installation of all utilities. The grading and drainage shall be per the Government provided plans to include rough and final grading, ditches and associated erosion control measures.

2.6.3 Erosion Control

Native crushed angular stone (size 30 mm) shall be placed around all buildings, from the face of building wall out 3 meters minimum, and on the slopes of the detention basin to reduce erosion and to provide dust control. Native crushed angular stone shall be placed 100 mm thick.

Maximum slopes shall be 3:1 and protected from erosion with compacted gravel or aggregate 100 mm thick.

2.6.4 Roads

Provide asphalt roads as shown on the Government provided plans.

SECTION 01 10 00 Page 11

2.6.5 Parking

Provide parking areas for 100 personal/department vehicles inside the compound as indicated on the Government provided Plans.

2.6.6 Sidewalks

Provide sidewalks as indicated on the Government provided Plans.

2.7 FORCE PROTECTION AND SECURITY

2.7.1 Perimeter Wall

The Contractor shall provide a perimter wall per the Government provided plans in the locations shown on the site plan.

2.8 SITE FEATURES

2.8.1 Water System

The Contractor shall construct a Potable Water System (PWS), to include an underground pipe distribution network system from the stub outs shown on the plans to all buildings (both buildings constructed under this contract and future buildings shown on the plans) as shown on the Plans. The water well(s), well house(s), water well pump(s), ground storage tank(s) (GST), booster pump(s), expansion tank(s) and hydropneumatic tank(s) will be constructed under another contract. The Contractor shall coordinate the connection of the stub out locations to the water system from the Police Town Water Infrastructure Contract. The water system shall be constructed in accordance with the Government provided plans and specifications. The water system system shall include all water pipes, valves, hose bibs and all other associated items necessary for a fully functioning water system.

All pipe shall be schedule 80 PVC.

2.8.2 Sanitary Sewer Collection System

The Contractor shall construct the sanitary sewer and two (2) sewage holding tanks shown to be constructed as part of this contract per the provided Government provided plans and specifications. The sanitary sewer system shall include all sewer pipes, cleanouts, manholes, sewage holding tanks and all other associated items necessary for a fully functioning sanitary sewer system.

2.8.3 Site Electrical System

The Contractor shall construct the overhead/underground electrical distribution system per the Government provided plans and specifications.

The electrical distribution system shall include all overhead/underground lines, transformers and all other associated items necessary for a fully functioning electrical distribution system. The electrical distribution system shall be constructed for all buildings to be constructed under this contract and the future buildings as shown on the plans. The Contractor shall coordinate with DABS to confirm the power source location.

2.8.4 Site Communication System

The Contractor shall provide and install all communications equipment including but not limited to outside plant conduit, pull-strings, manholes, SECTION 01 10 00 Page 12 handholes, interior conduit, and junction boxes for future installation of voice/data jacks per the provided plans and specifications for Phase 1 provided by the Government. Communications cabling and voice/data jacks will be provided in future by others.

2.8.5 Furniture and Equipment

The Contractor shall provide and install all furniture and equipment including but not limited to furniture for the Family Housing Buildings, Vistor Control Center and all kitchen equipment, ect. as shown in the plans and specifications.

2.9 FACILITIES

2.9.1 Facilities

A portion of the scope of this project consists of the construction of the facilities listed below. All facility locations are indicated on the Site Plan. Facility drawings are provided in the Plan set.

FACILITY NAME DESIGN NUMBER FACILITY USE / NOTES

Family Housing Building RAF1655A Housing

Guard Tower RAF1655C Force Protection

Trash Collection Points G01 Site

Propane Storage U13 Site

Site Details U08 Site

2.9.2 Family Housing Buildings

The Contractor shall construct the three Family Housing Buildings per the plans and specifications provided. The Contractor shall design and construct the fire alarm system for the Family Housing Building per Section 01 10 15 and the technical specifications. The Contractor shall submit the design of the fire alarm system per Section 01 33 00.

2.9.3 Guard Towers

The Contractor shall construct guard towers in accordance with TAA Standard Drawings FP04a as indicated on the Site Plan. Support columns of Guard Towers shall be adjusted as required by terrain to maintain relative height of Guard Tower above perimeter wall. Refer to Plans for related drawings and details.

2.9.4 Trash Collection Points

The Contractor shall construct trash collection points in accordance with TAA drawings titled "Trash Collection Point" as indicated on the Site Plan.

2.9.5 Propane Storage

The Contractor shall construct the Propane Storages per the plans and specifications provided. The Contractor shall provide all propane tanks, SECTION 01 10 00 Page 13 full of propane, for all propane storage locations as part of this item.

2.10 CONTRACT REQUIREMENTS

2.10.1 Contract Plans And Specifications

Contractor shall construct all features of Contract work (architectural, structural, civil, mechanical, plumbing, electrical, etc.) in complete accordance with contract plans and specifications furnished by the Government unless noted otherwise and stated herein. Refer to the Plans for provided designs.

2.11 CONTRACT DOCUMENTS

2.11.1 Technical Specifications

a. The Technical Specifications are provided for work to be performed and materials to be installed by the Contractor as directed by the designs provided by the Government. All technical, testing and submittal requirements shall be adhered to as described in each respective specification.

b. The Contractor shall prepare and submit for approval in accordance with Section 01 33 00 SUBMITTAL PROCEDURES any technical specification required for construction of the designs provided by the Government that were not included in this document.

2.11.2 Technical Requirements

Section 01 10 15 TECHNICAL REQUIREMENTS provides performance criteria to which the Contractor shall design any scope of work identified as designed by the Contractor. These are design requirements to which the Contractor, or his Design Agent, shall adhere and are not intended to supersede nor conflict with the Technical Specifications.

PART 3 EXECUTION

Not Used

SECTION 01 10 00 Page 14

US Army Corps of Engineers Transatlantic Afghanistan District (TAA)

Afghan Technical Support Team

(ATST)

ANP RTC, Police Small Town Assessment Report

Project Name and Location

Contract Number

Inspection Disciplines:

Team Members:

ATTACHMENT A TO SECTION 01 10 00

Table of Contents

Appendix A (Skteched Drawings and Layouts) Appendix B(Civil Assessment Photography) Appendix C(Mechanical Assessment Photography) Appendix D(Electrical Assessment Photography)

Appendix A

(Sketched Drawings and Layouts)

A T T A C H M E N T

A

T O

S E C T I O N

P a g e o f

T A C H M E N T

A

T O

S E C T I O N g e o f

T A C H M E N T

A

T O

S E C T I O N g e o f

T A C H M E N T

A

T O

S E C T I O N g e o f

T A C H M E N T

A

T O

S E C T I O N g e o f

T A C H M E N T

A

T O

S E C T I O N g e o f

Appendix B

(Civil Assessment Photography)

Appendix B 1

Appendix B 2

Appendix B 3

Appendix B 4

Appendix B 5

Appendix B 6

Appendix B 7

Appendix B 8

Appendix B 9

Appendix B 10

Appendix B 11

Appendix B 12

Appendix C

(Mechanical Assessment Photography)

Photo#03 Photo#04

Photo#02 Photo#01

5000 liter

Photo#07 Photo#08

Photo#06 Photo#05

Water Line v

Photo#11 Photo#12

Photo#09 Photo#10

Septic Tank (6X4 Meter) Septic Tank

Photo#13 Photo#14

Photo#15 Photo#16

(5000 gals) Water Storage

Photo#17 Photo#18

Photo#19 Photo#20 Water line

Water line

Photo#21 Photo#22

Septic Tank

Photo#23 Photo#24

Septic Tank Dimension (31X7) meter

Sewer line

Sew er line

Photo#25 Photo#26

160 cm

Photo#27 Photo#28

Kabul Traffic Vehicle Parking

: Logistic Supportive Battalion

Photo#29 Photo#30

Photo#31 Photo#32

Appendix D

(Electrical Assessment Photography)

220 KVA 415/240V, 50 HZ

165 KVA, 400/230V rated voltage, 50HZ three phase The other was 220 KVA three phase both stand by power

15/20 KV 400 KVA

630A

Medium Voltage Circuit# JL 11

400 KVA

800 KVA

Medium Voltage Circuit# JL 11

800 KVA

15/20 KV

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 15

TECHNICAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 COMPLIANCE

1.4 ASBESTOS CONTAINING MATERIALS

1.5 LIMITATION OF WORKING SPACE

1.6 TEMPORARY STRUCTURES

1.7 SUBCONTRACTORS

1.8 TECHNICAL REFERENCES

1.8.1 List of Codes and Technical Criteria

1.8.2 TAA Design Requirements Documents

1.9 CIVIL REQUIREMENTS

1.10 ENVIRONMENTAL PROTECTION

1.11 GEOTECHNICAL

1.11.1 Geotechnical Investigation Plan

1.11.2 Soil Investigation

1.11.3 Geotechnical Report

1.11.4 Geotechnical Qualifications

1.12 SITE DEVELOPMENT

1.12.1 Site Plan

1.12.2 Site Survey Plan

1.12.3 Demolition

1.12.4 Site Grading

1.13 EARTHWORK AND FOUNDATION PREPARATION

1.13.1 Capillary Water Barrier

1.13.2 Satisfactory Materials

1.13.3 Unsatisfactory Materials

1.13.4 Clearing And Grubbing

1.13.5 Stripping

1.13.6 Excavation And Compaction Of Fill

1.14 UTILITIES

1.14.1 Water Supply

1.14.2 Water Mains

1.14.3 Water Service Lines

1.14.4 Water Distribution System

1.14.5 Operating Pressure Range

1.14.6 Hydrostatic, Leakage & Disinfection Tests

1.15 FIRE PROTECTION

1.15.1 Fire Alarm System

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION TABLE OF CONTENTS 01 10 15 Page 1

SECTION TABLE OF CONTENTS 01 10 15 Page 2

SECTION 01 10 15

TECHNICAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO T 180 (2015) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AASHTO T 224 (2010) Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C651 (2014) Standard for Disinfecting Water Mains

ASTM INTERNATIONAL (ASTM)

ASTM C1580 (2009; E 2010) Standard Test Method for Water-Soluble Sulfate in Soil

ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM D1140 (2014) Amount of Material in Soils Finer than the No. 200 (75-micrometer) Sieve

ASTM D1556/D1556M (2015; E 2016) Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method

ASTM D1557 (2012; E 2015) Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D1586 (2011) Penetration Test and Split-Barrel Sampling of Soils

ASTM D1883 (2014) CBR (California Bearing Ratio) of Laboratory-Compacted Soils

ASTM D2166/D2166M (2016) Standard Test Method for Unconfined Compressive Strength of Cohesive Soil

SECTION 01 10 15 Page 1

ASTM D2216 (2010) Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

ASTM D2435/D2435M (2011) Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading

ASTM D2487 (2011) Soils for Engineering Purposes (Unified Soil Classification System)

ASTM D3080/D3080M (2011) Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions

ASTM D422 (1963; R 2007; E 2014; E 2014)

Particle-Size Analysis of Soils

ASTM D4318 (2010; E 2014) Liquid Limit, Plastic Limit, and Plasticity Index of Soils

ASTM D5333 (2003) Standard Test Method for Measurement of Collapse Potential of Soils (Withdrawn 2012)

ASTM D6938 (2015) Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

ASTM D854 (2014) Specific Gravity of Soil Solids by Water Pycnometer

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.3 COMPLIANCE

The Contractor's design and construction must comply with technical requirements contained herein. The designer shall have a minimum of five years experience with the design and construction of projects of the same magnitude and complexity as required in this project. The Contractor shall provide design and construction using the best blend of cost, construction efficiency, system durability, ease of maintenance and environmental compatibility.

SECTION 01 10 15 Page 2

1.4 ASBESTOS CONTAINING MATERIALS

Asbestos containing material (ACM) shall not be used in the design and construction of this project. If no other material is available which will perform the required function, or where the use of other material would be cost prohibitive, a waiver for the use of asbestos containing materials must be obtained from the Contracting Officer.

1.5 LIMITATION OF WORKING SPACE

Except where required for service connections or other special reason(s), the Contractor shall confine his operations strictly within the boundaries of the site. Workmen will not be permitted to trespass on adjoining property. Any operations or use of space outside the boundaries of the site shall be by arrangement with all interested parties. The Contractor shall take all practical steps to prevent his workmen from entering adjoining property, and in the event of trespass occurring the Contractor will be held entirely responsible. Areas located immediately outside the site boundaries and construction area may contain mines and unexploded ordnance (UXO). Contractors assume all risks when venturing in or out of the designated work area.

1.6 TEMPORARY STRUCTURES

The Contractor shall erect suitable temporary fences, lighting, and necessary structures to safeguard the site, materials and plant against damage, theft, and protection of the general public; and shall…