Attachment_1_-_Certified_Technical_Specs.pdf

W911WN-17-B-8007

Conemaugh Lake Permanent Embankment and Culvert Repair

Blairsville, Pennsylvania

Certified Final Documents Technical Specifications July 2017

Permanent Embankment and Culvert Repair at Blairsville

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 18 00 UTILITY COORDINATIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 32 23.00 08 SURVEY AND ALIGNMENT CONTROL

01 32 33 DIGITAL PROGRESS IMAGES

01 33 00 SUBMITTAL PROCEDURES

01 35 00.00 08 SPECIAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 10 PROJECT SIGN

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 08 STORM WATER POLLUTION CONTROL

01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 42 00 DISPOSAL OF MATERIALS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILES

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

31 37 16.00 08 STONE PROTECTION

31 63 33 MICROPILES

31 73 00.00 08 GROUTING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASES

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 01 30.72 08 RELINING CULVERTS

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final - W911WN-17-B-8007

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 18 00

UTILITY COORDINATIONS

PART 1 GENERAL

1.1 SUMMARY

1.2 PROTECTION OF UTILITIES

1.3 LOCATION OF EXISTING UTILITIES

1.4 CONNECTIONS TO MUNICIPAL UTILITY SYSTEMS

1.5 UTILITY SERVICES

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 18 00 Page 1

SECTION 01 18 00

UTILITY COORDINATIONS

PART 1 GENERAL

1.1 SUMMARY

This section addresses the requirements regarding the Contractor's responsibility for coordination of the work under this contract with existing utilities.

1.2 PROTECTION OF UTILITIES

The Contractor shall locate and clearly identify all underground and above ground utility lines, wires, cables, pipes, poles, support lines, and culverts, within the Contractor's work areas. The Contractor shall contact the Pennsylvania One Call System at telephone (800) 242-1776 at least three business days prior to beginning any Construction activity. The Contractor shall be responsible for any costs for the Pennsylvania One Call System.

The Contractor shall conduct his operations such that the utilities are not damaged or disturbed. Any damage to utilities caused by the Contractor's actions shall be repaired by him at no additional expense to the Government. The Contractor shall store materials and equipment in a manner that does not interfere with utility company services or utility company access to the facilities. The Contractor shall relocate any equipment or stockpiles, at no additional cost to the Government, that interfere with utility company operations, emergency repairs, or standard maintenance services.

1.3 LOCATION OF EXISTING UTILITIES

There are a number of utilities within the construction work limits including water, gas, and sewer lines. Many have been relocated due to the slope failure. The location of these utlities is shown on the drawings as they were located at the time of the solicitation; however, the Contractor shall coordinate with the Borough of Blairsville and all relevant utility services to verify the location and extent of all utilities.

1.4 CONNECTIONS TO MUNICIPAL UTILITY SYSTEMS

All work in connection with connection to existing utility systems shall be coordinated with the appropriate authority. Such connections shall be made in accordance with the requirements of the authority. Costs for all connections shall be the responsibility of the Contractor.

1.5 UTILITY SERVICES

The following is a listing of points of contact for some utilities:

EXISTING UTILITIES

Utility Service Point of Contact

General Utility Pennsylvania One Call System

SECTION 01 18 00 Page 2

Locations Telephone Requests Only Ph. 1-800-242-1776

Government Utility Mr. Paul Toman, Locations Resource Manager Loyalhanna Lake Ph. (724) 639-9013 Fax (724) 639-9818

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 18 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.2 JOB PAYMENT ITEMS

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.1.3 Payment Item

1.2.2 Erosion and Sediment Controls

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.2.3 Payment Item

1.2.3 Diversion Structure

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.3.3 Payment Item

1.2.4 Site Demolition

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.4.3 Payment Items

1.2.5 Stormwater Collection System

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.5.3 Payment Item

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Digital Progress Images

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.1.4 Payment Item

1.3.2 Earthwork

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.2.4 Payment Item

1.3.3 Stone Protection

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.3.4 Payment Items

1.3.4 Centrifugally Cast Concrete Pipe (CCCP) Liner

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.4.4 Payment Item

1.3.5 Structural Plate Arch

1.3.5.1 Payment

1.3.5.2 Measurement

SECTION 01 22 00.00 10 Page 1

1.3.5.3 Unit of Measure

1.3.5.4 Payment Items

1.3.6 Headwall

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.6.4 Payment Item

1.3.7 Geotextile

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.7.4 Payment Item

1.3.8 Security Fence

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.8.4 Payment Item

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

This section covers measurement and payment of items applicable to the performance of the work under this contract.

1.2 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Reimbursement For Actual Performance And Payment Bond Premiums

1.2.1.1 Payment

Payment for reimbursement for actual performance and payment bond premiums will be made as specified in 00100; FAR Clauses 52.228-13 ALTERNTIVE PAYMENT PROTECTIONS and 52.228-15 PERFORMANCE AND PAYMENT

BONDS--CONSTRUCTION.

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.1.3 Payment Item

Item No. 0001 Reimbursement for Actual Performance and Payment Bond Premiums Item No. 1001 Reimbursement for Actual Performance and Payment Bond Premiums Item No. 2001 Reimbursement for Actual Performance and Payment Bond Premiums Item No. 3001 Reimbursement for Actual Performance and Payment Bond Premiums

1.2.2 Erosion and Sediment Controls

1.2.2.1 Payment

This work is specified in Section 01 57 23.00 08 ENVIRONMENTAL PROTECTION, Section 01 57 23.00 08 STORM WATER POLLUTION CONTROL, Section 31 32 11 SOIL

SECTION 01 22 00.00 10 Page 3

SURFACE EROSION CONTROL, and Section 32 92 19 SEEDING. Payment will be made for costs associated with furnishing, installing, maintaining, and removing sediment and erosion controls measures; including but not limited to compost filter socks, inlet protection, seeding, fertilizer, lime, mulch, erosion control blanket, pumped sediment removal system, dewatering, dust control, temporary stream crossing, etc., as shown on the drawings or as defined in the Erosion and Sediment Control Plan. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.2.3 Payment Item

Item No. 0003 Erosion and Sediment Controls

1.2.3 Diversion Structure

1.2.3.1 Payment

This work is specified in Section 01 57 23.00 08 STORM WATER POLLUTION CONTROL and Section 33 01 30.72 08 RELINING CULVERTS. Payment will be made for costs associated with diversion of culvert flows, including, but not limited to, rock filter, temporary sandbag dam, and pipe flume. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.3.3 Payment Item

Item No. 0004 Diversion Structure

1.2.4 Site Demolition

1.2.4.1 Payment

Payment shall be made for costs associated with removal and disposal of materials from the failed portion of the arch culvert and the concrete headwall, security fence, and concrete blocks and steel plates from the temporary stabilization contract. Payment shall also be made for removal of section of security fence and any pipes or abandoned utilities that are exposed during excavation and any concrete or asphalt from the roadway or driveways. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.4.2 Unit of Measure

Unit of measure: Job

1.2.4.3 Payment Items

Item No. 0013 Site Demolition

SECTION 01 22 00.00 10 Page 4

1.2.5 Stormwater Collection System

1.2.5.1 Payment

Payment will be made for costs associated with the furnishing and installation and removal of 15 and 18 inch temporary slope stormpipes, temporary storm inlets, and sandbags for redirecting stormwater collection system for North Spring Street, not limited to, excavation, bedding, HDPE pipes, concrete, rebar, backfill, etc. Sandbags are to remain in place once construction is complete. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.2.5.2 Unit of Measure

Unit of measure: Job.

1.2.5.3 Payment Item

Item No. 0014 Stormwater Collection System

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Digital Progress Images

1.3.1.1 Payment

This work is specified in Section 01 32 33 DIGITAL PROGRESS IMAGES.

Payment will be made for costs associated with furnishing digital progress images, as specified. Each set shall consist of all specified hard copies and electronic copies of each photographic session as specified. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.1.2 Measurement

Measurement will be made of the number of sets of photographs taken and delivered to the Contracting Officer as approved or directed by the Contracting Officer or authorized representative. Each set shall consist of all specified hard copies and electronic copies of each photographic session as specified.

1.3.1.3 Unit of Measure

Unit of measure: Sets.

1.3.1.4 Payment Item

Item No. 0002 Digital Progress Images

SECTION 01 22 00.00 10 Page 5

1.3.2 Earthwork

1.3.2.1 Payment

This work is specified in Section 31 00 00 EARTHWORK. Payment will be made for costs associated with required excavation as specified and as shown in the contract drawings. Price shall include an additional diversion structure for excavation in the stream required for R-5 streambank armoring. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.2.2 Measurement

Measurement of quantities will be made for the actual volume of common excavation, excavation of existing R-4 material, and excavation required for installation of R-5 streambank armoring completed within the limits, lines and grades shown on the contract drawings. No allowance will be made for overdepth excavation of for the removal of any material outside the required lines unless authorized by the Contracting Officer. The volume of material removed and placed shall be determined by the average-end-area method, based on cross sections taken by field survey prior to and after completion of common excavation, or other method approved by the Contracting Officer. The cross section surveys shall be obtained by the Contracting Officer at a maximum 50-foot interval over the length of disturbance prior to and after excavation to determine the actual amount of material removed. Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer within 48 hours following completion of the field cross sections.

1.3.2.3 Unit of Measure

Unit of measure: Cubic Yard.

1.3.2.4 Payment Item

Item No. 0005 Unclassified Excavation

Item No. 0006 Excavation of Existing R-4 Material

Item No. 1002 Excavation for R-5 Streambank Armoring

1.3.3 Stone Protection

1.3.3.1 Payment

This work is specified in Section 31 00 00 EARTHWORK. Payment will be made for costs associated with furnishing and placing R-4 stone for the bank stabilization and bed stabilization, AASHTO #57 stone, AASHTO #1 stone, crest fill 2RC, and R-5 streambank armoring as shown in the construction drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.3.2 Measurement

Measurement for payment will be made for the actual volume of stone placed within the limits, lines and grades shown on the contract drawings. The volume of material shall be determined by the average-end-area method based on cross sections taken by field survey prior to and after completion of

SECTION 01 22 00.00 10 Page 6 stone installation or other method approved by the Contracting Officer. The cross section surveys shall be obtained by the Contracting Officer at a maximum 50-foot interval over the length of the area prior to and after stone installation to determine the actual amount of material placed.

Volume computations shall be performed by the Contractor, and copies of all cross section data and computations shall be submitted to the Contracting Officer within 48 hours following completion of the field cross sections.

1.3.3.3 Unit of Measure

Unit of measure: Cubic Yard

1.3.3.4 Payment Items

Item No. 0007 Temporary Stockpile and Reuse of Existing R-4 Material

Item No. 0008 Furnish and Install New R-4 Material

Item No. 0016 Furnish and Install AASHTO #57 Stone

Item No. 0017 Furnish and Install AASHTO #1 Stone

Item No. 0018 Furnish and Install Crest Fill 2RC

Item No. 0019 Furnish and Install R-5 Streambank Armoring

Item No. 1003 Furnish and Install R-5 Streambank Armoring

1.3.4 Centrifugally Cast Concrete Pipe (CCCP) Liner

1.3.4.1 Payment

This work is specified in Sections 33 40 00 STORM DRAIN UTILITIES and 31 00 00 EARTHWORK. Payment will be made for costs associated with installing the CCCP liner including, but not limited to, CCCP liner, flowable mortar, structural fill, cleaning, surface preparation, and temporary stabilization/bracing as required etc. Price shall include all engineering, design, materials, labor, equipment, and supplies associated with this work.

1.3.4.2 Measurement

Measurement for payment shall be based upon the length of CCCP liner installed within the limits as shown on the contract drawings and as accepted by the Contracting Officer.

1.3.4.3 Unit of Measure

Unit of measure: Linear Foot

1.3.4.4 Payment Item

0009 CCCP Liner

2002 Upstream Culvert Lining

3002 Downstream Culvert Extension Lining

SECTION 01 22 00.00 10 Page 7

1.3.5 Structural Plate Arch

1.3.5.1 Payment

Payment will be made for costs associated with the structural plate including, but not limited to, structural plate, keyway grouting, and micropiles, and concrete pile cap, as specified and as shown on the contract drawings. Price shall also include cost associated with temporary stabilization/bracing as required. Price shall include all engineering, design, materials, labor, equipment, and supplies associated with this work.

1.3.5.2 Measurement

Measurement for payment shall be made by the actual length of structural plates installed, including the volume of grout placed. Measurement also includes any concrete required at the transition from the culvert lines to the existing brick lined culvert. The Contracting Officer shall approve all methods and procedures.

1.3.5.3 Unit of Measure

Unit of measure: Linear Foot

1.3.5.4 Payment Items

Item No. 0010 Structural Plate Arch

1.3.6 Headwall

1.3.6.1 Payment

Payment will be made for costs associated with the furnishing and installation in place of concrete materials for headwall at the end of Sulphur Run culvert, not limited to, formwork, ready mix concrete, concrete grouting, etc. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.6.2 Measurement

Measurement for payment for installation of headwall shall be based upon the number of headwalls installed as shown on the contract drawings and as accepted by the Contracting Officer.

1.3.6.3 Unit of Measure

Unit of measure: Each

1.3.6.4 Payment Item

0011 Headwall

1.3.7 Geotextile

1.3.7.1 Payment

This work is specified in Section 31 05 19 GEOTEXTILE. Payment will be made for costs associated with placement of geotextile fabric as indicated on the contract drawings. Price shall include all materials, labor, equipment, and supplies associated with this work.

SECTION 01 22 00.00 10 Page 8

1.3.7.2 Measurement

Measurement for payment shall be by the actual area of geotextile acceptably installed, not including overlaps, based on the surface area of slope covered. All measurements for payment shall be made by or in presence of the Contracting Officer.

1.3.7.3 Unit of Measure

Unit of measure: Square Yard.

1.3.7.4 Payment Item

Item No. 0012 Geotextile

Item No. 1004 Streambank Geotextile

1.3.8 Security Fence

1.3.8.1 Payment

This work is specified in Section 32 31 13 CHAIN LINK FENCES AND GATES.

Payment will be made for costs associated with acceptable installation of security fence and signage, including all appurtenances and hardware for the execution of this work, as specified and as shown on the contract drawings. Borough of Blairsville will provide the missing gate section.

Contractor shall reinstall gate section to working conditions. Price shall include all materials, labor, equipment, and supplies associated with this work.

1.3.8.2 Measurement

Measurement for payment shall be by the actual linear foot of security fence and posts installed as shown on the contract drawings and as accepted by the Contracting Officer.

1.3.8.3 Unit of Measure

Unit of measure: Linear Foot.

1.3.8.4 Payment Item

Item No. 0015 Security Fence

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SECTION 01 22 00.00 10 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 MONITORING CONSTRUCTION PROGRESS

3.3 PROGRESS SCHEDULE - BAR CHART

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 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:

SD-01 Preconstruction Submittals

Project Schedule - Bar Chart; G, RE

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. A bar chart shall be prepared in accordance with paragraph PROGRESS SCHEDULE

- BAR CHART.

3.2 MONITORING CONSTRUCTION PROGRESS

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROGRESS SCHEDULE - BAR CHART

The progress chart to be prepared by the Contractor pursuant to Section

00700 CONTRACT CLAUSE 52.236-15, "SCHEDULE FOR CONSTRUCTION CONTRACTS"

shall consist of a Project Schedule - Bar Chart as described herein. In preparing this schedule, the scheduling of construction is the responsibility of the Contractor and contractor management personnel shall

SECTION 01 32 01.00 10 Page 2 actively participate in its development. The chart may be prepared in a format proposed by the Contractor and approved by the Contracting Officer.

Each activity shall include the applicable Price Schedule item number and show the estimated cost. The chart shall be prepared in sufficient detail to clearly show the Contractor's planned progress and the relationship of the various items of work. Larger activities shall be broken down into smaller activities with clearly defined limits (i.e. Excavation between STA xx and STA yy). In general, the estimated cost of any individual activity should not exceed $50,000. The selection and number of activities shall be subject to the Contracting Officer's approval. The chart shall be updated monthly to show actual progress and percentage of work completed for each activity. The Contractor shall submit, as part of his monthly request for payment, updated copies of his progress schedule identifying the work completed during the reporting period. If the Government issues changes to the existing work or adds additional work items to the contract, the Contractor shall revise his progress schedule accordingly. All costs associated with revising the schedule shall be included as part of the modification of the contract. If the Contractor's progress falls behind his planned work effort, a revised schedule shall be furnished with a brief explanation demonstrating how the Contractor proposes to complete the remaining work within the contract time. If the Contractor fails to submit updates as required, the Contracting Officer may withhold approval of partial payment estimates, until such submittals are made.

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SECTION 01 32 01.00 10 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 23.00 08

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DIFFERENTIAL GLOBAL POSITIONING SYSTEM (DGPS) EQUIPMENT

1.5 TOPOGRAPHIC SURVEYS

1.5.1 SURVEY LOGS

1.6 SURVEY PROCEDURES AND EQUIPMENT

1.7 QUALIFICATIONS

1.8 QUALITY ASSURANCE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL SURVEY REQUIREMENTS

3.1.1 Vertical and Horizontal Datums

3.1.2 Tolerances

3.2 SURVEY CONTROL

3.3 POST EXCAVATION AND POST CONSTRUCTION SURVEYS

3.3.1 General

3.4 DATA SUBMISSION

3.5 DISCREPANCIES

3.6 METADATA SUBMISSION

-- End of Section Table of Contents --

SECTION 01 32 23.00 08 Page 1

SECTION 01 32 23.00 08

SURVEY AND ALIGNMENT CONTROL

PART 1 GENERAL

1.1 SUMMARY

This section addresses the overall project survey control and procedure requirements to meet all survey/positional accuracy requirements for this contract.

1.2 REFERENCES

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

GERMAN INSTITUTE FOR STANDARDIZATION (DIN)

DIN 18723 (1990-07) Specification for Theodolite Accuracy

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 17123-4 (2012) Optics And Optical Instruments - Field Procedures For Testing Geodetic And Surveying Instruments - Part 4:

Electro-Optical Distance Meters (EDM Measurements To Reflectors)

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-1-1005 (2007) Control and Topographic Surveying

EM 1110-2-1003 (2013) Hydrographic Surveying

1.3 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:

NOTE: Any submittals classified as "SD-01 Preconstruction Submittals" require approval prior to mobilization to the contract work site. All other submittals, classified as "SD-02" through "SD-11," require approval prior to commencing the particular task to which the submittal is associated.

SD-01 Preconstruction Submittals

Qualifications; G, DO, RE

Submit qualifications of the independent licensed surveyor(s) for topographic and hydrographic surveying to the Government

SECTION 01 32 23.00 08 Page 2

Survey Point of Contact prior to commencing any survey work.

Survey Procedures and Equipment; G, DO, RE

Submit all surveying procedures, methods, and equipment for topographic surveys to the Government Survey Point of Contact, prior to the start of any surveying work. A manufacturer's certificate showing serial number and accuracy ratings must be submitted for each total station and/or digital automatic level as a part of the equipment list, along with an active (dated within past 12 months) NIST-traceable Certificate of Calibration. All survey equipment shall be owned or leased by an independent survey company, unless otherwise approved by the Contracting Officer.

SD-07 Certificates

Survey Logs; G, DO, RE

Post excavation and Post Construction Surveys; G, DO, RE

Submit after excavation and after construction surveys as required herein, including raw data collector files and all data and plotted drawings as specified herein, within 72 hours after collection of a survey data.

Metadata; G, DO

Submit metadata within 14 business days after completion of survey operations.

1.4 DIFFERENTIAL GLOBAL POSITIONING SYSTEM (DGPS) EQUIPMENT

The Contractor must have at least one Differential/Real-Time/RTK/RTN GPS/GNSS receiver, and shall conduct all GPS/GNSS surveys in accordance with EM 1110-2-1003. All real-time positioning data submitted must include GPS/GNSS base files (RINEX or Trimble format), GPS/GNSS rover files, base-rover vectors, northing, easting, ellipsoid height, elevation, date and time each record (point) was collected. All GPS/GNSS Receivers shall be set to log satellite data to be included with data submittals. Any RTN/VRS rovers used shall be set to log vector data.

1.5 TOPOGRAPHIC SURVEYS

The Contractor shall perform all topographic surveys in accordance with EM 1110-1-1005, and shall conduct all topographic surveys utilizing RTK/RTN-GPS/GNSS or an "auto-lock" or robotic total station. A data collector that writes digital files shall be used in conjunction with the GPS/GNSS receivers or total station to record any and all field survey data. Record a three-dimensional raw electronic vector, and corresponding position for each data point. RTN/VRS field surveys are acceptable if and only if localization/checks on USACE-provided survey control is performed on each day RTN/VRS is used in the field. All raw digital data shall be included with submittals and shall be submitted in a format compatible with Trimble Business Center or Bentley InRoads.

1.5.1 SURVEY LOGS

Submit survey logs to the District Survey Point of Contact and Contracting Officer.

SECTION 01 32 23.00 08 Page 3

1.6 SURVEY PROCEDURES AND EQUIPMENT

All total stations used in conjunction with this Contract shall have a valid calibration certificate ("valid" is defined as dated within that past 12 months) from an independent instrument service facility, shall be capable of at least an "auto-lock" function that will automatically turn angles to a stationary tripod-mounted prism (higher performance capabilities such as robotic prism tracking are acceptable and recommended), be rated at an angular accuracy (DIN 18723) of 3" (three seconds of arc) or less, and be rated at a distance measurement accuracy ( ISO 17123-4) of 2mm + 2ppm or less. All GPS/GNSS receivers used in conjunction with this contract shall be capable of creating data files that can be converted to a RINEX (Receiver INdependent EXchange) format. All automatic/spirit levels used for control, geodetic, or Quality Control purposes in conjunction with this Contract shall be a digital level, meaning that they read the level rod automatically and be capable of writing a digital file of observations that contains BS/FS observations and date & time of observations. All level rods used for control, geodetic, or Quality Control purposes in conjunction with this contract shall be equipped with a bar code that matches the digital level it is to be used with.

1.7 QUALIFICATIONS

Any and all field surveys shall be performed under the direct physical on-site supervision of a surveyor with a minimum of five years of current and relevant experience, and in accordance with the laws and regulations of the State(s) that the work is performed in.

1.8 QUALITY ASSURANCE

Quality assurance will be conducted by the District Survey Office on a minimum of 10 percent of the Contractor's survey work. To accomplish this, the District survey office will either re-survey areas or observe the Contractor in conducting their surveys or inspect submitted raw and processed data.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL SURVEY REQUIREMENTS

Conduct all surveys required to demonstrate that the construction is in compliance with the specified placement tolerances and the lines, grades, and elevations shown on the drawings.

3.1.1 Vertical and Horizontal Datums

Utilize North American Vertical Datum (NAVD) 1988 as the vertical/elevation reference datum. Utilize the State Plane Coordinate System (NAD 1983) of the State the project site is in as the horizontal reference datum.

3.1.2 Tolerances

Conduct topographic surveys utilizing procedures and methodology that meet

SECTION 01 32 23.00 08 Page 4 or exceed accuracy tolerances of +/- 0.10 feet in the vertical and +/- 0.10 feet in the horizontal. Take complete notes in areas where obstructions are present, explaining the offset.

3.2 SURVEY CONTROL

a. Existing horizontal and vertical control to be used for all construction layout is shown on the contract drawings and is on the internet via the USACE Survey Monument Archival & Retrieval Tool (U-SMART) website at http://usmart.usace.army.mil.

b. b. All new work to be constructed under this Contract shall be constructed based on the survey control established by the Government (Pittsburgh District Geospatial Section) and provided to the Contractor. The Contractor shall verify that control points check within themselves prior to commencing work and utilize U-SMART to report any destroyed/disturbed control. If control points do not check within themselves or have been destroyed/disturbed, submit a request through the Contracting Officer for the USACE Pittsburgh District Geospatial Section to re-establish control. The request shall be made at least 14 calendar days prior to the intended use of the control. The Contractor shall establish any other temporary survey control as may be necessary to carry out the requirements of this Contract. Any and all temporary control set by the Contractor shall be based off the existing control as provided by the Government. Any questions or problems concerning the survey control shall be directed to the Pittsburgh District Geospatial Section through the Contracting Officer.

3.3 POST EXCAVATION AND POST CONSTRUCTION SURVEYS

3.3.1 General

Take sufficient topography within the site to discern 1 foot contour intervals. Surveys shall also be taken after construction.

3.4 DATA SUBMISSION

Transfer all raw field survey data digitally onto compact disc (CD) or via AMRDEC SAFE FTP (https://safe.amrdec.army.mil) in a format compatible with Trimble Business Center, Bentley InRoads, or Autodesk Civil 3D.

Submit all survey data in the following formats:

a. Trimble JobXML (.jxl), Trimble Job (.job), or Bentley InRoads- or Autodesk Civil 3D- compatible format that shall contain all raw base/rover or backsight/standpoint/foresight vectors along with calculated coordinates/points/features.

b. Trimble-compatible (.T02, etc) or RINEX format GPS/GNSS data logs for every base or rover used in any Differential/Real-Time/RTK/RTN GPS/GNSS data collection.

c. Raw/unadjusted leveling data in .DAT format from any digital leveling.

d. Plotted and electronic plan view drawings in DXF format with accompanying LandXML that contains the DTM/TIN data. Drawings should show contour lines at a 1 foot interval and all other onsite features/structures. Submit a copy of the plan view drawings in PDF

SECTION 01 32 23.00 08 Page 5 format. Please note that any and all necessary reference files shall be included as DXF or LandXML.

3.5 DISCREPANCIES

In the event of any discrepancies that cannot be resolved by the District Office Geospatial Section Quality Assurance review of the Contractor's data, the Contracting Officer may request an additional survey be performed by the Pittsburgh District Survey Section. The results of the Government survey will be considered in the final determination made by the Contracting Officer to resolve any conflicts.

3.6 METADATA SUBMISSION

Provide metadata file(s) for all geospatial data produced under this Contract that are compatible with ESRI ArcGIS applications. (Information on ESRI ArcGIS is available at the following link: http://www.esri.com.)

The metadata file(s) must comply with Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata Version 2.0 or higher. If another metadata generation tool is used, the ".txt" or ".doc" file types will be sufficient, however the ".xml" alternative file type would be preferred.

Geospatial data is defined as information that identifies the geographic location and characteristics of natural or constructed features and boundaries on the earth. Geospatial data affected by these requirements are those generated for use in a:

Geographic Information System (GIS);

Land Information System (LIS);

Remote Sensing or Image processing system;

Computer-Aided Design and Drafting (CADD) system;

Automated Mapping/Facilities Management (AM/FM) system and Other computer systems that employ or reference data using either absolute, relative or assumed coordinates.

Provide digital FGDC compliant metadata file(s) for each deliverable product and data set outlined in these specifications.

Metadata standards can be found at http://www.fgdc.gov/metadata.

-- End of Section --

SECTION 01 32 23.00 08 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SUMMARY

1.2 GENERAL REQUIREMENTS

1.2.1 Description

1.2.2 Digital Photographs

1.3 SUBMITTALS

1.4 PHOTOGRAPHER QUALIFICATIONS

PART 2 PRODUCTS

2.1 CONTRACTOR-FURNISHED EQUIPMENT

2.1.1 Digital Camera

2.1.2 Color Printer

PART 3 EXECUTION

3.1 PHOTOGRAPHY

-- End of Section Table of Contents --

SECTION 01 32 33 Page 1

SECTION 01 32 33

DIGITAL PROGRESS IMAGES

PART 1 GENERAL

1.1 SUMMARY

The work under this section includes furnishing progress photographs consisting of digital photographs showing the progress of the construction operations throughout the contract period.

1.2 GENERAL REQUIREMENTS

1.2.1 Description

The Contractor shall, during the progress of the project (including progress of fabrication), furnish the Contracting Officer progress photographs to depict progress of construction throughout the life of the contract. The photographs shall be taken using digital photography equipment furnished by the Contractor. Electronic copies of approved photographs shall be furnished on compact disk or other storage media as approved by the Contracting Officer.

1.2.2 Digital Photographs

Digital photographs shall have a CCD resolution no less than 7.0 million pixels per image (3072 by 2304) which will provide enough detail to print an 8-inch by 10-inch photo-realistic photograph. The Contractor shall furnish, using Microsoft Word 2013 version, a file with each set of photographs which lists the following identifying information for each photographic image:

a. Name and location of project.

b. Contract number.

c. Date taken.

d. Contractor (and subcontractor if applicable).

e. Orientation of view and brief description of work depicted.

Each photograph shall be sequentially numbered. The identifying data shall be placed in the document accompanying the photographs. No identifying data, except the date stamp, shall appear on the photographs.

1.3 SUBMITTALS

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

submittals not having an "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:+

Submittals

SD-03 Product Data

Digital Camera; G, RE

SECTION 01 32 33 Page 2

Product specification sheets for each item of equipment.

SD-11 Closeout Submittals

Thumbnail Hard Copy Prints of Progress Images; G, RE Glossy Prints of Selected Official Progress Images; G, RE Electronic Copy of Selected Official Progress Images; G, RE Electronic Copy of All Other Progress Images; G, RE

Copies of digital progress images in electronic form and hard copy form shall be submitted monthly for approval in accordance with paragraph "Photography". Progress images shall be submitted in a timely manner as coordinated with the Contracting Officer.

1.4 PHOTOGRAPHER QUALIFICATIONS

Progress photographs shall be made by a person experienced in photography and familiar with the photographic equipment to be used for making such photographs.

PART 2 PRODUCTS

2.1 CONTRACTOR-FURNISHED EQUIPMENT

The Contractor shall be responsible for furnishing all photographic equipment to perform the work specified by this section. If the camera becomes unusable for three days or more due to defects in materials or workmanship, the Contractor shall be responsible for furnishing a temporary replacement for the period it is out of service. The Contractor shall furnish the camera equipment within 14 days after receipt of Notice-to-Proceed. The Contractor shall use a color printer for producing the final,photo-quality, color hard copies of progress images.

2.1.1 Digital Camera

The Contractor shall have a minimum of one digital camera for his use to take the official progress photos for this contract. Progress photos,shall include progress during all phases of construction. The digital camera shall conform to the following minimum requirements. The camera shall have a CCD resolution no less than 7.0 million pixels per image (3072 by 2304) which will provide enough detail to print an 8-inch by 10-inch photo-realistic photograph. The camera shall have the capability to set the exposure settings manually or automatically. The camera shall also have picture overlay capability, which shall allow the user to overlay the time, date, and/or text over the digital image. The camera shall come with software that allows the user to download the images onto an IBM-compatible personal computer running Windows XP, Vista, or 7 and allow the images to be saved in one of the following graphic formats: JPG (Joint Photographic Experts Group), TIFF (Tagged Image File Format) or BMP (Windows Bitmap).

2.1.2 Color Printer

The Contractor shall furnish and utilize a photo-quality color laser printer or inkjet printer capable of producing high quality color photographs. The color printer shall be used for developing all official progress photographs taken during the contract.

SECTION 01 32 33 Page 3

PART 3 EXECUTION

3.1 PHOTOGRAPHY

The Contractor shall, during the progress of the work, furnish the Contracting Officer digitally produced progress photographs to depict the progress of the work both onsite and offsite at fabrication facilities.

All progress images shall be taken at the camera's highest resolution. In coordination with the Contracting Officer, two (2) sets of progress photographs per month shall be taken over the full duration of this contract, except photographs will not be required for periods when no work is in progress. Thumbnail Hard Copy Prints of Progress Images shall be submitted to the Contracting Officer for approval between the first and fifth day of each month. The Contracting Officer will select from the thumbnail views, unless directed otherwise, at least ten (10) views to become official progress images. The selected official progress images shall be printed in color using the printer, ink, and paper combinations required to produce the quality of photograph specified above in 8-inch by 10-inch format and submitted for approval. Glossy Prints of Selected Official Progress Images and Electronic Copy of Selected Official Progress Images shall be furnished within ten days of approval of the thumbnail images. Electronic copies shall be furnished on compact disk with file of required photographic information. Electronic Copy of All Other Progress Images (including those not selected) shall be furnished on separate compact disk with file of required photographic information with the selected official progress images. Digital photographs shall be taken continuously throughout each month in which work is in progress. Unless otherwise directed by the Contracting Officer, photographs will not be required for periods of time in which work is not being performed.

Additional sets of photographs shall be taken as directed by the Contracting Officer. Enough digital photographs shall be taken to adequately depict each phase of the work and shall show progress made during those phases and at the completion of the project. Digital photographs shall show work accomplished since the previous photographs.

Progress photographs shall be submitted as specified herein and in paragraph "Submittals".

-- End of Section --

SECTION 01 32 33 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved G

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Procedures

1.4.3 Electronic File Format

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.7.1 Use of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

1.7.4 Copies Delivered to the Government

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.10 DISAPPROVED OR REJECTED SUBMITTALS

1.11 APPROVED/ACCEPTED SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

SECTION 01 33 00 Page 2

Construction Progress Schedule

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

SECTION 01 33 00 Page 3

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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…