B08_Attach_1-KFFO-PAVEMENT_REHAB_Specs_BFMC_8_4_2021.pdf

Klamath Falls Pavement Rehab and Maintenance December 7, 2020

TABLE OF CONTENTS

SPECIFICATIONS (from the Latest Version of the Standard Specifications for Construction of

Roads and Bridges on Federal Highway Projects (FP-14)

DIVISION 100 GENERAL REQUIREMENTS

Section 101 Terms, Format, and Definitions

Section 102 Bid, Award, and Execution of Contract

Section 103 Scope of Work

Section 104 Control of Work

Section 105 Control of Material

Section 106 Acceptance of Work

Section 107 Legal Relation and Responsibility to the Public

Section 108 Prosecution and Progress

Section 109 Measurement and Payment

DIVISION 150 PROJECT REQUIREMENTS

Section 151 Mobilization

Section 152 Construction Survey and Staking

Section 154 Contractor Sampling and Testing

Section 155 Schedules for Construction Contracts

Section 156 Public Traffic

Section 157 Soil Erosion and Sediment Control

DIVISION 300 AGGREGATE COURSES

Section 304 Full Depth Reclamation

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401 Superpave Hot Asphalt Concrete Pavement

Section 406 Fog Seal

Section 407 Chip Seal

Section 410 Slurry Seal

Section 418 Asphalt Concrete Pavement Patching

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601 Minor Concrete Structures

Section 602 Culverts and Drains

Section 619 Fences, Gates, Cattle Guards and Bollard Posts

Section 635 Temporary Traffic Control

DIVISION 700 MATERIALS

Section 701 Cement Section 702 Asphalt Material

Section 703 Aggregate

Section 708 Plastic Pipe

Section 710 Fence and Guardrail

Section 718 Traffic Signing and Marking Material

Section 719 Paint

Section 725 Miscellaneous Material

SPECIAL CONTRACT

REQUIREMENTS FOR THE

CONSTRUCTION OF

KLAMATH FALLS PAVEMENT

REHAB AND MAINTENANCE

Pavement Rehab and Maintenance Work List

INT – Intersection CMP – Corrugated Metal Pipe

BR – Brushing CPSL – Chip Seal surface

FDRP – Full Depth Replacement TRN – Turnout

CD – Clean Ditches WIDTH – Road Width

PH – Potholes PCH – Patched Road

38-6E-32.00 (Miners Creek Road)

(Road Reconditioning

, Full Depth Reclamation, Double Coarse Chip Seal – “2B”, Fog Seal, 14’ wide, 22’ wide at turnouts)

Base Bid

MINERS CREEK ROAD @ KENO ACCESS ROAD

STATIO

N

BEGI

N

B R

FDR

P

CD EN

D

WIDT

H

NOTES

0.00

X

14'

BEGIN ROAD RECONDITIONING,

FULL DEPTH RECLAMATION, AND

DOUBLE COURSE CHIP

SEAL

0.38 14' PUT 2 GATES ON STAGING AREA

0.90 22' TURNOUT

1.11 22' TURNOUT

1.17 14' INSTALL 18" DIA CULVERT

1.53 14' REPLACE 24" CULVERT (CRUSHED

OUTLET)

1.81 22' TURNOUT

1.96 14' REPLACE 18" CMP

2.40

END ROAD RECONDITIONING, FULL

DEPTH RECLAMATION, AND

DOUBLE COURSE CHIP SEAL

38-5E-21.10 (Burton Flat Road)

(Road Reconditioning, Full Depth Reclamation, Patching, Double Coarse Chip Seal – “2B”, Fog Seal, 14’ wide, 22’ Wide at turnouts)

Base Bid

BURTON FLAT ROAD @ KENO ACCESS ROAD

MP BEGI

N

B R

P H

C D

PC

H

EN

D

WIDT

BEGIN ROAD

RECONDITIONING,

DOUBLE COURSE CHIP

SEAL

0.14 22' TURNOUT

0.16 X X 14' BEGIN FULL DEPTH

RECLAMATION

0.26 22' TURNOUT

0.78 X X 14' END FULL DEPTH

RECLAMATION

0.84 22' TURNOUT

0.91 X X 14' BEGIN FULL DEPTH

RECLAMATION

0.93 X 14' END FULL DEPTH

RECLAMATION

1.16 X 14' BEGIN FULL DEPTH

RECLAMATION

1.29 X X 14' END FULL DEPTH

RECLAMATION

1.46 22' TURNOUT

1.54 22' TURNOUT

1.60 22' TURNOUT

1.77 X 14' POTHOLE REPAIR (PAV.

PATCHING)

2.20 22' TURNOUT

2.28

MISSING FRAME AND

FENCE (REMOVE?) OPTION

ITEMS 2 & 3

2.55 22' 2 TURNOUTS

2.67 22' TURNOUT

2.93 22' REPLACE 24" CMP 40'L

3.03 22' TURNOUT

3.60 X X 14' BEGIN FULL DEPTH

REPLACEMENT

4.00 X X 14' END FULL DEPTH

REPLACEMENT

4.12

END BRUSHING, DITCH

CLEANING, DOUBLE

COURSE CHIP SEAL

39-6E-5.00 (Spencer Creek Road)

(Prep Road, Crack Seal, Patch (Pothole Repair) and Slurry Seal, 14’ Width, 22’ Wide at turnouts)

Option Item 1

SPENCER CREEK ROAD @ KENO

ACCESS ROAD

STATIO

N

BEGI

N

B R

S S

C D

EN

D

WIDT

BEGIN ROAD

RECONDITIONING,

SLURRY SEAL, POTHOLE

REPAIR, CRACK SEALING

0.60 22' TURNOUT

1.00 22' TURNOUT

1.40 22' TURNOUT

2.00 22' TURNOUT

2.50 22' TURNOUT

4.10

END ROAD RECONDITIONING,

SLURRY SEAL, POTHOLE

REPAIR, CRACK

SEALING

Description of Work

The contractor shall provide all labor, transportation, materials, equipment, supervision, and incidentals necessary to:

1. Base Items:

• Work includes Road Reconditioning, Full Depth Reclamation, Pavement Patching, Double Course Chip Seal, Culvert Replacement, and Gate installation.

• Two 24” culverts and one 18” culvert will be replaced, one 24” CMP on Burton Flat

Road and one 24” and one 18” CMP on Miners Creek Road.

• Two gates will be installed on a material staging area adjacent to Miners Creek Road, restricting unauthorized access to staged materials.

• Road Reconditioning is intended to perform brushing and cleaning ditches for maintaining line of sight and drainage on the identified road systems. Limits for brushing are shown in the plans, as are standard dimensions for ditches.

• Full depth reclamation is intended to repair failed chip seal surfacing and will be performed at a depth of two to six inches. The two-inch reclamation is the minimum depth for replacing the chip seal surfacing in the identified road segments. The greater depths of reclamation are for the repair of deeper potholed areas and areas of suspect subbase, identified by heavy patching. Miners Creek road will receive the full depth reclamation on the entire length of chip sealed surfacing. Burton Flat Road will have 4 segments of full depth reclamation totaling 1.17 miles where the road has excessive potholing and patching. Full Depth Reclamation for Burton Flat Road will be staked in the field by BLM staff.

• Pavement Patching is intended to repair potholing on Burton Flat Road at MP 1.77.

• Install double course chip seal on 6.52 miles of roads, 3.57 miles of which needs full depth reclamation (2.4 miles Miners Creek Road and 1.17 miles on Burton Flat

Road). Double course chip seal will be installed after Full Depth Reclamation and

Road Reconditioning.

2. Option Item 1: Pavement maintenance for Spencer Creek Road including Road Reconditioning, Asphalt patching (pothole repair), crack sealing and slurry sealing on approximately 4.10 miles of road.

3. Option Item 2: Remove Cattle Guard. The existing cattle guard on Burton Flat Road that is missing a frame and associated fencing making the guard nonfunctional so the guard can be removed.

4. Option Item 3: Install 18” CMP Miners Creek Road. Option to install a new cross drain culvert on Miners

Creek Road at MP 1.17. Some additional design work needs to be done to determine if the culvert is necessary.

Location: Work under this contract is located in Klamath County, Oregon, in the Klamath Falls Resource

Area of the Lakeview District, Bureau of Land Management (BLM). BLM road number(s) 38-5E-

21.1(Burton Flat), 38-6E-32.0 (Miners Creek) and 39-6E-5.0 (Spencer Creek). The work location is shown on the drawings.

Applicable Standard Specifications

The General Requirements (Division 100) and the applicable sections of Divisions 150 through 700 of the

Federal Highway Administration’s "Standard Specifications for Construction of Roads and Bridges on

Federal Highway Projects, FP-14, U.S. Customary Units" of the U.S. Department of Transportation, Federal Highway Administration apply to this project as modified by these Special Contract Requirements and Contract Clauses contained in the contract. Unless otherwise noted, all reference headings in these

Special Contract Requirements refer to divisions, sections, subsections, articles or paragraphs of the

Standard Specifications, FP-14. The Contractor shall keep a copy of FP-14 on site during all construction for this project.

The FP-14 is a separately published book by the Federal Lands Highway. To download FP-14 or to obtain a hard copy, visit:

http://flh.fhwa.dot.gov/resources/pse/specs/fp-14.htm

SHEET INDEX

SHEET # DESCTRIPTION

1 COVER SHEET

2 SITE MAP

3 ESTIMATED QUANTITIES

4 TYPICAL ROAD SECTIONS

5 BRUSHING DETAIL

6 CURVE BRUSHING DETAIL

7 TYPICAL TURNOUT DETAIL

8 CULVERT DETAILS

9 STEET GATE DETAIL

10 CATTLE GUARD DETAIL

11 PROJECT PHOTOS

http://flh.fhwa.dot.gov/resources/pse/specs/fp-14.htm

PREFACE

Delete the Preface and substitute the following:

These Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects are issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Bureau of Land Management. These specifications are cited as "FP-14" indicating "Federal Project"

Standard Specifications issued in 2014 and contain both United States Customary and Metric units of measure.

When designated in a contract, the FP-14 becomes part of the contract and binding upon all parties to the contract. Construction contracts of the Bureau of Land Management are also governed by the following regulations:

● Federal Acquisition Regulation (FAR), Title 48, Code of Federal Regulations, Chapter1

The FAR regulations are not included in the FP-14. A complete copy of the FAR is available from the

Superintendent of Documents, Congressional Sales Office, U.S. Government Printing Office, Washington, DC

20402.

U.S. Customary units of measure are used in the FP-14 as provided in the November 25, 2008 Memorandum from Jeffrey F. Paniati entitled Update on Metric Use Requirements for FHWA Documents. Metric units are noted in parentheses following the U.S. Customary Units. The references to Metric or Metric units apply only when the project or portion of the project expressly calls for Metric units of measure.

DIVISION 100

GENERAL REQUIREMENTS

Section 101. – TERMS, FORMAT AND DEFINITIONS

101.01 Meaning of Terms. Add the following:

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03 Abbreviations. Add the following to (a) Acronyms:

AA

AAN

AAR

ABA

ACPA

ADA

AFPA

AI

AIA

ARA

AREA

ASCE

ASCII

ASLA

BLM

FTMS

GSA

IEEE

MIL

MSHA

NESC

NFPA

PCA

SAE

USFS

USGS

USPS

WCLIB

WWPI

Aluminum Association

American Association of Nurserymen

Association of American Railroad

Architectural Barriers Act

American Concrete Pavement Association

Americans with Disabilities Act

American Forest and Paper Association

Asphalt Institute

American Institute of Architects

American Railway Association

American Railway Engineering Association

American Society of Civil Engineers

American Standard Code for Information Interchange

American Society of Landscape Architects

Bureau of Land Management

Federal Test Method Standard

General Services Administration

Institute of Electrical and Electronic Engineers

Military Specifications

Mine Safety and Health Administration

National Electrical Safety Code

National Forest Products Association

Portland Cement Association

Society of Automotive Engineers

United States Forest Service

United States Geological Survey

United States Postal Service

West Coast Lumber Inspection Bureau

Western Wood Preservers Institute

Add the following to (b) U.S. Customary unit abbreviations and symbols:

hr mp ppm

Hour

Milepost Part Per Million

101.04 Definitions. Delete the definitions for the following terms:

Bid Bidder

Modify the following definitions as follows:

Contract Time – Delete this definition and substitute the following:

Period of Performance (POP) – The specified time allowed for completion of contract work.

Notice to Proceed – Delete this definition and substitute the following:

Notice to Proceed – Written notice from the Contracting Officer to the Contractor to begin the contract work.

Right-of-Way – Delete this definition and substitute the following:

Right-of-Way – A general term denoting (1) the privilege to pass over land in some particular line

(including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2)

Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following:

Maximum Particle Size – The smallest sieve opening through which all particles in the material will pass.

Neat Line – A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road – Temporary construction access built along the route of the project.

Protected Stream course – A drainage shown on the plans that requires designated mitigation measures.

Utilization Standards – The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.

Section 102. – BID, AWARD, AND EXECUTION OF CONTRACT

Delete this section in its entirety.

Section 103. – SCOPE OF WORK

103.01 Intent of Contract Add the following:

The pictures in the plans are intended to further illustrate the existing condition.

103.02 Disputes. Delete in its entirety.

103.03 Value Engineering. Delete in its entirety.

103.04 Contractor Records. Delete in its entirety.

Section 104. – CONTROL OF WORK

104.01 Authority of the Contracting Officer (CO). Delete in its entirety.

104.02 Authority of Inspectors. Delete in its entirety.

104.03 Specifications and Drawings.

(c) As-built drawings. Modify the first sentence to read as follows: Use one set of Contractor-provided plans exclusively for as-built drawings.

(d) Submittals. Add this section:

(1) Initial, baseline and baseline construction schedule update Section 155

(2) Landfill receipt for all disposals (culverts, waste, per Section 203, 563)

(3) Documentation of water used for compaction per Section 304, 407, 602.

(4) Documentation of field sampling and testing per tables 406-1, 407-3, 410-1

(5) Traffic Control Plan - Section 635

104.04 Coordination of Contract Documents. Delete in its entirety.

Section 106. – ACCEPTANCE OF WORK

106.05 Statistical Evaluation of Work and Determination of Pay Factor. Delete in its entirety, including all references to Statistical Evaluation. All references to Section 106.05 shall be replaced with references to Section 106.04 Measured or Tested Conformance.

Section 107. – LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

107.01 Laws to be Observed. Delete in its entirety.

107.03 Bulletin Board. Delete in its entirety.

107.05 Responsibility for Damage Claims. Delete in its entirety.

107.06 Contractor’s Responsibility for Work. Delete in its entirety.

107.09 Legal Relationship of the Parties. Delete in its entirety.

107.10 Environmental Protection Add the following: The in-stream work window is July 15 till

September 30

Section 108. – PROSECUTION AND PROGRESS

Delete this section in its entirety.

Section 109. – MEASUREMENT AND PAYMENT

109.03 Weighing Procedures and Devices.

(c) Project weighing system. Add the following:

Manual scales may be used if approved in writing by the CO and if the method of weighing meets all other contract requirements. For aggregates weighed for payment, adjust scale weights of material to deduct the daily average moisture content in excess of 2 percentage points over optimum moisture as determined by AASHTO T 99 or the designated compaction method. If moisture determination is necessary, determine the daily average moisture content in accordance with AASHTO T 255, from not less than three representative samples of aggregate taken at random intervals each day that aggregate is being weighed.

109.06 Pricing of Adjustments. Delete in its entirety.

109.07 Eliminated Work. Delete in its entirety.

109.08 Progress Payments. Delete in its entirety.

109.09 Final Payment. Delete in its entirety.

Section 151. - MOBILIZATION

Payment

151.03 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Soil Erosion Control (Section 157) or Temporary

Traffic Control (Section 634). This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under pay item 15101.

Payment will be made under:

Pay Item Pay Unit

15101 Mobilization Lump Sum

Section 152 – CONSTRUCTION SURVEY AND STAKING

Description

152.01 Surveying and staking is to ensure conformance to typical cross sections shown in plans and for culvert installation. Final construction shall match existing grades and cross slopes, unless existing cross slopes are outside the slopes shown in the drawings.

152.08 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Construction Survey and Staking.

15201 Construction Survey and Staking Lump Sum

Section 154 - CONTRACTOR SAMPLING AND TESTING

154.08 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Contractor Sampling and Testing.

15401 Contractor Sampling and Testing Lump Sum

Section 155 – SCHEDULES FOR CONSTRUCTION CONTRACTS

155.10 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Schedules for Construction Contracts.

15501 Schedules for Construction Contracts Lump Sum

Section 156 – PUBLIC TRAFFIC

Construction Requirements

156.03 Delete this section in its entirety

The bid schedule does not contain an estimated quantity for Public Traffic (Section 156). This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under pay item 15101.

156.04 Maintaining Roadways During Work Delete in its entirety and substitute the following:

Perform roadway maintenance as follows:

(a) Maintain the roadway, detours, and diversions in a safe and acceptable condition. If corrective action is requested and the corrective action is not taken immediately, the condition may be corrected, and the cost of the corrective action deducted from monies due to the Contractor.

(b) Maintain intersections with roads, residences, ranches, and other features.

156.06 Limitations of Construction Operations. Delete (i) in its entirety and substitute the following:

(i) Limit construction caused delays to the public to a maximum of 30 minutes, except during active hunting seasons where maximum delay shall not exceed 15 minutes per passage through the project.

156.07 Nighttime Operations. Delete in its entirety.

156.08 Traffic and Safety Supervisor. Delete in its entirety.

Section 157. – SOIL EROSION CONTROL

157.18 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Soil Erosion Control. This work will be considered a subsidiary obligation of the Contractor under pay item 15101 Mobilization.

Section 303. – ROAD RECONDITIONING

Construction Requirements

303.03-303.04 Work under this pay item includes: Removal of vegetation to the limits shown in the plans and cleaning debris and reshaping the ditches to the slopes and dimensions shown on the plans.

Add the following:

o This work shall consist of the removal of vegetation from the road prism-variable distance, and inside curves in accordance with these specifications and conforming to the lines, grades, dimensions, and typical cross sections shown on the Roadside Brushing Detail Sheet, at designated locations as shown in the plans or reference Standard Roadside Brushing Detail in plans.

o Roadside brushing may be performed mechanically with self-powered, self-propelled equipment and or manually with hand tools, including chain saws.

o Vegetation cut manually and or mechanically less than 7 inches in diameter at DBH shall be cut to a maximum height of 2 inches above the ground surface or above obstructions such as rocks or stumps on cut and fill slopes and all limbs below the 2 inch area will be severed from the trunk.

o Vegetation shall be cut and removed from the roadbed between the outside shoulder(s) and the ditch centerline and such vegetation shall be cut to a maximum height of 2 inches above the ground and running surface. Limbs below the 2-inch area will be severed from the trunk. Sharp pointed ends will not be permitted. Cuts shall be parallel to the ground line or running surface.

o Trees in excess of 7 inches in diameter at DBH shall be limbed, so that no limbs extend into the treated area or over the roadbed to a height of 1 feet above the subgrade of the roadway on cut and fill slopes, within the road prism-variable distance. Limbs shall be cut to within 1 inch of the trunk to produce a smooth vertical face. Removal of trees larger than 7 inches in diameter for sight distance or safety may be directed by the COR/PI.

o Inside curves shall be brushed out for a sight distance of 200 feet chord distance. Overhanging limbs and vegetation in excess of 1 foot in height, shall be cut within these areas.

o Self-propelled equipment shall not be permitted on cut and fill slopes or in ditches.

o Debris resulting from this operation shall be scattered downslope from the roadway. Debris shall not be allowed to accumulate in concentrations. Debris in excess of 6 foot in length and 2 inches in diameter shall not be allowed to remain on cut slope, ditches, roadways, or water courses, or as directed by the COR/PI.

o Sections of roadway to have vegetation removed will be marked at start and stop points with pieces of red ribbon.

o Mechanical brush cutters shall not be operated when there are people or occupied vehicles within 400 feet of the immediate operating area.

o Traffic warning sign shall be required at each end of the work area. Signs shall meet the requirement of the Manual on Uniform Traffic Control Devices (MUTCD).

303.10 Add the following: Payment will be made under:

30301 Brushing Mile

30302 Ditch Cleaning Mile

Section 304. – FULL DEPTH RECLAMATION

Compacting

304.07 Compacting. Use method 2 for compacting subbase.

304.12 Add the following: Payment will be made under:

30401 Full Depth Reclamation Square Yard

. 18

Section 406. – FOG SEAL

406.09 Payment will be made under:

40601 Fog Seal Square Yard

Section 407. – CHIP SEAL

407.12 Apply Double Course Chip Seal: Type 2B

407.15 Add the following: Payment will be made under:

40701 Double Course Chip Seal Square Yard

Section 410. – SLURRY SEAL

410.13 Add the following: Payment will be made under:

41001 Slurry Seal Square Yard

Section 414. – ASPHALT PAVEMENT CRACK SEALING AND FILLING

414.10 Add the following: Payment will be made under:

41401 Asphalt Pavement Crack Sealing and Filling Lineal Feet

Section 418. – ASPHALT CONCRETE PAVEMENT PATCHING

Measurement

418.08 Add the following: Work under this pay item includes: Saw cutting, Removal and disposal of

Asphalt, Paving Geotextile, Crushed Aggregate Base, Asphalt Tack Coat, and any other items incidental to the work.

418.09 Add the following: Payment will be made under:

41801 Asphalt Concrete Full Depth Patch, Type 2 Square Yard

Section 601. – MINOR CONCRETE STRUCTURES

601.09. Add the following:

Payment will not be made for this section and will be considered subsidiary to Gate Installation.

Section 602. -CULVERTS AND DRAINS

602.2. Furnish and install non perforated 18- and 24-inch diameter dual wall (with smooth interior) HDPE pipe conforming to AASHTO M 294, and Section 708.02 FP-14. Pipe joints shall be soil and watertight. Locations of culverts shall be according to worklists in specifications and/or as directed by COR.

602.10. Add the following:

60201 Culvert Replacement 24” Each

60202 Culvert Replacement 18” Each 60203 Culvert Installation 18” Each

Section 619. -FENCES, GATES, CATTLE GUARDS, AND BOLLARD POSTS

619.11. Add the following:

Pay Item

61901 Gate Installation

61902 Cattle Guard Removal

Pay Unit

Each

Each

Section 635. – TEMPORARY TRAFFIC CONTROL

635.01 Add the following: Road segments may be closed as necessary for construction activities. Closed segments require a detour route to maintain access to public lands. Road closure and detour signs shall be placed at intersections of detours. Traffic control type/signage shall conform to MUTCD figure 6H-8 for road closures and 6H-11 for through traffic.

635.25. Add the following:

63501 Temporary Traffic Control Lump Sum