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Tionesta Lake, Sewer Improvements

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL REQUIREMENTS

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

PART 2 GENERAL INFORMATION

2.1 SECTION 00800 - GENERAL CONTRACT REQUIREMENTS

2.1.1 Warranty of Construction (00800 - 52.246-21)

2.1.2 Completion Time (00800 - 52.211-10)

2.1.3 Liquidated Damages (00800 - 52.211-12 )

2.1.4 Goals for Minority Participation (00800 - 52.222-23)

2.1.5 Physical Data (00800 - 52.236-4004)

2.1.6 Anticipated Adverse Weather Days (00800 - 52.236-4022)

2.1.7 Davis-Bacon Labor Wage Rates (00800 - 52.777-4049)

2.2 SECTION 01 30 00.10 - GENERAL REQUIREMENTS

2.2.1 Type of Request for Proposal (01 30 00.10-1.2.1)

2.2.2 Materials (01 30 00.10-1.2.2.1)

2.2.3 Contract Drawings (01 30 00.10-1.4.1)

2.2.4 Reference Drawings (01 30 00.10-1.4.2)

2.2.5 Work Areas (01 30 00.10-1.5.1)

2.2.6 Public Use (01 30 00.10-1.5.5)

2.2.7 Utilities (01 30 00.10-1.5.6)

2.2.8 Time of Performance (01 30 00.10-1.6)

2.2.9 Identification Requirements (01 30 00.10-3.2)

2.3 SECTION 01 31 10 - TASK ORDERS

2.3.1 Points of Contact (01 31 10-1.2.1)

2.3.2 Scope of Work (01 31 10-1.2.2)

2.3.3 Evaluation Criteria (01 31 10-1.2.3)

2.3.4 Preproposal Conference (01 31 10-1.2.4.1)

2.3.5 Detail Required for Proposal (01 31 10-1.2.4.3)

2.4 PROJECT MANAGEMENT AND COORDINATION (01 31 13)

2.4.1 Submittals

2.4.2 Work to Be Done by Other Agencies (01 31 13-1.6)

2.4.3 Operation of Project Facilities (01 31 13-1.7)

2.4.4 Sequence of Work (01 31 13-3.1)

2.5 SECTION 01 32 17 - CONSTRUCTION PROGRESS SCHEDULE

2.5.1 Construction Progress Schedule (01 32 17-3.1)

2.6 Submittals (01 32 17-1.4)

2.7 SECTION 01 32 33 - DIGITAL PROGRESS IMAGES

2.7.1 Digital Progress Images (01 32 33-1.1)

2.7.2 Submittals

2.8 SECTION 01 33 00 - SUBMITTAL REQUIREMENTS

2.8.1 Submittal Register (01 33 00-1.2)

2.8.1.1 Scheduling (01 33 00-1.8)

SECTION 01 11 00 Page 1 W81ET4-8343-4006 Revised by Amendment No. 1

2.9 SECTION 01 35 26 - GOVERNMENT SAFETY REQUIREMENTS

2.9.1 Submittals (01 35 26-1.6)

2.9.2 Site Specific Accident Prevention Plan (01 35 26-1.6)

2.9.3 Site Safety and Health Officer (01 35 26-1.5.1.1)

2.10 SECTION 01 45 01 - USACE QUALITY CONTROL

2.10.1 Submittals (01 45 01-1.2)

2.10.2 Contractor Quality Control Plan Supplements (01 45 01-3.2)

2.10.3 CQC Manager (01 45 01-3.4.2)

2.10.4 CQC Staff (01 45 01-3.5.2, 3.4.3)

2.10.5 Contractor Quality Control (01 45 01-3.6)

2.11 SECTION 01 57 20.00 10 - ENVIRONMENTAL PROTECTION

2.11.1 Submittals (01 57 20.00 10-1.6)

2.11.2 Activity Environmental Analysis (01 57 20.00 10-1.8)

2.11.3 Environmental Permits and Commitments (01 57 20.00 10-3.1)

2.11.4 Location of Contractor's Facilities (01 57 20.00 10-3.2.4)

2.12 SECTION 01 57 23.00 10 - STORM WATER POLLUTION PREVENTION MEASURES

2.12.1 Submittals (01 57 23.00 10-1.3)

2.12.2 Erosion and Sediment Pollution Control Plan (01 57 23.00

10-3.1.1)

2.12.3 Additional Requirements

2.13 SECTION 01 71 23 - INCIDENTAL ENGINEERING SERVICES

2.14 SECTION 01 73 00 - CONSTRUCTION EXECUTION REQUIREMENTS

2.15 01 78 02.00 15 - CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

2.15.1 Submittals (01 78 02.00 15-1.1)

2.15.2 Final As-Built Drawing Submittal (01 78 02.00 15-1.2.7)

2.16 SECTION 01 78 23.13 - FACILITY OPERATION

2.17 SECTION 02 42 00 - DISPOSAL OF MATERIALS

2.17.1 Submittals (02 42 00-1.4)

2.17.2 Burning (02 42 00-3.1.7

2.18 03 30 53 - MISCELLANEOUS CAST-IN-PLACE CONCRETE

2.18.1 Submittals (03 30 53-1.4)

2.18.2 Concrete Mixture Proportions (03 30 53-1.3.3)

2.18.3 Ready-Mix Concrete (03 30 53-2.2)

2.18.4 Finishing Unformed Surfaces (03 30 53-3.4.3)

2.19 SECTION 05 50 14 - STRUCTURAL METAL FABRICATIONS

2.20 SECTION 05 50 15 - CIVIL WORKS FABRICATIONS

2.21 SECTION 06 10 00 - ROUGH CARPENTRY

2.22 SECTION 07 22 00 - ROOF AND DECK INSULATION

2.23 SECTION 07 31 13 - ASPHALT SHINGLES

2.24 SECTION 07 52 00 - MODIFIED BITUMINOUS MEMBRANE ROOFING

2.25 SECTION 07 60 00 - FLASHING AND SHEET METAL

2.26 SECTION 07 61 14.00 20 - STEEL STANDING SEAM ROOFING

2.27 SECTION 31 05 22 - GEOTEXTILES

2.28 SECTION 31 11 00 - CLEARING AND GRUBBING

2.28.1 Additional Requirements

2.29 SECTION 31 23 00 - EARTHWORK

2.29.1 Submittals (31 23 00-1.3)

2.29.2 Subsurface Data (31 23 00-1.4)

2.29.3 Classified of Excavation (31 23 00-1.5)

2.29.4 Stripping of Topsoil (31 23 00-3.1

2.29.5 Selection Of Borrow Material (31 23 00-3.3)

2.29.6 Geotechnical Engineer (31 23 00-3.5.2)

2.29.7 Utilization Of Excavated Materials (31 23 00-3.8)

2.30 SECTION 31 23 00.10 - BANK EXCAVATION

2.31 SECTION 31 35 20 - BANK STABILIZATION

2.32 SECTION 31 36 00 - WIRE MESH GABIONS AND MATTRESSES

2.33 SECTION 31 37 16 - STONE PROTECTION

2.33.1 Submittals (31 37 16-1.2)

2.33.2 Listed Stone Sources (31 37 16-1.3)

SECTION 01 11 00 Page 2

2.33.3 Stone Quality (31 37 16-2.2.3)

2.33.4 Gradation of Stone (31 37 16-2.2.3)

2.33.5 Stone Protection Tolerances (02381-3.3.1)

2.33.6 Additional Requirements

2.34 SECTION 31 41 16 - METAL SHEET PILING

2.35 SECTION 32 11 23 - AGGREGATE SUBBASE AND BASES

2.35.1 Submittals (32 11 23-1.5)

2.36 SECTION 32 13 00 - CONCRETE PAVEMENT

2.37 SECTION 32 16 13 - CONCRETE SIDEWALKS AND CURBS AND GUTTERS

2.37.1 Submittals (32 16 13-1.3)

2.37.2 Additional Requirements

2.38 SECTION 32 22 16 - BITUMINOUS PAVEMENT CONSTRUCTION

2.38.1 Submittals (32 22 16-1.3)

2.38.2 Additional Requirements

2.39 SECTION 32 30 00 - INCIDENTAL CONSTRUCTION

2.39.1 Submittals (32 30 00-1.2)

2.39.2 Guide Rail (32 30 00-2.1.1)

2.39.3 New Guide Rail Posts (32 30 00-2.1.3)

2.39.4 Removal Of Existing Guide Rail (32 30 00-3.2)

2.40 SECTION 32 31 13.53 - CHAIN LINK FENCES AND GATES

2.41 SECTION 32 92 19 - SEEDING

2.41.1 Submittals (32 92 19-1.2)

2.41.2 Seed Mixture (32 92 19-2.1.2)

2.41.3 Surface Erosion Control Material (32 92 19-2.7)

2.42 SECTION 33 40 00 - STORM DRAINAGE UTILITIES

2.42.1 Submittals (33 40 0-1.2)

2.42.2 Concrete Pipe (33 40 0-2.1.1)

2.43 35 31 19.40 - FABRIC-FORMED CONCRETE MAT REVETMENT

2.44 ADDITIONAL SPECIFICATIONS SECTIONS

-- End of Section Table of Contents --

SECTION 01 11 00 Page 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL REQUIREMENTS

1.1 DESCRIPTION OF WORK

The work is located at Tionesta Recreation Area, Tionesta Lake, Forest County, PA.

The general description of the work is to furnish all equipment, labor, layout of work, and supervision to construct the following:

a. Approximately 280 linear feet of PVC sanitary sewer line,including connection to existing manhole and existing cast iron pipe at the Ranger's Office and Project Office, construction of a new manhole, and installation of an in-line clean out. The work also includes repair of sidewalks and paved driveways, and reseeding disturbed areas.

b. Approximately 150 linear feet of PVC sanitary sewer line, including connection to existing manholes at the campground. The work also includes repair of paved roads and reseeding disturbed areas.

c. Approximately 50 linear feet of reinforced concrete culvert, including clearing and grubbing, removal of existing corrugated metal pipe, construction of headwall and concrete slushed dumped rock gutter, removal and reinstallation of guiderail, and repair of existing pavement.

The work will also include removal and replacement of pavement and guide rail, construction of concrete sidewalk, overlay of existing bituminous paved road, seeding of disturbed areas, and appurtenant site work.

1.2 REFERENCES

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

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION (PDT)

PDT 408 (2007) Specifications

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. The following submittals are described in more detail within the referenced sections of the Base Contract. See the Base Contract submittal register for location of submittal descriptions. Additional submittals may be required by additional sections included with this Task Order which are not part of the Base Contract. Submit the following in accordance with Section 01 33 00

SECTION 01 11 00 Page 4

SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

01 31 13 - Progress Charts 01 32 17 - Bar Chart Schedule; G, RE 01 33 00 - Submittal Register 01 35 26 - Accident Prevention Plan (APP); G, RE 01 35 26 - Activity Hazard Analysis (AHA); G, RE 01 35 26 - Excavation Plan; G, RE 01 45 01 - Quality Control Plan; G, ED 01 57 20.00 10 - Environmental Protection Plan; G, ED 01 57 20.00 10 - Activity Environmental Analysis; G, RE 01 57 20.00 10 - Joint Condition Survey 01 57 20.00 10 - Contractor Facilities and Work Areas; G, RE 01 57 23.00 10 - Erosion and Sediment Control Plan; G, RE 01 57 23.00 10 - Silt Fence Layout and Quantity; G, ED 02 42 00 - Disposal Plan; G, RE 02 42 00 - Waste Classification, Handling, and Disposal Plan; G, RE 02 42 00 - Disposal Sites 31 23 00 - Shoring; G, RE 32 30 00 - Work Plan; G, ED 31 37 16 - Sources of Materials; G, ED

SD-03 Product Data

03 30 53 - Air-Entraining Admixture 03 30 53 - Accelerating Admixture 03 30 53 - Water-Reducing or Retarding Admixture 03 30 53 - Curing Materials 03 30 53 - Reinforcing Steel 03 30 53 - Expansion Joint Filler Strips, Premolded 03 30 53 - Joint Sealants - Field Molded Sealants 03 30 53 - Batching and Mixing Equipment 03 30 53 - Formwork 03 30 53 - Ready-Mix Concrete 31 23 00 - Utilization of Excavated Materials; G, RE 31 23 00 - Opening of any Excavation or Borrow Pit 32 16 13 - Concrete 33 40 00 - Placing Pipe

SD-06 Test Reports

01 35 26 - Accident Reports 01 35 26 - Monthly Exposure Reports 01 57 23.00 10 - Erosion and Sedimentation Inspections Reports 03 30 53 - Aggregates 03 30 53 - Concrete Mixture Proportions 03 30 53 - Compressive Strength Testing 03 30 53 - Slump 31 23 00 - Testing 31 37 16 - Stone Protection 32 11 23 - Inspection and Test Reports; G, RE

SD-07 Certificates

01 57 23.00 10 - Geotextile 01 57 23.00 10 - Filter Fabric 01 57 23.00 10 - Stone

SECTION 01 11 00 Page 5

01 57 23.00 10 - Aggregate 01 78 02.00 15 - CADD Technician Qualifications; G, TS 03 30 53 - Cementitious Materials 03 30 53 - Aggregates 31 05 22 - Geotextile 31 23 00 - Testing 31 37 16 - Stone; G, RE 32 11 23 - Aggregates; G, RE 32 22 16 - Bituminous Materials; G, RE 33 40 00 - Pipeline Testing

SD-11 Closeout Submittals

01 32 33 - Thumbnail Hard Copy Prints of Progress Images; G, RE 01 32 33 - Glossy Prints of Selected Official Progress Images; G, RE

01 32 33 - Electronic Copy of Selected Official Progress Images;

G, RE

01 32 33 - Electronic Copy of All Other Progress Images; G, RE 01 78 02.00 15 - As-Built Drawings; G, RE 32 92 19 - Seed 32 92 19 - Fertilizer 32 92 19 - Mulch

PART 2 GENERAL INFORMATION

The following information supplements that which is contained in the contract. All applicable requirements of the contract section apply.

2.1 SECTION 00800 - GENERAL CONTRACT REQUIREMENTS

2.1.1 Warranty of Construction (00800 - 52.246-21)

The Warranty of Construction (APR 1984) clause is applicable to this Task Order.

2.1.2 Completion Time (00800 - 52.211-10)

The project shall be completed within 180 calendar days after receipt of Notice to Proceed.

2.1.3 Liquidated Damages (00800 - 52.211-12 )

Liquidated Damages of $400.00 per calendar day will be assessed as specified in Section 00800 SPECIAL CONTRACT REQUIREMENTS, paragraph

LIQUIDATED DAMAGES-CONSTRUCTION.

2.1.4 Goals for Minority Participation (00800 - 52.222-23)

The goal for minority participation is 1.8% and the "Covered Area" is Forest County, nonSMSA for this Task Order.

2.1.5 Physical Data (00800 - 52.236-4004)

a. The indications of physical conditions on the drawings and in the specifications are the result of site investigations, field surveys, and as-built construction drawings.

b. Weather conditions are typical for Northwestern Pennsylvania in

SECTION 01 11 00 Page 6 season.

c. No Government-furnished property is furnished under this Task Order.

2.1.6 Anticipated Adverse Weather Days (00800 - 52.236-4022)

The following anticipated adverse weather days apply to the work under this Task Order:

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

28 15 11 8 9 8 8 7 7 7 6 16

2.1.7 Davis-Bacon Labor Wage Rates (00800 - 52.777-4049)

The following wage determinations apply to this work. The wage determinations are attached.

PA080004 Heavy and Highway

2.2 SECTION 01 30 00.10 - GENERAL REQUIREMENTS

2.2.1 Type of Request for Proposal (01 30 00.10-1.2.1)

This Request for Proposal is competitive.

2.2.2 Materials (01 30 00.10-1.2.2.1)

All materials shall be furnished by the Contractor.

2.2.3 Contract Drawings (01 30 00.10-1.4.1)

The contract drawings listed on Drawing No. G-001 show the work under this Task Order.

2.2.4 Reference Drawings (01 30 00.10-1.4.2)

The reference drawings listed on Drawing No. G-001 are applicable to the work under this Task Order.

2.2.5 Work Areas (01 30 00.10-1.5.1)

The following additional requirements apply for the work under this Task:

The campground work area will not be available until after Labor Day.

2.2.6 Public Use (01 30 00.10-1.5.5)

The Tionesta Recreation Area Campground will be open to the public May 18 through October 12, 2009. Camp sites may be reserved from May 18 through September 7, 2009. No work that interferes with use of the camp sites will be permitted between May 18 and September 7, 2009.

2.2.7 Utilities (01 30 00.10-1.5.6)

No utility services will be provided by the Government.

2.2.8 Time of Performance (01 30 00.10-1.6)

The following additional requirements apply for the work under this Task:

SECTION 01 11 00 Page 7

The Contractor shall confine all operations at the work site between the hours of 7:30 am and 6:30 pm, Monday through Friday, unless otherwise approved. Work will not be permitted on weekends or Federal holidays unless otherwise approved.

2.2.9 Identification Requirements (01 30 00.10-3.2)

Identification of employees will be required.

2.3 SECTION 01 31 10 - TASK ORDERS

2.3.1 Points of Contact (01 31 10-1.2.1)

Ms. Donna Dooen, Phone (412) 395-7468 is designated as the Administrative Point of Contact for this Task Order.

The designated Point of Contact at the project is:

Mr. William Alex Tionesta Lake P.O. Box 539 Tionesta, PA 16353-0539 Phone 814-755-3512

After award of the Task Order, the designated contact is:

Ms. Denise Polizzano, Resident Engineer Upper Ohio Resident Office 3510 Grand Avenue Pittsburgh, PA 15225-1510

(412) 395-7680

2.3.2 Scope of Work (01 31 10-1.2.2)

This Task Order is considered to be a complete design package.

2.3.3 Evaluation Criteria (01 31 10-1.2.3)

The proposals will be evaluated on the basis of lowest total price.

2.3.4 Preproposal Conference (01 31 10-1.2.4.1)

A preproposal conference will be held at the project site. The date, location and time of the site visit will be issued by the Government under the formal Request for Proposal notice. Information provided by project or other Government personnel will not change the requirements of this Task Order Request for Proposal. Any questions or comments resulting from Contractor site visits should be addressed to the Task Order Point of Contact. Any changes to the requirements of the Task Order Request for Proposal required to address such questions or comments will be made by formal revision.

2.3.5 Detail Required for Proposal (01 31 10-1.2.4.3)

The proposal shall consist of a completed bid schedule, including all pages of Section 00010.

SECTION 01 11 00 Page 8

2.4 PROJECT MANAGEMENT AND COORDINATION (01 31 13)

2.4.1 Submittals

The items listed in paragraph SUBMITTALS for Section 01 31 13 PROJECT MANAGEMENT AND COORDINATION shall be submitted for review prior to beginning the work under this Task Order.

2.4.2 Work to Be Done by Other Agencies (01 31 13-1.6)

No work related to this Task Order will be done by other agencies.

2.4.3 Operation of Project Facilities (01 31 13-1.7)

Special requirements related to operation of project facilities are specified with Section 01 30 00.10 GENERAL REQUIREMENTS, paragraph 2.2.12.

2.4.4 Sequence of Work (01 31 13-3.1)

The following additional requirements apply for the work under this Task Order:

a. Spillway Road Culvert. The Spillway Access Road may not be closed before Labor Day (September 7, 2009). After Labor Day, the road may be closed for up to seven days for replacement of the culvert.

Installation of the culvert by means that do not require closing of the road may be performed at any time with approval of the Contracting Officer. The Contractor shall notify the Contracting Officer at least 10 calendar days prior to the planned closing of the road, and shall not perform any work requiring closing of the road until written approval has been received from the Contracting Officer.

b. Project Office Area Sewer Lines. The sewer service may be interrupted to only one building at a time. The Contractor shall notify the Contracting Officer at least 48 hours prior to the planned interruption of service at either building. Installation of the second line shall not begin until the first line has been completed and accepted by the Contracting Officer, subject to deflection testing.

c. Campground Sewer Line. Replacement of the sewer line in the campground shall not begin until after Labor Day (September 7, 2009).

2.5 SECTION 01 32 17 - CONSTRUCTION PROGRESS SCHEDULE

2.5.1 Construction Progress Schedule (01 32 17-3.1)

A bar chart construction schedule will be required for this Task Order.

The construction progress schedule shall be submitted within 15 calendar days after receipt of Notice to Proceed for the Task Order.

2.6 Submittals (01 32 17-1.4)

The items listed in paragraph SUBMITTALS for Section 01 32 17 CONSTRUCTION PROGRESS SCHEDULE shall be submitted for review prior to beginning the relevant work under this Task Order.

SECTION 01 11 00 Page 9

2.7 SECTION 01 32 33 - DIGITAL PROGRESS IMAGES

2.7.1 Digital Progress Images (01 32 33-1.1)

Progress images will be required for the work under this contract.

2.7.2 Submittals

The items listed in paragraph SUBMITTALS for Section 01 32 33 - DIGITAL PROGRESS IMAGES shall be submitted for review prior to beginning the relevant work under this Task Order.

2.8 SECTION 01 33 00 - SUBMITTAL REQUIREMENTS

2.8.1 Submittal Register (01 33 00-1.2)

The Task Order Submittal Register shall be submitted within 15 calendar days after receipt of Notice to Proceed. The attached Submittal Register contains submittal requirements for the work under this Task Order.

2.8.1.1 Scheduling (01 33 00-1.8)

A minimum of 20 calendar days, exclusive of mailing time, shall be allowed and shown on the register for review and approval of submittals.

2.9 SECTION 01 35 26 - GOVERNMENT SAFETY REQUIREMENTS

2.9.1 Submittals (01 35 26-1.6)

The items listed in paragraph SUBMITTALS for Section 01 35 26 - GOVERNMENT SAFETY REQUIREMENTS shall be submitted for review prior to beginning the relevant work under this Task Order.

2.9.2 Site Specific Accident Prevention Plan (01 35 26-1.6)

The Contractor shall submit the Site Specific Accident Prevention Plan for all tasks under this Task Order at least 15 calendar days prior to beginning any work at the site.

2.9.3 Site Safety and Health Officer (01 35 26-1.5.1.1)

The Site Safety and Health Officer (SSHO) may be the Quality Control Manager. The SSHO shall meet Level 2 requirements.

2.10 SECTION 01 45 01 - USACE QUALITY CONTROL

2.10.1 Submittals (01 45 01-1.2)

The items listed in paragraph SUBMITTALS for Section 01 45 01 - USACE QUALITY CONTROL shall be submitted for review prior to beginning the relevant work under this Task Order.

2.10.2 Contractor Quality Control Plan Supplements (01 45 01-3.2)

The Contractor shall submit a supplement to the Contractor Quality Control Plan for the work under this Task Order within 15 calendar days after receipt of Notice to Proceed for the Task Order.

SECTION 01 11 00 Page 10

2.10.3 CQC Manager (01 45 01-3.4.2)

The CQC System Manager may not be the project superintendent. The CQC System Manager may be the Site Safety and Health Officer.

2.10.4 CQC Staff (01 45 01-3.5.2, 3.4.3)

The following CQC staff shall be provided, as a minimum:

A technician with a minimum of five year experience in civil construction.

2.10.5 Contractor Quality Control (01 45 01-3.6)

The Contractor shall perform all phases of quality control.

2.11 SECTION 01 57 20.00 10 - ENVIRONMENTAL PROTECTION

2.11.1 Submittals (01 57 20.00 10-1.6)

The items listed in paragraph SUBMITTALS for Section 01 57 20.00 10 - ENVIRONMENTAL PROTECTION shall be submitted for review prior to beginning the relevant work under this Task Order.

2.11.2 Activity Environmental Analysis (01 57 20.00 10-1.8)

The Contractor shall submit Activity Environmental Analyses for all tasks under this Task Order as specified in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION within 10 calendar days after receipt of Notice to Proceed for the Task Order.

2.11.3 Environmental Permits and Commitments (01 57 20.00 10-3.1)

No permits were obtained by the Government for the work under this Task Order. No permits are required,

2.11.4 Location of Contractor's Facilities (01 57 20.00 10-3.2.4)

The Contractor's offices and storage areas shall be located in the vicinity of the work as approved by the Contracting Officer. The Contractor's offices and storage areas shall not interfere with operation of the recreation facilities or project.

2.12 SECTION 01 57 23.00 10 - STORM WATER POLLUTION PREVENTION MEASURES

2.12.1 Submittals (01 57 23.00 10-1.3)

The items listed in paragraph SUBMITTALS for Section 01 57 23.00 10 STORM WATER POLLUTION PREVENTION MEASURES shall be submitted for review prior to beginning the relevant work under this Task Order.

2.12.2 Erosion and Sediment Pollution Control Plan (01 57 23.00 10-3.1.1)

An Erosion and Sediment Pollution Control Plan shall be prepared and maintained at the site for the work under this Task Order. Erosion and sediment controls features are identified on the drawings for the work under this Task Order..

SECTION 01 11 00 Page 11

2.12.3 Additional Requirements

The following additional requirements apply to the work under this contract.

Storm Sewer Drop Inlet Protection

The storm sewer drop inlet protection shall be constructed of concrete blocks, 11 gauge, 1/4-inch mesh wire screen, and AASHTO No. 67 aggregate as swoon on the drawings. The aggregate shall be replaced with clean aggregate when the rock becomes clogged or the inlet protection no longer functions as intended. Upon completion of the work and establishment of a satisfactory stand of grass on disturbed areas, the inlet protection shall be removed.

2.13 SECTION 01 71 23 - INCIDENTAL ENGINEERING SERVICES

This section is not applicable to the work under this Task Order.

2.14 SECTION 01 73 00 - CONSTRUCTION EXECUTION REQUIREMENTS

This section is not applicable to the work under this Task Order.

2.15 01 78 02.00 15 - CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS)

2.15.1 Submittals (01 78 02.00 15-1.1)

The items listed in paragraph SUBMITTALS for Section 01 78 02.00 15 CLOSEOUT SUBMITTALS (AS-BUILT DRAWINGS) shall be submitted for review prior to beginning the relevant work under this Task Order.

2.15.2 Final As-Built Drawing Submittal (01 78 02.00 15-1.2.7)

Final As-Built drawings shall consist of one CD-ROM containing the electronic files for final as-built drawings, one set of full-scale prints, and one set of marked-up paper prints.

2.16 SECTION 01 78 23.13 - FACILITY OPERATION

This section is not applicable to the work under this Task Order.

2.17 SECTION 02 42 00 - DISPOSAL OF MATERIALS

2.17.1 Submittals (02 42 00-1.4)

The items listed in paragraph SUBMITTALS for Section 02 42 00 - DISPOSAL OF MATERIAL shall be submitted for review prior to beginning the relevant work under this Task Order.

2.17.2 Burning (02 42 00-3.1.7

Burning of clearing debris will not be permitted.

2.18 03 30 53 - MISCELLANEOUS CAST-IN-PLACE CONCRETE

2.18.1 Submittals (03 30 53-1.4)

The items listed in paragraph SUBMITTALS for Section 03 30 53 - MISCELLANEOUS CAST-IN-PLACE CONCRETE shall be submitted for review prior to beginning the relevant work under this Task Order.

SECTION 01 11 00 Page 12

2.18.2 Concrete Mixture Proportions (03 30 53-1.3.3)

Specified compressive strength f'c shall be 3,500 psi at 28 days. The maximum nominal size coarse aggregate is 1-1/2 inch. The maximum water cement ratio is 0.50.

2.18.3 Ready-Mix Concrete (03 30 53-2.2)

Concrete shall conform to PDT 408 Class AA.

2.18.4 Finishing Unformed Surfaces (03 30 53-3.4.3)

Trowel finish shall be applied to all exposed unformed surfaces.

2.19 SECTION 05 50 14 - STRUCTURAL METAL FABRICATIONS

This section is not applicable to the work under this Task Order.

2.20 SECTION 05 50 15 - CIVIL WORKS FABRICATIONS

This section is not applicable to the work under this Task Order.

2.21 SECTION 06 10 00 - ROUGH CARPENTRY

This section is not applicable to the work under this Task Order.

2.22 SECTION 07 22 00 - ROOF AND DECK INSULATION

This section is not applicable to the work under this Task Order.

2.23 SECTION 07 31 13 - ASPHALT SHINGLES

This section is not applicable to the work under this Task Order.

2.24 SECTION 07 52 00 - MODIFIED BITUMINOUS MEMBRANE ROOFING

This section is not applicable to the work under this Task Order.

2.25 SECTION 07 60 00 - FLASHING AND SHEET METAL

This section is not applicable to the work under this Task Order.

2.26 SECTION 07 61 14.00 20 - STEEL STANDING SEAM ROOFING

This section is not applicable to the work under this Task Order.

2.27 SECTION 31 05 22 - GEOTEXTILES

This section is not applicable to the work under this Task Order.

2.28 SECTION 31 11 00 - CLEARING AND GRUBBING

2.28.1 Additional Requirements

The following additional requirements apply to clearing and grubbing under this Task Order:

Clearing at the Spillway Road Culvert Replacement shall be limited to

SECTION 01 11 00 Page 13 the areas actually required to perform the work. Clearing debris shall be disposed in accordance with Section 02 42 00 DISPOSAL OF MATERIALS.

2.29 SECTION 31 23 00 - EARTHWORK

2.29.1 Submittals (31 23 00-1.3)

The items listed in paragraph SUBMITTALS for Section 31 23 00 EARTHWORK shall be submitted for review prior to beginning the relevant work under this Task Order.

2.29.2 Subsurface Data (31 23 00-1.4)

No subsurface information is available for this Task Order.

2.29.3 Classified of Excavation (31 23 00-1.5)

All excavation under this Task Order will be unclassified.

2.29.4 Stripping of Topsoil (31 23 00-3.1

Stripping and stockpiling of topsoil will be required. Topsoil shall be stripped to a depth of 4 inches.

2.29.5 Selection Of Borrow Material (31 23 00-3.3)

It is not anticipated that borrow material will be required for the work under this Task Order.

2.29.6 Geotechnical Engineer (31 23 00-3.5.2)

A geotechnical engineer will not be required for monitoring excavation under this Task Order.

2.29.7 Utilization Of Excavated Materials (31 23 00-3.8)

Excess satisfactory excavated material shall be disposed of in accordance with Section 02 42 00 DISPOSAL OF MATERIALS.

2.30 SECTION 31 23 00.10 - BANK EXCAVATION

This section is not applicable to the work under this Task Order.

2.31 SECTION 31 35 20 - BANK STABILIZATION

This section is not applicable to the work under this Task Order.

2.32 SECTION 31 36 00 - WIRE MESH GABIONS AND MATTRESSES

This section is not applicable to the work under this Task.

2.33 SECTION 31 37 16 - STONE PROTECTION

2.33.1 Submittals (31 37 16-1.2)

The items listed in paragraph SUBMITTALS for Section 31 37 16 STONE PROTECTION shall be submitted for review prior to beginning the relevant work under this Task Order.

SECTION 01 11 00 Page 14

2.33.2 Listed Stone Sources (31 37 16-1.3)

Stone meeting the required quality has been obtained from the following sources:

LISTED STONE SOURCES

The following sources have been evaluated and found to be capable of producing riprap stone of the required quality and gradation. However, no guarantee is implied that any of the current production of any of the sources meets the quality requirements stated in paragraph QUALITY".

Allegheny Minerals Corp. - Harrisville Quarry - Harrisville, PA, (724)548-8101 Allegheny Minerals Corp. - Slippery Rock Quarry - Slippery Rock, PA, (724)794-6911 Essroc, Inc. - Hillsville Quarry - Mahoning County, OH, near PA and OH border (216) 536-6275 Greer Limestone Company - Buckeye Quarry - Morgantown, WV (304) 296-1751 Hanson Building Materials - Rich Hill Quarry - Connellsville, PA, (412) 362-5600 Hanson Building Materials - Springfield Quarry - Connellsville, PA, (412) 362-5600 Hanson Building Materials - Torrance Quarry - Torrance, PA, (412) 362-5600 Hanson Building Materials - Whitney Quarry - Whitney, PA (412) 362-5600 Keystone Lime Company, Inc. - Richorn Quarry - Springs, PA (814) 662-2711 Marsolino, Inc. - Coolspring Quarry - Coolsprings - Uniontown, PA, (724) 437-8663 Mulzer Bros. Stone Company - Cape Sandy Quarry - Cape Sandy, IN, (812) 547-7921 New Enterprise Stone and Lime Co. - Bakersville Quarry - Bakersville, PA,

(814) 695-4405

2.33.3 Stone Quality (31 37 16-2.2.3)

Stone quality shall conform to the requirements of PDT 408, Section 850.

2.33.4 Gradation of Stone (31 37 16-2.2.3)

Size Percent passing Inches By Weight

Riprap shall conform to R-5.

2.33.5 Stone Protection Tolerances (02381-3.3.1)

The top surfaces of the scour protection stone shall be permitted to deviate from the lines shown on the drawings within the following limits.

TYPE R-5 STONE plus 6" above or minus 0" below

2.33.6 Additional Requirements

Concrete Seal For Rip Rap

Concrete for sealing access ramps and scour repair shall conform to the requirements of Section PDT 408, Section 703 for Class AA concrete.

Prior to placing concrete, the surface of the stone shall be wetted.

Concrete shall be brought to the place of final deposit by approved

SECTION 01 11 00 Page 15 means and in no case will concrete be permitted to flow on the stone surface a distance in excess of 5 feet. Immediately after dumping a load of concrete, it shall be distributed over the surface and worked into the voids in the stone by a method that will prevent segregation of the aggregate. The concrete shall be placed in such manner as to fill the voids to a depth of approximately two-thirds to three-fourths of the thickness of the layer. As a final operation the concrete shall be removed from the top surfaces of the upper stones by use of a stiff broom. After completion of any section of concrete sealed ramp, no workmen or any load will be permitted on the surface for a period of at least 72 hours. The concrete shall be protected from rain, flowing water, injurious action by the sun, and mechanical injury. The concrete shall be cured by keeping the surface continuously wet or by other approved methods, for a period of not less than 14 days.

2.34 SECTION 31 41 16 - METAL SHEET PILING

This section is not applicable to the work under this Task.

2.35 SECTION 32 11 23 - AGGREGATE SUBBASE AND BASES

2.35.1 Submittals (32 11 23-1.5)

The items listed in paragraph SUBMITTALS for Section 32 11 23 AGGREGATE SUBBASE AND BASES shall be submitted for review prior to beginning the relevant work under this Task Order.

2.36 SECTION 32 13 00 - CONCRETE PAVEMENT

This section is not applicable to the work under this Task.

2.37 SECTION 32 16 13 - CONCRETE SIDEWALKS AND CURBS AND GUTTERS

2.37.1 Submittals (32 16 13-1.3)

The items listed in paragraph SUBMITTALS for Section 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS shall be submitted for review prior to beginning the relevant work under this Task Order.

2.37.2 Additional Requirements

The following additional requirements apply to this section for the work under this Task:

Existing concrete sidewalks disturbed by construction shall be reconstructed to the existing dimensions and grades.

2.38 SECTION 32 22 16 - BITUMINOUS PAVEMENT CONSTRUCTION

2.38.1 Submittals (32 22 16-1.3)

The items listed in paragraph SUBMITTALS for Section 32 22 16 BITUMINOUS PAVEMENT CONSTRUCTION shall be submitted for review prior to beginning the relevant work under this Task Order.

2.38.2 Additional Requirements

The following additional requirements apply to this section for the work under this Task:

SECTION 01 11 00 Page 16

Pavement removed for replacement of the Spillway Access Road culvert and sanitary sewer road crossings shall be replaced in accordance with the details shown on the contract drawings. The existing driveway shall receive tack coat and bituminous pavement overlay as shown on the drawings.

2.39 SECTION 32 30 00 - INCIDENTAL CONSTRUCTION

2.39.1 Submittals (32 30 00-1.2)

The items listed in paragraph SUBMITTALS for Section 32 30 00 INCIDENTAL CONSTRUCTION shall be submitted for review prior to beginning the relevant work under this Task Order.

2.39.2 Guide Rail (32 30 00-2.1.1)

Guide rail shall conform to the existing guide rail construction.

2.39.3 New Guide Rail Posts (32 30 00-2.1.3)

New guide rail posts shall be pressure treated wood.

2.39.4 Removal Of Existing Guide Rail (32 30 00-3.2)

Existing guide rail shall be removed and reinstalled at the locations shown. Any concrete posts which cannot be reused shall be replaced with pressure treated wood posts.

2.40 SECTION 32 31 13.53 - CHAIN LINK FENCES AND GATES

This section is not applicable to the work under this Task.

2.41 SECTION 32 92 19 - SEEDING

2.41.1 Submittals (32 92 19-1.2)

The items listed in paragraph SUBMITTALS for Section 32 92 19 SEEDING shall be submitted for review prior to beginning the relevant work under this Task Order.

2.41.2 Seed Mixture (32 92 19-2.1.2)

Seed mixtures shall conform to PDT 408, Section 804.2, Formula B.

2.41.3 Surface Erosion Control Material (32 92 19-2.7)

Turf reinforcement mat shall be Surface Erosion Control Blanket.

2.42 SECTION 33 40 00 - STORM DRAINAGE UTILITIES

2.42.1 Submittals (33 40 0-1.2)

The items listed in paragraph SUBMITTALS for Section 33 40 00 STORM DRAINAGE UTILITIES shall be submitted for review prior to beginning the relevant work under this Task Order.

SECTION 01 11 00 Page 17

2.42.2 Concrete Pipe (33 40 0-2.1.1)

Concrete pipe shall be Class II, III, or IV.

2.43 35 31 19.40 - FABRIC-FORMED CONCRETE MAT REVETMENT

This section is not applicable to the work under this Task.

2.44 ADDITIONAL SPECIFICATIONS SECTIONS

The additional sections are in addition to those contained in the contract for work under this Task Order:

Section 01 22 00.00 15 MEASUREMENT AND PAYMENT Section 01 50 10 PROJECT SIGNS Section 33 30 00 SANITARY SEWERS

-- End of Section --

SECTION 01 11 00 Page 18