For highway construction oregon department of transportation salem, oregon

Paving

Oregon Coast Highway

Coos County & Curry County

TIME AND PLACE OF RECEIVING BIDS

Bids for the work described above will be opened and read at the Oregon Department of Transportation, 455 Airport Road SE, Building E, Salem, Oregon, at 9:00 a.m. on the 16th day of April, 2009.

ODOT Procurement Office, Procurement Manager

455 Airport Road SE, Building K

Salem, Oregon 97301-5348.

Oregon Department of Transportation

455 Airport Road SE, Building E

Salem, Oregon.

Complete all Work to be done under the Contract not later than September 30, 2009.

This is a Federal-Aid Project.

The Class of Work for this Project is: Asphalt Concrete Paving and Oiling.

The Special Provisions booklet applicable to the above-described work, for which Bids will be opened at the time and place stated above, is that which contains the exact information as shown above on this page.

Paving

Oregon Coast Highway

Coos County & Curry County
TIME AND PLACE OF RECEIVING BIDS

Bids for the work described above will be opened and read at the Oregon Department of Transportation, 455 Airport Road SE, Bldg. E, Salem, Oregon 97301-5348, at 9:00 a.m. on the 16th day of April, 20­­09.

Complete all Work to be done under the Contract not later than September 30, 2009.

This is a Federal-Aid Project.

The Class of Work for this Project is: Asphalt Concrete Paving and Oiling.

Information pertaining to this Project may be obtained from the following:

Petr Lovasik

, Project Manager, 307 Highway 42 E, Coquille, OR 97423-1854; Phone 541-396-1152.

AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) FUNDING PROVISIONS

REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONTRACTS (FHWA-1273)

ON-SITE WORKFORCE AFFIRMATIVE ACTION REQUIREMENTS FOR WOMEN AND MINORITIES ON FEDERAL-AID CONTRACTS

EQUAL EMPLOYMENT OPPORTUNITY PROVISIONS
DBE AND MWESB PROVISIONS

ASSIGNED CONTRACT GOALS AND TARGETS

PROJECT WAGE RATES

WEB SITE ADDRESSES

PLANS



The assigned minimum DBE goal for this Project is as follows:



A DBE Directory is available from the Office of Minority, Women and Emerging Small Business (OMWESB) web site at      http://www4.cbs.state.or.us/ex/dir/omwesb/      or by telephone at (503) 947-7924.



The assigned MWESB aspirational target for this Project is as follows:



An MWESB Directory is available from the Office of Minority, Women and Emerging Small Business (OMWESB) web site at      http://www4.cbs.state.or.us/ex/dir/omwesb/      or by telephone at (503) 947-7924.

OREGON DEPARTMENT OF TRANSPORTATION

Paving

Oregon Coast Highway

Coos County & Curry County

CONSOLIDATED SPECIAL PROVISIONS

As the preparer of the consolidated specifications for this Project I acknowledge compliance with the "Modified Exemption from DOJ Legal Sufficiency Review and Approval for ODOT Highway Construction Contracts" dated July 11, 2008.

By: _____________________________ Date: _____________________
OREGON DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISIONS
FOR

Paving

Oregon Coast Highway

Seal w/signature	I certify the Special Provision Sections listed below were prepared by me or under my supervision: Sections 00210, 00220, 00225, 00280, 00290, 00305, 00310, 00334, 00440, 00442, 00480, 00490, 00620, 00640, 00730, 00745, 00748, 00749, 00810, 00812, 00850, 00855, 00865, 00867, 00868, and 02110.
Signature	I also acknowledge compliance with Part 2(b) and Part 2(e) of the "Modified Exemption from DOJ Legal Sufficiency Review and Approval for ODOT Highway Construction Contracts" dated July 11, 2008.
Seal w/signature	I certify the Special Provision Sections listed below were prepared by me or under my supervision: Section 00503
Signature	I also acknowledge compliance with Part 2(b) and Part 2(e) of the "Modified Exemption from DOJ Legal Sufficiency Review and Approval for ODOT Highway Construction Contracts" dated July 11, 2008.

OREGON DEPARTMENT OF TRANSPORTATION

OREGON DEPARTMENT OF TRANSPORTATION

OREGON DEPARTMENT OF TRANSPORTATION

OREGON DEPARTMENT OF TRANSPORTATION

The Work to be done under this Contract consists of the following on the US101: Bethel Cr – Crystal Cr Paving Section of the Oregon Coast Highway between MP 282.76 and 294.95 in Coos and Curry Counties:

2.  Perform cold plane pavement removal work.

3.  Perform asphalt paving work.

4. Perform guardrail work.

5. Perform pavement markings work.

6.  Perform additional and incidental Work as called for by the Specifications and Plans.

The Specification that is applicable to the Work on this Project is the 2008 edition of the "Oregon Standard Specifications for Construction".

This is a Federal-Aid Project.

ABBREVIATIONS AND DEFINITIONS

Comply with Section 00110 of the Standard Specifications.

SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES

Comply with Section 00120 of the Standard Specifications modified as follows:

The Plans, which are applicable to the Work to be performed under the Contract, are included in these Special Provisions.

• 
  The Agency determines that any Pay Item is significantly unbalanced to the potential detriment of the Agency.
  

SECTION 00140 - SCOPE OF WORK

Comply with Section 00150 of the Standard Specifications modified as follows:

There are no anticipated conflicts with the Utilities listed below. Contact those Utilities having buried facilities and request that they locate and mark them for their protection prior to construction.

4. 
   Langlois Water District Dave Terrusa (541) 348-2142
   

5. Verizon Wyatt Rutherford (541) 269-3375

Energized power lines overhang portions of the Work with a minimum vertical clearance of 18 feet. Contractor shall maintain at least 10 feet of safety clearance.

This Project is located within the Oregon Utility Notification Center area which is a Utilities notification system for notifying owners of Utilities about Work being performed in the vicinity of their facilities. The Utilities notification system telephone number is 811 (or use the old number which is 1‑800‑332‑2344).

SECTION 00160 - SOURCE OF MATERIALS

SECTION 00165 - QUALITY OF MATERIALS

Comply with Section 00165 of the Standard Specifications.

SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES

Comply with Section 00170 of the Standard Specifications modified as follows:

Add the following subsection:
00170.06  Federal-Aid Participation - This Project is to be conducted according to the regulations applying to Federal-Aid Highway Projects.

Add the following subsection:

Commercial General Liability $2,000,000.00 $5,000,000.00

Comply with Section 00180 of the Standard Specifications modified as follows:

Add the following subsection:

Contract Completion Time 00180.50(h)

Traffic Lane Restrictions 00220.40(e)

Be aware of and subject to schedule limitations in the Standard Specifications that are not listed in this subsection.

• 
  Identify the sequencing of activities and time required for prosecution of the Work.
  
• 
  Provide for orderly, timely, and efficient prosecution of the Work.
  
• 
  Contain sufficient detail to enable both the Contractor and the Engineer to plan, coordinate, analyze, document, and control their respective Contract responsibilities.
  

The supplemental "look ahead" Project Work schedule shall be written in common terminology and show the planned Work activities broken down into logical, separate activities by area, stage, and size and include the following information:

• 
  The resources the Contractor, subcontractors, or services will use.
  
• 
  The locations of each activity that will be done including the limits of the work by mile posts, stations, or other indicators.
  
• 
  The time frames of each activity by Calendar Days, shifts, and hours.
  
• 
  All anticipated shoulder, lane, and road closures.
  

At a minimum, the Contractor shall prepare a bar chart that:

• 
  Shows at least three weeks of activity including the week the bar chart is issued.
  
• 
  Uses a largest time scale unit of one Calendar Day. Smaller time scale units may be used if needed.
  
• 
  Is appropriate to the activities.
  
• 
  Identifies each Calendar Day by month and day.
  

Include the Contract name, Contract number, Contractor’s name, and date of issue on each page of the bar chart.

In addition to the "look ahead" Project Work schedule, a Type A schedule as detailed in the Standard Specifications is required on this Contract.

Add the following subsection:

00180.50(h)  Contract Time - Complete all Work to be done under the Contract not later than September 30, 2009.

00180.85(b)  Liquidated Damages - Add the following paragraph:
The liquidated damages for failure to complete the Work on time required by 00180.50(h) will be $1,100.00 per Calendar Day *.
* Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day or fixed date basis.

Add the following subsection:

It is impractical to determine the actual damages the Agency will sustain in the event traffic lanes are closed beyond the limits listed in 00220.40(e). Therefore, the Contractor shall pay to the Agency, not as a penalty, but as liquidated damages, $500 per 15 minutes, or for a portion of 15 minutes, per lane, for any lane closure beyond the limits listed in 00220.40(e). In addition to the liquidated damages, all added cost for traffic control measures, including flagging, required to maintain the lane closures beyond the allowed time limits, will be at no additional cost to the Agency. The required traffic control measures will be as determined by the Engineer.

Comply with Section 00190 of the Standard Specifications modified as follows:

SECTION 00195 - PAYMENT

Comply with Section 00195 of the Standard Specifications modified as follows:

• 
  If the MACMP is within ± 5% of the Base, there will be no adjustment.
  

• 
  If the MACMP is more than 105% of the Base, then:
  

Adjustment Factor = (MACMP) - (1.05 x Base)

• 
  If the MACMP is less than 95% of the Base, then:
  

Adjustment Factor = (MACMP) - (0.95 x Base)

PG 64-22 Asphalt in Level 3, ½ Inch Dense Lime Treated HMAC

PG 64-22 Asphalt in Level 3, ½ Inch Dense Lime Treated HMAC In Leveling

Emulsified Asphalt for Tack Coat

Add the following subsection:


00195.11  Fuel Cost Price Escalation/De-escalation - A fuel escalation/de‑escalation clause will be in effect during the life of the Contract.
The Agency reserves all of its rights under the Contract, including, but not limited to, its rights for suspension of the Work under 00180.70 and its rights for termination of the Contract under 00180.90, and this escalation/de‑escalation provision shall not limit those rights.
(a)  Monthly Fuel Price (MFP) - A Monthly Fuel Price (MFP) will be established by the Agency each month. For the actual MFP, go to the Agency website at:
http://www.oregon.gov/ODOT/HWY/ESTIMATING/asphalt_fuel.shtml
The MFP for a given month will be the average weekly price obtained from the OPIS weekly listing dated the first Monday of that month for No. 2 diesel fuel for Portland, Oregon. Prices are based solely on rack and resellers' prices exclusive of freight, taxes, and special discounts. If the average weekly price is not posted by OPIS or is otherwise not available to the Agency for the first Monday of any month for any reason, the Agency may use the average weekly price posted by OPIS immediately before or after the first Monday of that month. If the average weekly prices cease to be available from OPIS for any reason, the Agency in its discretion will select and begin using a substitute price source or index to establish the MFP each month. The Agency does not guarantee that fuel will be available at the MFP.
(b)  Base Fuel Price (Base) - The Base fuel price for this Project is the MFP published on the Agency website for the month immediately preceding the bid opening date.
(c)  Monthly Fuel Adjustment Factor - A Monthly Fuel Adjustment Factor will be determined each month as follows:

• 
  If the MFP is within ± 25% of the Base, there will be no adjustment.
  

• 
  If the MFP is more than 125% of the Base, then:
  

Adjustment Factor = (MFP) - (1.25 x Base)

• 
  If the MFP is less than 75% of the Base, then:
  

Adjustment Factor = (MFP) - (0.75 x Base)

Inches Deep

Cold Plane Pavement Removal, 0 – 2 Inches Deep 0.04 Gal/SQYD

Cold Plane Pavement Removal, 2 – 4 Inches Deep 0.04 Gal/SQYD

Cold Plane Pavement Removal, 2 Inches Deep 0.04 Gal/SQYD

Level 3, ½ Inch Dense Lime Treated HMAC 2.93 Gal/TON

Level 3, ½ Inch Dense Lime Treated HMAC In Leveling 2.93 Gal/TON

The Contractor is cautioned to consider that its operations may require more or less fuel.

Fuel requirements for constructing the Project have been estimated at 117,826.00 gallons, based on fuel factors shown.

□ Guardrail, Type 3 11%

Contractor's Signature Date

SECTION 00196 - PAYMENT FOR EXTRA WORK

Comply with Section 00196 of the Standard Specifications.

SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK

Comply with Section 00197 of the Standard Specifications.

SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS

Comply with Section 00199 of the Standard Specifications.

SECTION 00210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

• 
  Do not stop or hold vehicles on the traveled way, at intersections, or other connecting roadways within the Project limits for more than 15 minutes unless otherwise approved by the Engineer.
  

Add the following bullets to the end of the bullet list:

• 
  Do not place work zone signs or supports that will block existing walkways or existing bikeways.
  

• 
  Do not allow traffic to drive on cold planed surfaces for more than 4 days.
  

Replace subsection (1) with the following:

• 
  No time restrictions
  

Add the following subsections:

SECTION 00225 - WORK ZONE TRAFFIC CONTROL

Comply with Section 00225 of the Standard Specifications modified as follows:

Install a Type "W8" "PUTTING OREGON BACK TO WORK" (CG20-8S-48) sign with a "KEEPING OREGON ON THE MOVE" rider on the Oregon Coast Highway, according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings, in advance of the "ROAD WORK AHEAD" sign at each end of the Project, facing incoming traffic.

Install a "ROAD WORK AHEAD" (W20-1-48) sign with "FINES DOUBLE" (R2‑6‑36) rider on the Oregon Coast Highway, according to sign spacing "A" from the "TCD Spacing Table" shown on the standard drawings. Also, install an "END ROAD WORK" (CG20‑2A‑24) sign approximately 500 feet beyond each end of the Project, facing outgoing traffic.

• 
  Prepare and sign a "TP & DT Daily Report" form (Form No. 734-2474). Submit the report to the Engineer no later than the end of the next working day. As a minimum, include the following items in the report:
  

SECTION 00280 - EROSION AND SEDIMENT CONTROL

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

• 
  If the quantity of hazardous waste projected to be generated meets the requirements for a LQG, prepare a full Hazardous Waste Contingency Plan according to 40 CFR 265 Subpart D. Maintain a copy of the Contingency Plan on‑site at all times during construction activities, readily available to employees and inspectors.
  

• 
  If the quantity of hazardous waste projected to be generated meets the requirements for a SQG, prepare a modified Hazardous Waste Contingency Plan according to 40 CFR 262.34(d)(5) and 40 CFR 265 Subpart C. Maintain a copy of the modified Contingency Plan on‑site at all times during construction activities, readily available to employees and inspectors.
  

• 
  If the quantity of hazardous waste projected to be generated meets the requirements for a CEG, follow the contingency planning and storage requirements of the SQG unless the only potentially hazardous waste is aerosol cans smaller than 20 ounces. Limit storage to 180 days and 2,200 pounds. Prepare a modified Hazardous Waste Contingency Plan and keep a copy on‑site with emergency response procedures and contact information.
  

• 
  Do not discharge contaminated or sediment-laden water, including drilling fluids and waste, or water contained within a work area isolation, directly into any waters of the State or U.S. until it has been satisfactorily treated (for example: bioswale, filter, settlement pond, pumping to vegetated upland location, bio-bags, dirt‑bags). Treatment shall meet the turbidity requirements below.
  
• 
  Do not cause turbidity in waters of the State or U.S. greater than 10% above background reading (up to 100 feet upstream of the Project), as measured 100 feet downstream of the Project.
  
• 
  
  
• 
  If construction discharge water is released using an outfall or diffuser port, do not exceed velocities more than 4 feet per second, and do not exceed an aperture size of 1 inch.
  
• 
  
  
• 
  The Project Manager retains the authority to temporarily halt or modify the Project in case of excessive turbidity or damage to natural resources.
  

Add the following subsection:

• 
  
  
• 
  Secure absorbent material around all stationary power equipment ( for example: generators, cranes, drilling equipment) operated within 150 feet of wetlands, waters of the State and U. S., drainage ditches, or water quality facilities to prevent leaks, unless suitable containment is provided to prevent spills from entering waters of the state and U.S.
  
• 
  
  
• 
  
  

Section 00305, which is not a Standard Specification, is included for this Project by Special Provision.

• 
  Randomly selected without regard for the location of DTM points or triangles
  
• 
  Evenly distributed over the entire DTM area to be validated
  
• 
  Proportionately distributed between confidence point classifications as applicable
  
• 
  At a density sufficient to validate the surface, generally ten per instrument location as used in collecting DTM data or if not applicable, as in data collected photogrammetrically, 2% of DTM points
  

• 
  Provide copies of plans and specifications.
  
• 
  
  
• 
  
  
• 
  
  
• 
  Perform measurements and calculations for pay quantities.
  
• 
  Perform final "as constructed" measurements.
  

• 
  Make calculations, field notes and survey drawings for the layout and control of the work as are necessary to construct the Project as specified.
  
• 
  Provide original or copies of notes, calculations and drawings as requested.
  
• 
  Preserve survey monuments and control stations according to 00305.70 and as governed by applicable law.
  
• 
  Replace and augment control stations as necessary to control the Project.
  
• 
  Establish additional control stations as necessary to control the Project.
  

• 
  Perform slope staking necessary for construction of earthwork including intersections and matchlines.
  

• 
  Set stakes defining limits for clearing. Set stakes defining approximate right-of-way and easements.
  

• 
  Set stakes to define construction centerline, centerline offsets, detour lines, or other lines necessary for control of the Project work.
  

• 
  Set stakes to define the work, that may include but is not limited to the following:
  

• 
  Roadway location and grade.
  
• 
  Fences and gates.
  
• 
  Guardrail, barrier, barricades, and associated features.
  
• 
  Traffic delineators, reflectors, and guide devices.
  
• 
  Temporary and permanent signing *
  
• 
  Temporary and permanent pavement striping and pavement marking devices.
  
• 
  Poles and footings, cabinets, junction boxes, sensors, and other features associated with illumination and signal facilities *
  
• 
  Curbs, walks, stairs, walls, mailboxes, and other miscellaneous structures *
  
• 
  Pipes, manholes, inlets, weirs, settlement basins and other drainage and water quality structures and facilities *
  
• 
  Landscaping items.
  
• 
  Earthwork features including guardrail flares and mounds, berms, and mounds
  
• 
  Buildings and other structures and facilities.
  
• 
  Environmental impact mitigation features.
  

* Including field verification of fit and functionality or as instructed by the Engineer.

• 
  Remove and dispose of all flagging, lath, stakes and other temporary staking material after the Project is completed
  

• 
  For bridge work, supply survey drawings depicting the location and elevations of the elements of substructure and superstructure and place stakes for features including but not limited to the following:
  

• 
  Piling
  
• 
  Footings
  
• 
  Columns, walls, and abutments
  
• 
  Pile caps and cross beams
  
• 
  Bearing pads or devices
  

• 
  Horizontal alignment and deck edges
  
• 
  Soffit grades
  
• 
  Seismic restraints
  
• 
  Wing walls and retaining walls
  
• 
  Bridge end panels
  
• 
  Deck elevations
  
• 
  Railings
  
• 
  Deck drains and other bridge drainage facilities
  

• 
  Set reference stakes and elevations in the vicinity of the structure work, as are necessary for the Engineer to check the layout. This may include establishment of a control network.
  

For bridges, furnish computations, layout notes, and drawings of the structure to the Engineer for review 7 days before beginning construction.

• 
  CAD (graphics) Files - Microstation Design File (.DGN) format.
  
• 
  Horizontal Control Coordinates - ASCII Coordinate File format.
  
• 
  Elevations - ASCII Elevation File format.
  
• 
  Horizontal Alignments - Intergraph Inroads ASCII Horizontal Alignment format.
  
• 
  Vertical Alignments - Intergraph Inroads ASCII Vertical Alignment format.
  
• 
  DTM Data - Intergraph DTM or Microstation Design File (.DGN) format.
  
• 
  Cross Section Data - Cross Section or Station, Offset and Elevation (SOE) File Format.
  

• 
  DTM Data - Intergraph DTM or Microstation Design File (.DGN) format.
  
• 
  CAD (graphics) Files - Microstation Design File (.DGN) format.
  
• 
  "As Staked" Coordinate Data - ASCII Coordinate File format.
  
• 
  Confidence Points - ASCII Coordinate File format.
  
• 
  Vertical Control Point Elevations - ASCII Elevation File format.
  
• 
  Coordinates of Miscellaneous Survey Points Set - ASCII Coordinate File format.
  

• 
  Point IDs are alphanumeric up to 8 characters long.
  
• 
  Coordinates/Elevations are decimal numbers in the units required by the Project.
  
• 
  Feature names are up to 8 character alphanumeric codes.
  
• 
  Descriptions may be up to 27 characters and may contain any combination of printable ASCII characters.
  
• 
  Columns may be separated by spaces or commas.
  
• 
  Name all ASCII coordinate files with an extension of .CRD.
  

Example: 105 216473.675 576231.905 102.562 SET_NTW 1/2 inch iron rod

• 
  Point IDs are alphanumeric up to 8 characters long.
  
• 
  Elevations are decimal numbers in the units required by the Project.
  
• 
  Descriptions may be up to 27 characters and may contain any combination of printable ASCII characters.
  
• 
  Columns may be separated by spaces or commas.
  
• 
  Name all ASCII elevation files with an extension of .ELV.
  

Example: 425 542.768 TBM12, n.w. bolt on lum.

• 
  The station values should be in ascending order.
  
• 
  For each station, the offsets should be in ascending order from left to right.
  
• 
  The pen up (pen down) column distinguishes one cross section from the next.
  
• 
  The first point in each cross section should have a value of 1 in the pen column.
  
• 
  The final point in each cross section should have a value of 2 in the pen column.
  
• 
  All intermediate cross section points should have a value of 0 in the pen column.
  
• 
  Name all cross section data files with an extension of .SOE.
  

Example (This example shows metric units. Provide data in English units.):

(Pen Down)

20+020 - 10.606 268.664 0

20+020 - 2.500 269.012 0

20+020 0.000 269.045 0

20+020 3.500 269.007 0

20+020 12.650 263.004 0

20+020 25.250 261.005 2
(4)  Intergraph Inroads ASCII Horizontal Alignment Format:
Records beginning with an "*" are ignored.

The record beginning with "{" defines the format.

Name all ASCII Horizontal Alignment files with an extension of .HAL.
Example (This example shows metric units. Provide data in English units.):
* INTERGRAPH HORIZONTAL ALIGNMENT TO ASCII

*

* Alignment name: FRS_CON

* Alignment preference: ALI1

*

{ TYPE STATION RADIUS X_CRD Y_CRD DIRECTION SPI_LENGTH

SPI 0+025.455 0.0000 2299501.5693 160282.5292 320^03'23.5393" 25.0000

CIR 0+050.455 -40.0000 2299483.6919 160299.8495 302^09'05.7873" 0.0000

SPI 0+090.052 0.0000 2299445.7747 160302.3626 245^25'56.3948" 25.0000

LIN 0+115.052 0.0000 2299425.7678 160287.5532 227^31'38.6429" 0.0000

CIR 0+139.727 60.0000 2299407.5675 160270.8918 227^31'38.6429" 0.0000

LIN 0+206.006 0.0000 2299345.7282 160259.0654 290^49'08.8378" 0.0000

SPI 0+217.793 0.0000 2299334.7113 160263.2545 290^49'08.8378" 20.0000

CIR 0+237.793 -45.0000 2299315.5846 160268.9480 278^05'12.2142" 0.0000

SPI 0+265.317 0.0000 2299288.8537 160264.5055 243^02'29.0797" 20.0000

LIN 0+285.317 0.0000 2299272.5967 160252.9315 230^18'32.4561" 0.0000

LIN 0+319.254 0.0000 2299246.4821 160231.2576 230^18'32.4561" 0.0000

The record beginning with "{" defines the format.

Name all ASCII Vertical Alignment files with an extension of .VAL.
Example (This example shows metric units. Provide data in English units.):
* INTERGRAPH VERTICAL ALIGNMENT TO ASCII

*

* Alignment name: b1v1

* Alignment preference: default

*

{ TYPE STATION ELEVATION SLOPE VC_LENGTH

PAR 10+021.391 32.6435 -0.002331 15.0000

LIN 10+036.391 32.4096 -0.028856 0.0000

PAR 10+058.666 31.7668 -0.028856 20.0000

LIN 10+078.666 31.4983 0.002002 0.0000

PAR 10+123.970 31.5890 0.002002 44.3355

LIN 10+168.305 32.7639 0.051001 0.0000

PAR 10+183.208 33.5239 0.051001 25.0000

LIN 10+208.208 34.1467 -0.001179 0.0000

LIN 10+235.186 34.1149 0.000000 0.0000

• 
  Components designed to work together.
  
• 
  Suitable for the purpose intended.
  
• 
  Capable of achieving specified tolerances.
  
• 
  In good operating condition.
  
• 
  Maintained to meet manufacturers specifications.
  
• 
  Kept in proper adjustment throughout the duration of the Project.
  

Submit documentation on survey equipment that is new to the industry, to the Engineer for review 21 days prior to its use. The Engineer will evaluate the equipment and intended application and provide approval or rejection within 21 days. Equipment may be used immediately upon approval by the Engineer.

• 
  Maintaining registration as a Professional Land Surveyor in the State of Oregon.
  
• 
  Performing or validating requirements for procedures and testing of equipment.
  
• 
  Maintaining familiarity with the site conditions and progress of the Project.
  
• 
  Becoming familiar with the plans and specifications.
  
• 
  Determining notes and documentation required for types of survey work.
  
• 
  Determining the accuracy required for each survey stake.
  
• 
  Using appropriate equipment and methods.
  
• 
  Keeping close communication with the Project inspector(s), Project Manager, and Agency survey crews working on the Project.
  
• 
  Being familiar with the varying construction survey requirements of each aspect of the Project, including the various bridge construction techniques when applicable.
  
• 
  Notifying the Project inspector of conflicts and changes necessary due to utilities, match point variations, design revisions, or other variables.
  

The survey crew leader is responsible for:

• 
  becoming familiar with the plans and specifications.
  
• 
  keeping close communication with the Project inspector(s), Project Manager, and Agency survey crews working on the Project.
  
• 
  Notifying the Project inspector of conflicts and changes necessary due to utilities, match point variations, design revisions, or other variables.
  

Box Culverts  0.10 ft.  0.05 ft.

Bridge Substructures  0.03 ft.  0.03 ft.

Bridge Superstructures  0.02 ft.  0.02 ft.

Clearing and Grubbing Stakes  1.00 ft. n/a

Construction Centerline Control Points  0.05 ft. n/a

Construction Centerline Station Points  0.10 ft. n/a

Curbs, Walks, and Bikepaths  0.03 ft.  0.02 ft.

Grade Stakes - Roadway Subgrade  0.20 ft.  0.05 ft.

Grade Stakes - Top of Rock  0.20 ft.  0.03 ft.

Grade Stakes - Roadway Finish  0.10 ft.  0.02 ft.

Manholes, Inlets, and Culverts  0.10 ft.  0.03 ft.

PCC Pavement  0.10 ft.  0.02 ft.

Slope Stakes and References  0.30 ft.  0.10 ft.

Traffic Markings  0.20 ft. n/a

Walls - Retaining, MSE, Sound, etc.  0.10 ft.  0.05 ft.

Wetland Mitigation Control Stakes  0.20 ft.  0.20 ft.

Luminaire and Signal Poles (incl. ftgs.)  0.20 ft.  0.03 ft.

• 
  Type of structure
  
• 
  Centerline station
  
• 
  Centerline offset
  
• 
  Reference distance
  
• 
  Cut or fill to top of structure
  
• 
  Center of structure elevation
  

Establish a reference line to control the alignment of the structure. Record data on the Culvert Data Sheet (Form 734-3247) containing staking information for the outlet pipe from the specific drainage structure.

• 
  Use tripods for all occupations with theodolite, target, or GPS antenna.
  
• 
  Test all components and adjust according to manufacturer specifications.
  

• 
  Include in field notes a detailed point description and vicinity sketch for each control station and survey monument established or used.
  
• 
  Perform a minimally and fully constrained Least Squares adjustment.
  
• 
  The line used for the basis of bearing shall be greater than 1,000 feet unless approved by the Engineer.
  
• 
  Prior to using 2 points for the basis of bearing, perform an analysis to verify that the points are actually those indicated in the record.
  
• 
  Control station monuments shall conform to the requirements of the Agency "Right-of-Way Monumentation Policy" available from the Engineer.
  
• 
  If available, include at least three existing control stations in establishing any control network.
  
• 
  Establish a point identifier for each control point within the range of 1 ‑ 399. Alphanumeric point identifiers up to eight characters may be used. Inscribe the point identifier on the monument.
  

• 
  Two-thirds of all values shall be within the total tolerance.
  
• 
  100% of all values shall be within 3 times the total tolerance.
  
• 
  Tolerance for confidence regions at the 95% level is 0.05 feet + 50 ppm based on the shortest distance to the nearest unadjusted control station.
  

• 
  Field notes containing a detailed point description and vicinity sketch for each control station and survey monument established or used.
  
• 
  Minimally and fully constrained least squares adjustment reports.
  

• 
  Use Theodolites with a maximum angular standard of error no greater than ± 6 seconds.
  
• 
  Use EDMs with a maximum distance standard error no greater than  0.02 feet ± 5 ppm.
  
• 
  All components shall be of compatible accuracy and designed to be used together.
  

• 
  Include distance measurements with all observations unless impractical.
  
• 
  Have at least one redundant observation for every point in the network.
  
• 
  Triangulation, trilateration, and resection methods are acceptable.
  

• 
  Tolerance for angle residuals is ± 3 seconds.
  
• 
  Tolerance for distance residuals is  0.02 feet ± 2 ppm.
  

• 
  Raw Data Files - These are electronic data files containing original measurements produced by the Theodolite (total station). The file shall contain:
  

• 
  Observation data for each measurement, including:
  

• 
  point identifier
  
• 
  direction, plate reading, or horizontal angle
  
• 
  vertical or zenith angle
  
• 
  slope distance
  

• 
  Supplemental measurement data, including:
  

• 
  distance units recorded
  
• 
  angular units recorded
  
• 
  curvature and refraction correction applied
  
• 
  atmospheric correction applied
  
• 
  prism correction applied
  

• 
  Codes or instructions to the processing software on how to process the data.
  
• 
  Atmospheric conditions at the time of the survey.
  
• 
  Angular and distance units recorded, and whether the distance has been corrected for curvature and refraction and/or atmospheric conditions.
  

• 
  Set Reduction Report - This report summarizes the reduction of the angle sets and mean distances.
  

• 
  Least Squares Adjustment Reports - These reports contain details of the least squares adjustment, including a list of all angular and distance residuals, confidence region values at a 95% confidence level, and final adjusted coordinates.
  

• 
  GPS receivers shall be dual frequency geodetic receivers with a manufacturer-specified accuracy of  0.02 feet ± 1 ppm or better.
  
• 
  All components shall be of compatible accuracy and designed to be used together.
  

• 
  Ensure that satellite geometry during the field observation phase is sufficient to produce accurate results. The geometric dilution of precision (GDOP) shall not be greater than 8.
  
• 
  The number of healthy satellites being observed at any time shall be four or more.
  
• 
  The elevation mask shall be not less than 15 degrees.
  
• 
  Horizontal survey measurements, once completed, shall form a closed figure, and shall be connected to at least two existing horizontal control stations.
  
• 
  Network shall be comprised entirely of independent baselines.
  
• 
  Adjacent stations shall have direct connections.
  
• 
  Every station shall be connected to two or more stations.
  
• 
  Receiver documentation shall be followed for observation times and epoch intervals.
  
• 
  Each control station shall be occupied no less than twice, of which two occupations shall be separated from each other by time. Separation shall be measured start-time to start-time. Separation shall be 90 minutes or more from initial occupation and 90 minutes or more from any 12 hour multiple thereafter for 30 days. Additional occupations beyond two are not subject to time restrictions.
  
• 
  Back-to-back occupations of 90 minutes or more shall be separated by off leveling and re-setting the tripod and rotation of the tribrach or leveling equipment by 120 degrees or more.
  
• 
  Stations closer together than 1,500 feet shall be connected with terrestrial observations.
  
• 
  Inter-visible stations closer together than 3,000 feet shall be connected with terrestrial observations.
  

• 
  Tolerance for linear residuals in latitude, longitude, and elevation is ± 0.05 feet.
  

• 
  Receiver Independent Exchange (RINEX) Data Files - These are industry‑standard non-proprietary electronic data files containing original data collected by the receiver. The provided files shall contain all data supported by both the RINEX file format and the equipment and software employed in the survey. Files provided shall include as a minimum:
  

• 
  GPS observation data file
  
• 
  GPS navigation message file
  

• 
  Observation Log Sheet - This log includes, for each observation, start and stop times, and antenna height including measurement procedure.
  

• 
  Least Squares Adjustment Reports - These reports contain details of the least squares adjustment, including a list of all latitude, longitude, and height residuals, confidence region values at a 95% confidence level, and final adjusted coordinates.
  

• 
  Identical to requirements for Theodolite/EDM networks.
  

• 
  Include distance measurements with all observations unless impractical.
  
• 
  Close both traverse for angle and distance.
  

• 
  Adjustment Report - This report contains details of the traverse adjustment, including adjusted coordinates.
  

• 
  Other Reports - All data required for Theodolite/EDM networks except least squares adjustment report.
  

• 
  Use a compensated (or "automatic") optical level or compensated digital level.
  
• 
  Use precise non-adjustable rod(s) unless otherwise directed. Do not use "Lenker" or self-computing rods.
  
• 
  Use a rod level with each rod.
  
• 
  Include a minimum of two published bench marks in each circuit unless otherwise directed.
  
• 
  If the circuit between benches does not close within the tolerance stated below, close circuit back to the starting point.
  
• 
  If the use of one benchmark is approved, close circuit back to the starting point.
  
• 
  Select turning points that are firm, solid objects with a defined high point. Set a nail, spike, or stake if no existing items are acceptable. Turning plates with a weight of not less than 4.5 pounds may be used.
  
• 
  Balance backsight and foresight distances to within 30 feet on each setup and to within 30 feet on the entire circuit.
  
• 
  Make a record of the rod reading(s) and the observation distance on each sighting
  
• 
  Set TBMs near significant construction items (bridges, intersections, and other locations where elevations will be needed) and not more than 1,000 feet apart throughout the Project.
  
• 
  Select TBM monuments that are firm, solid objects with a defined high point, not likely to be moved by human or natural influences, readily identifiable, and out of the path of construction. Do not use fire hydrants, guardrails, highway signs, or nails or spikes in utility poles or fence posts.
  
• 
  Include detailed point descriptions and vicinity sketch in field notes.
  
• 
  Take field notes when recording measurements electronically. Include data and information not electronically measured and recorded.
  
• 
  Apply a vertical least squares adjustment to allowable errors. The use of proportional distribution of error may be used if approved by the Engineer.
  

• 
  Accept point to point circuit based on the following. Error of closure shall be no greater than:
  

• 
  If a closed loop, the error of closure shall be no greater than:
  

• 
  Raw Data - These are hand written field notes or hand written field notes accompanied by electronic data files containing original measurements produced by the level. The file shall contain:
  

• 
  Data for each measurement, including a:
  

• 
  point identifier (within a range of 400 - 499 and also inscribed on the monument)
  
• 
  rod reading
  
• 
  observation distance
  

• 
  Supplemental measurement data, including:
  

• 
  distance units recorded
  
• 
  curvature and refraction correction applied
  

• 
  Level Computation Report - This report contains the computation of unadjusted elevations, observation distance imbalances, computer allowable error, and closure error.
  

• 
  Level Adjustment Report - This report contains the adjustment details, including residual values, adjusted elevations and standard errors.
  

• 
  ASCII Elevation Data File
  

• 
  Supply a list of original Project horizontal and vertical control stations intended by the Contractor to be used in establishing positions on a given bridge.
  
• 
  Measure relative positions of original Project horizontal control stations intended to be used.
  
• 
  Measure elevation differences between original Project vertical control stations intended to be used.
  
• 
  Supply horizontal and vertical measurement data to the Engineer.
  
• 
  Compare measured values with those computed from original horizontal network coordinates and vertical network elevations.
  
• 
  Any discrepancy of concern to either the Contractor or the Engineer will be resolved before that combination of control stations is used.
  

Stake alignment of structure as needed at each stage of construction. Stake alignment of poured-in-place items at 10 foot stations or as established by the Engineer. Stake alignment for the following items as needed to maintain the horizontal tolerance defined in 00305.40:

• 
  Outside edge of girder(s).
  
• 
  Face(s) or centerline(s) of internal girders or stem walls.
  
• 
  Edge of deck.
  
• 
  Alignment of grade breaks.
  
• 
  Pedestrian and bicycle facilities.
  
• 
  Rails and railings.
  

Stake grades at each stage of construction. Stake grade of poured-in-place items at 10 foot stations, or as established by the Engineer. Apply corrections to design grades based on the dynamics of the evolving structure. Corrections that may be required depend upon the design of the bridge and the construction methods employed. Provide correction values to the Engineer at least 15 working days prior to incorporating into the structure. The following list is examples of possible corrections:

• 
  Design camber (upward adjustment to compensate for anticipated deflection).
  
• 
  Structural deflection (deflection of the bridge under its own increasing weight).
  
• 
  Post tensioning lift (upward movement of the bridge under post tensioning forces).
  
• 
  Structural shifting (dynamics of the bridge under eccentric loading).
  
• 
  Falsework deflection (deflection of falsework beams under increasing weight).
  
• 
  Falsework crush (compression of falsework supports under increasing weight).
  
• 
  Form crush (compression of forms under increasing weight).
  
• 
  Equipment deflection (deflection of deck finishing machine or deck rails).
  
• 
  Other adjustments to staked value to achieve the design grade.
  

Comply with Section 00310 of the Standard Specifications modified as follows:

Section 00334, which is not a Standard Specification, is included in this Project by Special Provision.

Comply with Section 00440 of the Standard Specifications modified as follows:

SECTION 00442 - CONTROLLED LOW STRENGTH MATERIALS

Comply with Section 00442 of the Standard Specifications.

SECTION 00480 - DRAINAGE CURBS

Comply with Section 00480 of the Standard Specifications.

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

Comply with Section 00490 of the Standard Specifications.

SECTION 00503 - BRIDGE DECK COLD PLANE PAVEMENT REMOVAL

Comply with Section 00503 of the Standard Specifications modified as follows:

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

Comply with Section 00620 of the Standard Specifications modified as follows:

SECTION 00640 - AGGREGATE BASE AND SHOULDERS

Comply with Section 00640 of the Standard Specifications.

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

SECTION 00745 - HOT MIXED ASPHALT CONCRETE (HMAC)

Comply with Section 00745 of the Standard Specifications modified as follows:


00745.00  Scope - Add the following paragraph to the end of this subsection:
Lime treatment of new aggregate is required on this Project.
00745.03  Reclaimed Asphalt Pavement (RAP) Material - In the paragraph that begins "The amount of…", replace the sentence that begins "The amount of…" with the following sentence:
The amount of asphalt cement in the RAP shall be established in the mixture design phase according to ODOT TM 319 and the ODOT Contractor Mix Design Guidelines for Asphalt Concrete or other method if approved by the Engineer.
00745.10  Aggregate - In the paragraph that begins "Provide and stockpile…", remove the words "and RAP aggregates".
00745.10(b-3)  Grading - Replace the tolerance table with the following table:
Separated Sizes

1 1/4" - 3/4" 3/4" - No. 4 3/4" - 1/2" 1/2" - No. 4
Percent Passing (by Weight)

Sieve Size T T T T
1 1/2"  1   

1 1/4"  5   

1"  10  1  1 

3/4"  5  5  7  1

1/2"   8  8  5

3/8" *    

No. 4  3  8  8  8

No. 8   5  5  5

No. 16 *   - 

No. 30  1  3  3  3

No. 50 *    

No 100 *    

No 200   1.0  1.0  1.0
* Report percent passing sieve when no tolerance is listed.
00745.10(c-3)  Grading - Replace the tolerance table with the following table:
Separated Sizes

No. 4 - 0 No. 4 – No. 8 No. 8-0
Percent Passing (by Weight)

Sieve Size T T T

3/8" -1 -1 

No. 4  7  10 -1

No. 8  7  7  10

No. 16 *   

No. 30  7  5  8

No. 50 *   

No 100 *   

No 200  3.0  2.0  4.0
* Report percent passing sieve when no tolerance is listed.
Add the following subsection:
00745.11(d)  Aggregate Treatment - Latex Polymer - A latex polymer aggregate treatment material may be used to treat new crushed aggregates instead of lime if Tensile Strength Ratio test results on the mixture with the latex polymer treatment at the JMF meet the minimum criteria in 00745.13(b).
(1)  General:
a.  Provide a system to automatically meter the latex emulsion at the proper rate and apply the emulsion uniformly to the aggregate prior to the addition of the asphalt cement. Follow manufacturer’s recommendations to set up, adjust and calibrate the equipment.
b.  Demonstrate to the Engineer’s satisfaction that the required application rate of latex solids is being met. If it is not, take corrective action. Document and notify the Engineer of the corrective action.
(2)  Material - Use latex polymer emulsion concentrate meeting the following:
Minimum Maximum Test Method
Solids Percent 66.0 71.0 ASTM D 1417

pH 9.75 11.25 ASTM D 1417

Brookfield Viscosity ─ 2000 ASTM D 1417

Spindle 2, 20 RPM, cPs

• 
  Providing at least one CAT-1 full-time at each plant site when producing mixture for the Project.
  

• 
  Air Voids
  
• 
  Voids in Mineral Aggregate (VMA)
  
• 
  Voids Filled with Asphalt (VFA)
  
• 
  P No. 200 / Effective AC (Pbe) Ratio
  

The running averages of four MDV results shall be within the limits given below:

VMA 4 samples 11.5 - 17.0 (1" Mix)

12.5 - 17.0 (3/4" Mix)

13.5 - 17.0 (1/2" Mix)

14.5 - 17.0 (3/8" Mix)

VFA 4 samples 65 - 75 (3/4" and 1/2" Mix in

Level 2, 3 and 4)

65 - 78 (3/8" Mix in

Level 2, 3 and 4)

70 - 80 (1/2" and 3/8" Mix in

Level 1)

Passing No. 200 / Pbe 4 samples 0.8 - 1.6

Breakdown and

Intermediate 8 ton 10 ton 12 ton

Finish 6 ton 8 ton 10 ton

• 
  Have a minimum gross static weight meeting the requirements of 00745.24(a).
  

• 
  Before placing each leveling lift.
  
• 
  Before placing the top base course for new construction.
  

Line and grade for the top base course of new construction and top leveling lift shall be within 1/2 inch of design line and grade.

All other lifts 92.0

• 
  Profile to a maximum depth of 0.3 inch with abrasive grinder(s) equipped with a cutting head comprised of multiple diamond blades and apply an emulsified asphalt fog coat as directed.
  

Add the following sentence to the end of the paragraph that begins "When RAP materials are used...":

Comply with Section 00748 of the Standard Specifications.

SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES
Comply with Section 00749 of the Standard Specifications.

SECTION 00810 - METAL GUARDRAIL

Comply with Section 00810 of the Standard Specifications.

SECTION 00812 - ADJUSTING GUARDRAIL

Comply with Section 00812 of the Standard Specifications.


SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

Comply with Section 00850 of the Standard Specifications modified as follows:

• 
  Place two parallel lines simultaneously with 4 inch minimum to 12 inch maximum spacings between the two lines.
  
• 
  Place the entire width of a line in one pass.
  

• 
  Thickness of flat, surface applied lines:  + 1/3 of the specified thickness,  1/10 of the specified thickness
  

Use a 30 meter geometry retroreflectometer to measure the retroreflectivity within 48 hours of curing, except for paint applications:

Comply with Section 00855 of the Standard Specifications modified as follows:

Comply with Section 00865 of the Standard Specifications.

SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS ‑ LEGENDS AND BARS

Comply with Section 00867 of the Standard Specifications modified as follows:

(a) Pavement Legend, Type B: Arrows Each

(b) Pavement Bar, Type B Square Foot

In items (a) through (b), the type of pavement marking material will be inserted in the first blank.

Item (a) includes single or multiple headed arrows as required.

Item (b) includes all transverse pavement markings that are defined as a "BAR", including but not limited to, stop bars, crosswalk bars, chevron bars, transverse median bars, and transverse shoulder bars.

Payment will be payment in full for furnishing and placing all materials, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified.
Payment for work under this Section will be limited to 75% of the amount due until the Agency has received the signed warranty.

SECTION 00868 - NO PASSING ZONE PADDLE MARKERS

Section 00868, which is not a Standard Specification, is included in this Project by Special Provision.

Description
00868.00  Scope - This work consists of removal and disposal of existing no passing zone paddles and posts as needed and furnishing and installing new posts and no passing zone paddle markers as shown or established.
Materials
00868.10  Materials - Furnish materials shall meet the following requirements:
Galvanized support posts...............................................................From QPL

Target members.............................................................................From QPL

Black nonreflective sheeting for no passing zone arrows…...........From QPL
00868.11  Use of Salvage Materials – No passing zone paddle components salvaged from existing no passing zone paddles may be reused in new permanent paddle installations providing they are of the current design, conform to the Specifications and are free of damage that would impair their appearance or serviceability.
Suitability of salvaged materials proposed for reuse will be determined by the Engineer.
Construction
00868.40  Lines, Grades and Preparation Work – Install posts to the lines, grades and spacings as shown and as established. To avoid difficult installation at any individual post site, the spacing may deviate perpendicularly from roadway a maximum of 36 inches. No deviation is allowed longitudinally with the roadway unless approved by the Engineer. Remove vegetative growth from the post sites as needed for installation.
00868.41 Installation of Posts – Post depths may vary from that recommended by the

manufacturer. Posts set in sandy, gravelly or other unconsolidated material may need to be longer to provide adequate anchorage. Posts may be shortened to avoid unnecessary penetration in solid rock or in large rock fragments, as approved. If set in rock, drill a 9 inch deep hole, 1 inch greater in diameter than the large dimension of the post, and grout in place using grout as described in Section 02080. The posts shall be vertical and firm. Remove and discard posts that become split, cracked, twisted, or bent, or whose tops become badly misshapen during installation, and replace with undamaged posts. Post to be located approximately at the right of way or as directed.

00868.42 Target Members – Assemble, fasten, set and align target members appropriate to the type and arrow direction involved as shown or directed. All fastenings shall be tight. Attach the black non-reflective sheeting to the posts by an approved positive means, which has adequate strength to prevent loss of the non-reflective material during the life of the post or target.
Finishing and Clean Up
00868.70 General – Remove and dispose of excess excavated materials, litter, and debris resulting from the operations according to 00290.20. Finish the surface around the support to match the surrounding surface or as shown. Remove vegetative growth from the post sites as needed for visibility from the roadway and installation.
Measurement
00868.80 Measurement – The quantities of no passing zone paddles and posts will be measured on the unit basis.
Payment
00868.90 General– The accepted quantities of no passing zone paddles and posts will be paid for at the Contract unit price per each for the item “No Passing Zone Paddle Markers”.
Payment will be payment in full for furnishing and placing all materials, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified.
No separate or additional payment will be made for preparation work, earthwork, grouting, backfilling, removal of vegetation, and cleaning up.

SECTION 02110 - POSTS, BLOCKS, AND BRACES

Comply with Section 02110 of the Standard Specifications modified as follows:

02110.40(a)  Grading - Replace the Douglas Fir and Hem‑Fir grading requirements with the following grading requirements:
Species 4" x 4" 4" x 6" 6" x 6"

and Larger
Douglas Fir 124‑c WCLIB 123‑c WCLIB 131‑cc WCLIB

42.12 WWPA 62.12 WWPA 80.12 WWPA

Hem-Fir 124‑c WCLIB 123‑c WCLIB (not allowed)

42.12 WWPA 62.12 WWPA (not allowed)

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