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					                   BID BOOKLET
          FOR HIGHWAY CONSTRUCTION




   OREGON DEPARTMENT OF TRANSPORTATION
              SALEM, OREGON




            GRADING, STRUCTURES, PAVING,

              ILLUMINATION AND SIGNALS

       BARNETT ROAD – BLUE HERON PARK UNIT 2C

             BEAR CREEK GREENWAY TRAIL

                  JACKSON COUNTY

                  SEPTEMBER 17, 2009




CLASS OF PROJECT X-CM-STP-C029(059)
CLASS OF WORK BRIDGES AND STRUCTURES
BID OF
                                 DESCRIPTION OF WORK


                    Grading, Structures, Paving, Illumination and Signals
                          Barnett Road – Blue Heron Park Unit 2C
                                Bear Creek Greenway Trail
                                      Jackson 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 17th
day of September, 2009.

Prior to 8:00 a.m. on the above date, submit Bids to:
ODOT Procurement Office, Procurement Manager
455 Airport Road SE, Building K
Salem, Oregon 97301-5348.

Between 8:00 a.m. and 9:00 a.m. on the above date, submit Bids to Building K at the above
address or to:
Oregon Department of Transportation
455 Airport Road SE, Building E
Salem, Oregon.


                                 COMPLETION TIME LIMIT


Complete all Work to be done under the Contract, except for seeding establishment, not
later than July 31, 2010.


                                   CLASS OF PROJECT


This is a Federal-Aid Project.


                                    CLASS OF WORK


The Class of Work for this Project is: Bridges and Structures.
                         APPLICABLE SPECIAL PROVISIONS


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.

Bidders are cautioned against basing their Bids on a booklet bearing any different
description, date(s), class of project, or class of work.
          SPECIAL PROVISIONS
      FOR HIGHWAY CONSTRUCTION



OREGON DEPARTMENT OF TRANSPORTATION
           SALEM, OREGON




        GRADING, STRUCTURES, PAVING,

          ILLUMINATION AND SIGNALS

   BARNETT ROAD – BLUE HERON PARK UNIT 2C

        BEAR CREEK GREENWAY TRAIL

              JACKSON COUNTY

             SEPTEMBER 17, 2009




                This Project Includes 2009 American
                Recovery & Reinvestment Act (ARRA)
                Stimulus Funding
                                 DESCRIPTION OF WORK


                    Grading, Structures, Paving, Illumination and Signals
                          Barnett Road – Blue Heron Park Unit 2C
                                Bear Creek Greenway Trail
                                      Jackson 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 17th day of September, 2009.


                                 COMPLETION TIME LIMIT


Complete all Work to be done under the Contract, except for seeding establishment, not
later than July 31, 2010.


                                   CLASS OF PROJECT


This is a Federal-Aid Project.


                                     CLASS OF WORK


The Class of Work for this Project is: Bridges and Structures.


                                 PROJECT INFORMATION


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

Jeff Bernardo, Project Manager, OBEC Consulting Engineers, 831 O'Hare Parkway,
Medford, OR 97504-4005; Phone (541) 774-5590, FAX (541) 774-5591.

Kelli Sparkman, ODOT Local Agency Program Liaison, 100 Antelope Road, White City,
OR 97503; Phone (541) 774-6383.
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                        TABLE OF CONTENTS FOR SPECIAL PROVISIONS

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 GOAL AND TARGET
ON-THE-JOB TRAINING
PROJECT WAGE RATES
WEB SITE ADDRESSES
WORK TO BE DONE .......................................................................................................... 1
SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND
                DEFINITIONS ....................................................................................... 2
SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES................................ 2
SECTION 00130 - AWARD AND EXECUTION OF CONTRACT ........................................ 2
SECTION 00140 - SCOPE OF WORK ................................................................................ 2
SECTION 00150 - CONTROL OF WORK ........................................................................... 3
SECTION 00160 - SOURCE OF MATERIALS .................................................................... 5
SECTION 00165 - QUALITY OF MATERIALS .................................................................... 5
SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES .................................... 5
SECTION 00180 - PROSECUTION AND PROGRESS ....................................................... 7
SECTION 00190 - MEASUREMENT OF PAY QUANTITIES .............................................. 9
SECTION 00195 - PAYMENT ............................................................................................. 9
SECTION 00196 - PAYMENT FOR EXTRA WORK ...........................................................10
SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK ........................................10
SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS ..................................10
SECTION 00210 - MOBILIZATION ....................................................................................11
SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC ....................................11
SECTION 00225 - WORK ZONE TRAFFIC CONTROL .....................................................11
SECTION 00270 - TEMPORARY FENCES .......................................................................12
SECTION 00280 - EROSION AND SEDIMENT CONTROL ...............................................14
SECTION 00290 - ENVIRONMENTAL PROTECTION ......................................................14
SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS .......................16
SECTION 00320 - CLEARING AND GRUBBING ...............................................................16
SECTION 00330 - EARTHWORK ......................................................................................16
SECTION 00350 - GEOSYNTHETIC INSTALLATION .......................................................18
SECTION 00390 - RIPRAP PROTECTION ........................................................................18
SECTION 00440 - COMMERCIAL GRADE CONCRETE ...................................................19
SECTION 00442 - CONTROLLED LOW STRENGTH MATERIALS ..................................19
SECTION 00480 - DRAINAGE CURBS .............................................................................19
SECTION 00512 - DRILLED SHAFTS ...............................................................................20
SECTION 00530 - STEEL REINFORCEMENT FOR CONCRETE .....................................21
SECTION 00540 - STRUCTURAL CONCRETE ................................................................21
SECTION 00542 - ARCHITECTURAL TREATMENT .........................................................31
SECTION 00561 - PREFABRICATED STEEL BRIDGES ..................................................32
SECTION 00585 - EXPANSION JOINTS ...........................................................................36
SECTION 00587 - BRIDGE RAILS ....................................................................................37
SECTION 00593 - POWDER COATING METAL STRUCTURES ......................................37
SECTION 00594 - PREPARING AND COATING METAL STRUCTURES .........................38



                                                             i
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

SECTION 00596 - RETAINING WALLS .............................................................................38
SECTION 00640 - AGGREGATE BASE AND SHOULDERS .............................................41
SECTION 00730 - EMULSIFIED ASPHALT TACK COAT..................................................42
SECTION 00744 - MINOR HOT MIXED ASPHALT CONCRETE (MHMAC)
                PAVEMENT .........................................................................................42
SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE
                STRUCTURES ....................................................................................44
SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS .....................45
SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT .............................45
SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND
                BARS ...................................................................................................46
SECTION 00930 - METAL SIGN SUPPORTS ...................................................................47
SECTION 00940 - SIGNS ..................................................................................................47
SECTION 00950 - REMOVAL OF ELECTRICAL SYSTEMS .............................................48
SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS ....................48
SECTION 00962 - METAL ILLUMINATION AND TRAFFIC SIGNAL SUPPORTS .............48
SECTION 00963 - SIGNAL SUPPORT DRILLED SHAFTS ...............................................49
SECTION 00970 - HIGHWAY ILLUMINATION ..................................................................49
SECTION 00990 - TRAFFIC SIGNALS ..............................................................................50
SECTION 01030 - SEEDING .............................................................................................51
SECTION 01050 - FENCES...............................................................................................51
SECTION 02110 - POSTS, BLOCKS, AND BRACES ........................................................53
SECTION 02630 - BASE AGGREGATE ............................................................................53
SECTION 02925 - TRAFFIC SIGNAL MATERIALS ...........................................................53
SECTION 02926 - HIGHWAY ILLUMINATION MATERIALS .............................................54
BID SCHEDULE




                                                            ii
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals




                         ASSIGNED DBE CONTRACT GOAL

                               FOR AFDBE AND ASDBE




      The assigned minimum DBE (AFDBE/ASDBE) goal for this Project is _0_ %.


             (This goal is only a part of the overall Statewide DBE program.)




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.
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals




                   ASSIGNED MWESB ASPIRATIONAL TARGETS




           The assigned MWESB aspirational target for this Project is _0_ %




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.
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

               FEDERAL ON-THE-JOB TRAINING SPECIAL PROVISIONS


This On-the-Job Training (OJT) special provision supersedes subparagraph 7e of the
"On-Site Workforce Affirmative Action Requirements for Women and Minorities on
Federal-Aid Contracts" and is in implementation of 23 U.S.C. 140(a). All other provisions
apply.

Section 1: On-the-Job Training Policy Statement

The Contractor shall take all necessary and reasonable steps to ensure that minorities and
women have the opportunity to compete for and participate as trainees or apprentices and
to develop as journey-level workers in the type of trade or job classification employed.
Contractors may use either a Bureau of Labor and Industries (BOLI) apprenticeship or
training program, or develop their own on-the-job training program approved by Oregon
Department of Transportation (ODOT) and Federal Highway Administration (FHWA) to
satisfy this OJT requirement.

Section 2: Affirmative Action Requirement

Training and upgrading minorities and women in highway construction trades is the primary
goal of these special provisions. This shall be accomplished by making systematic and
direct recruitment efforts through public and private sources that are likely to yield minorities
and women available for training on the work under this contract.

When filling these training positions, Contractors and subcontractors are encouraged to hire
women and minorities who have previously been approved to participate in the On-the-Job
Training Program and have not yet completed their training, or who are currently registered
in a BOLI-approved apprenticeship or training program.

Whenever minorities or women are not placed in training positions specified in these
special provisions, the Contractor shall provide documented evidence of its affirmative
action recruitment efforts. ODOT will review the Contractor’s recruitment efforts to
determine whether the Contractor has satisfied the Good Faith criteria specified in the
"On Site Workforce Affirmative Action Requirements for Women and Minorities on
Federal-Aid Contracts".

Neither the provisions of any collective bargaining agreement, nor the failure by a union
with whom the Contractor has a collective bargaining agreement, nor any agreement the
Contractor has with a joint apprenticeship and training committee, shall excuse the
Contractor’s obligations under these special provisions.

This training commitment is not intended, and shall not be used, to discriminate against any
applicant for training, whether members of a minority group or not.

Whenever trainees or apprentices are terminated, the Contractor shall provide documented
evidence to the Project Manager that shows cause for the termination or voluntary
separation.




Federal OJT                                                                              Page 1
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

Section 3: Assigned On-the-Job Training Positions

The number of on-the-job training positions required under these special provisions is 1.
The ratio of apprentices to journey level workers shall be in accordance with the accepted
standards for the particular craft or occupation. For OJT programs developed by the
Contractor, the ratio of trainees to journey level workers shall be spelled out in the training
program and are subject to approval by ODOT and FHWA.

Whenever a portion of the contract work is subcontracted, the Contractor shall determine
how many, if any, of the trainees or apprentices are to be trained by the subcontractor. The
Contractor, however, shall retain the responsibility for meeting the training requirements of
these special provisions and shall also ensure that these provisions apply to each
subcontract to which training positions are assigned.

A Contractor’s request to substitute an on-the-job training position from one craft to another
craft must be approved by ODOT’s Office of Civil Rights.

Section 4: Training Requirements

The intent of these provisions is to provide real and meaningful training in the construction
crafts rather than clerical or secretarial positions. Training in classifications such as flagger,
bookkeeper, clerk/typist or secretary is not permissible. Training is permissible in lower
level management positions such as office engineers, estimators, etc., where the training is
oriented toward construction applications and is approved by the Federal Highway
Administration. Off-site training is permissible only when it is an integral part of an
approved training program, meets the criteria under Section 8, paragraph 4 of these special
provisions, and does not comprise a significant part of the overall training.

The Contractor must have and maintain at all times sufficient equipment and fully trained
journey level workers to train apprentices or trainees in the work processes and comply with
these special provisions. A valid certification by an appropriate apprenticeship committee
that the Contractor is an approved training agent shall be prima facie proof of compliance
with this requirement.

Section 5: Training/Apprenticeship Programs

Training under these provisions shall be conducted in accordance with a training program
submitted by the Contractor and approved by ODOT's Office of Civil Rights and the Federal
Highway Administration (FHWA). OJT programs for which the Contractor has obtained
approval of BOLI’s Oregon State Apprenticeship and Training Council shall be accepted
under these provisions.

Training Programs (ODOT Form 731-0335) shall be submitted at the pre-construction
conference. ODOT will track training activities provided by the Contractor to trainees
working under an approved training program. The Contractor shall provide ODOT with
monthly progress reports for all trainees working under an approved training program.

Trainees shall be paid at least 60% of the appropriate minimum journey level rate specified
in the contract for the first half of the training period, 75% for the third quarter of the training
period, and 90% for the last quarter of the training period. If apprentices are enrolled in
BOLI-registered program, the appropriate rates approved by the Department of Labor or in



Federal OJT                                                                                 Page 2
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

connection with the apprenticeship program shall apply to all trainees being trained for the
same classification who are covered by this special provision.

Each individual Training Program must be approved by ODOT’s Office of Civil Rights prior
to commencing work in the craft in which the trainee will be trained. The Contractor or
subcontractor who is training an individual not enrolled in an apprenticeship program must
be able to certify in some manner that the trainee has completed an on-the-job training
program. This certification will be provided to the trainee and a copy to ODOT’s Office of
Civil Rights upon completion of the training program.

Section 6: Reports

The Contractor and each subcontractor training under these provisions shall complete and
submit to the appropriate ODOT Project Manager the following reports:

      Upon attending pre-construction conference, the Training Program (Form 731-0335)
       completed and signed by the Contractor stating the types of training to be provided
       on the contract.

      Prior to beginning work, an Apprentice/Trainee Approval Request (Form 731-0294)
       completed and signed by the Contractor stating who will be trained, the estimated
       date the training is to begin on the project, and the estimated number of hours of
       training for each person to be trained.

      By the 10th of each month, an Apprentice/Trainee Monthly Progress Record (Form
       731-0332) for each person participating in the On-the-Job Training Program,
       completed and signed by the trainee. The Monthly Progress Record that a
       Contractor or subcontractor routinely sends to an apprenticeship program may be
       used in lieu of the ODOT Apprentice/Trainee Monthly Progress Record.

      By the 10th of each month, an Employment Utilization Report (Form 731-0394).
       This report reflects work hours by craft, race and gender. This report is required of
       all Contractors and subcontractors on contracts valued $10,000 and above,
       regardless of their participation in the OJT Program.

      Upon completion of the contract, document to trainee and ODOT the amount and
       type of training completed.

All required forms will be sent to the Contractor and ODOT Project Manager by the Office of
Civil Rights at the time of contract award. Additional forms may be obtained from the Office
of Civil Rights by calling (503) 986-4350.




Federal OJT                                                                         Page 3
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

Section 7: Monitoring and Compliance

ODOT will monitor the Contractor’s actions for compliance with these special provisions.
Actions, which will be monitored, include:

      Employment of trainees as required for this contract.
      Demonstration of Good Faith Efforts when contractually required training provisions
       are not filled with affirmative action candidates.
      Maintenance of the records and submission of the reports required by these
       provisions.

If the Contractor does not comply with these special provisions, ODOT may withhold
progress payments until compliance with the above is achieved, or impose other lawful
remedies, including holding the Contractor in breach. Two breaches of contract exposes
the Contractor to revocation of ODOT’s prequalification status and/or disqualification from
all State of Oregon public contracting opportunities.

If subcontractors participate in the OJT Program, the Contractor will be responsible for the
subcontractor’s compliance with the requirements of these special provisions in accordance
with Section 00180.10 of the Supplemental Specifications.

Section 8: Measurement and Payment

The pay quantity for On-the-Job Training will be measured by the actual number of hours of
training provided, measured to the nearest one-half hour.

Except as otherwise noted below, the Contractor will be paid training provided to an
employee approved by ODOT and trained in accordance with an approved training
program. The Contractor must obtain approval from ODOT to overrun OJT bid item hours
beyond the quantity shown in the bid schedule in order to be eligible for reimbursement.
Payment may be made for training persons in excess of the number specified in Section 3,
provided the following has been approved by ODOT prior to the date that excess training
commences.

      The number, names, gender and race of additional trainees.
      The craft(s) in which training is to be provided.
      A training program for each trainee.
      If not minority or female, documentation of good faith efforts to recruit minorities and
       women in proposed positions.

Payment for training under these provisions will be made even though the Contractor
receives additional training program funds from other sources, provided such other sources
do not specifically prohibit the Contractor from receiving other reimbursement.
Reimbursement for off-site training will only be made where the Contractor does one or
more of the following and the trainees/apprentices are concurrently employed in a Federal-
aid project:

      Contributes to the cost of the training.
      Provides the instruction to the trainee/apprentice.
      Pays the trainee’s/apprentice’s wage during the off-site training period.



Federal OJT                                                                            Page 4
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

Payments made to the Contractor may be recalled if either the failure to provide the
required training, or the failure to hire the trainee/apprentice upon completion of the
contractor’s OJT program is caused by the Contractor’s lack of Good Faith Efforts in
meeting the requirements of the special provisions. Such lack of Good Faith Efforts shall
constitute non-compliance and may lead to Breach of Contract.

The item "On-the-Job Training" will be paid in full for training provided and properly
documented, in conformance with these provisions.

No payment for training will be made until the Contractor has submitted all required
documentation and approved by ODOT.

The item "On-the-Job Training" is intended to cover the Contractor’s additional costs
associated with administering the On-the-Job Training provisions of this contract. The On-
the-Job Training bid item is not intended to reimburse the Contractor for actual costs nor for
the hourly wage or fringe benefits of the trainee.


                                           ********


                                                                                   June 2006




Federal OJT                                                                           Page 5
                    OREGON DEPARTMENT OF TRANSPORTATION

                                 SPECIAL PROVISIONS

                                           FOR




                   Grading, Structures, Paving, Illumination and Signals
                         Barnett Road – Blue Heron Park Unit 2C
                               Bear Creek Greenway Trail
                                     Jackson 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


            Grading, Structures, Paving, Illumination and Signals
                  Barnett Road – Blue Heron Park Unit 2C
                        Bear Creek Greenway Trail
                              Jackson County



            PROFESSIONAL OF RECORD CERTIFICATION(s):

                            I certify the Special Provision Sections listed below were
                            prepared by me or under my supervision:


                            Sections 00210, 00220, 00225, 00270, 00280,
                            00310, 00320, 00330, 00350, 00390, 00480, 00640,
                            00730, 00744, 00759, 00850, 00860, 00867, 00940,
                            01030, 01050 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.
            OREGON DEPARTMENT OF TRANSPORTATION

                          SPECIAL PROVISIONS

                                    FOR


            Grading, Structures, Paving, Illumination and Signals
                  Barnett Road – Blue Heron Park Unit 2C
                        Bear Creek Greenway Trail
                              Jackson County



            PROFESSIONAL OF RECORD CERTIFICATION(s):

                            I certify the Special Provision Sections listed below were
                            prepared by me or under my supervision:


                            Sections 00512, 00530, 00540, 00542, 00561,
                            00585, 00587, 00593, 00594, 00596 and 02630




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

                          SPECIAL PROVISIONS

                                    FOR


            Grading, Structures, Paving, Illumination and Signals
                  Barnett Road – Blue Heron Park Unit 2C
                        Bear Creek Greenway Trail
                              Jackson County



            PROFESSIONAL OF RECORD CERTIFICATION(s):

                            I certify the Special Provision Sections listed below were
                            prepared by me or under my supervision:


                            Sections 00440, 00442, 00950, 00960, 00962,
                            00963, 00970, 00990, 02925 and 02926




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.
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals


SPECIAL PROVISIONS

                                             WORK TO BE DONE

The Work to be done under this Contract consists of the following on the Barnett Road –
Blue Heron Park, Unit 2C Section of the Bear Creek Greenway Trail in Jackson County:

    1.   Implement temporary traffic control and temporary erosion control measures.
    2.   Perform earthwork and place loose riprap .
    3.   Construct drainage curbs.
    4.   Construct bridge approaches; length 352'-0", width 14'-9" (out-to-out).
    5.   Install prefabricated steel bridge; length 155'-0", width 14'-10" (out-to-out).
    6.   Construct MSE retaining walls with decorative precast facing panels.
    7.   Construct crushed aggregate base and decomposed granite walking path.
    8.   Construct minor hot-mixed asphalt concrete pavement wearing surface.
    9.   Construct PCC concrete curbs and walks.
   10.   Construct drilled shaft signal support.
   11.   Install illumination system.
   12.   Perform traffic signal modification.
   13.   Install permanent seeding.
   14.   Install fences and bridge protective fences.
   15.   Perform additional and incidental Work as called for by the Specifications and Plans.


                                     AUTHORITY OF CONSULTANT

The consultant will be directly in charge of the Project. However, his authority on this
Project is as designated in the official "Consultant Agreement" for this Project, and as
designated by the Engineer. This does not include authority to approve contract changes
or semifinal and final inspection of the Project.


                                     APPLICABLE SPECIFICATIONS

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

All number references in these Special Provisions shall be understood to refer to the
Sections and subsections of the Standard Specifications and Supplemental Specifications
bearing like numbers and to Sections and subsections contained in these Special
Provisions in their entirety.


                                            CLASS OF PROJECT

This is a Federal-Aid Project.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09       1
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                       SECTION 00110 - ORGANIZATION, CONVENTIONS,
                             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:

00120.05 Request for Solicitation Documents - Add the following to the end of this
subsection:

The Plans, which are applicable to the Work to be performed under the Contract, bear title
and date as follows:

                        "Grading, Structures, Paving, Illumination and Signals
                              Barnett Road – Blue Heron Park Unit 2C
                                     Bear Creek Greenway Trail
                                           Jackson County
                                          September 2009"

00120.70 Rejection of Nonresponsive Bids - Add the following bullet to the end of the
bullet list:

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


                 SECTION 00130 - AWARD AND EXECUTION OF CONTRACT


Comply with Section 00130 of the Standard Specifications modified as follows:

00130.40(d) Registration Requirements: - Add the following subsection (5):

(5) Bidders must be registered with and have issued by Dun and Bradstreet, Inc. a unique
nine digit number with a four digit Data Universal Numbering System (DUNS) Plus number.
This "DUNS Plus" number shall be reported on federal reporting forms as
"999999999.9999".


                                  SECTION 00140 - SCOPE OF WORK


Comply with Section 00140 of the Standard Specifications.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09   2
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                                SECTION 00150 - CONTROL OF WORK


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

00150.35(c) Number and Size of Drawings - Replace this subsection, except for the
subsection number and title, with the following:

The Contractor shall submit Working Drawings according to one of the following methods:

   (1) Paper Submittal - For paper submissions, submit seven copies of Working
   Drawings for steel Structures and six copies of Working Drawings for other Structures to
   the Engineer. The submitted copies shall be clear and readable. Drawing dimensions
   shall be 8 1/2 inches by 11 inches, 11 inches by 17 inches, or 22 inches by 36 inches in
   size. One copy of the submitted Working Drawings will be returned to the Contractor
   after processing. The Contractor shall submit such additional number of copies to the
   Engineer for processing that the Contractor would like to have returned.

   (2) Electronic Submittal - For electronic submissions, submit Working Drawings
   according to the "Guide to Electronic Shop Drawing Submittal" which is available from
   the Engineer.

00150.35(d-1) Stamped Working Drawings - Replace the sentence with the following
sentence:

Stamped Working Drawings will be designated as "reviewed" or "reviewed with comments"
by the Engineer.

00150.35(d-2) Unstamped Working Drawings - Replace the sentence with the following
sentence:

Unstamped Working Drawings will be designated on the face of the Drawing, as
"approved", "approved as noted", or "returned for correction" by the Engineer.

00150.50 Cooperation with Utilities - Add the following subsection:

   (f) Utility Information:

   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.

                                                                      Contact Person's
                             Utility
                                                                Name and Phone Number
       1.     AT&T                                     Rod Porter
                                                       417 Pech Road
                                                       Central Point, OR 97502
                                                       (541) 944-2947




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       2.     Rogue Valley Sewer                       Carl Tappert
              Services                                 P.O. Box 3130
                                                       Central Point, OR 97502
                                                       (541) 664-6300

       3.     Qwest Communications                     Jerry Tucker
                                                       130 West Clark
                                                       Medford, OR 97502
                                                       (541) 291-0072

       4.     Qwest                                    Jim Martin
                                                       150 West Stuart Street
                                                       Medford, OR 97501
                                                       (541) 776-8268

       5.     Avista Utilities                         Mike Smith
                                                       P.O. Box 1709
                                                       Medford, OR 97501
                                                       (541) 858-4747

       6.     Pacific Power                            Mike Curry
                                                       925 Grape Street
                                                       Medford, OR 97501
                                                       (541) 776-5414

       7.     City of Medford (Aerial F.O.)            Alex Georgevitch
                                                       City of Medford Public Works
                                                       411 West 8th Street
                                                       Medford, OR 97501-3105
                                                       (541) 774-2100

       8.     Charter Communications                   Brad Dill
                                                       926 S. Grape St.
                                                       Medford, OR 97501
                                                       (541) 282-8672

       9.     Hunter Communications                    Micah Sinclair
                                                       801 Enterprise Dr
                                                       Medford, OR 97502
                                                       (541) 772-9282

      10.     City of Medford Water                    Rodney Grehn
              Commission                               200 S. Ivy St. Rm 177
                                                       Medford, Oregon 97501
                                                       (541) 774-2440


   In the immediate area of the high pressure gas lines, when moving any equipment,
   excavating, driving piles, boring, or other road construction activities, increase the
   Reasonable Accuracy Zone from 24 inches, as defined in OAR 952-001-010, to 10 feet.



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   Exceptions require written approval from the "Gas Company" and may require an
   On-Site safety watcher, at no cost to the Contractor.

   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).

00150.55 Cooperation with Other Contractors - The following contract work will be
ongoing within the Project site during the following times:

                                                                            Estimated Times
Contract Name (Contractor's Name)                                             (From - To)

I-5: South Medford Interchange                           Beginning of on-site work – January 31, 2010

(Wildish Standard Paving, Contact: Dan Payne (503) 475-9513)


                             SECTION 00160 - SOURCE OF MATERIALS


Comply with Section 00160 of the Standard Specifications.


                             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      and      American   Recovery     and     Reinvestment      Act
Participation - This Project is to be conducted according to the regulations applying to
Federal-Aid Highway Projects and to American Recovery and Reinvestment Act (ARRA)
Projects.

According to Section 902 of the American Recovery and Reinvestment Act (ARRA) of 2009
the U.S. Comptroller General and his representatives have the authority to:

   • To examine any records of the contractor or any of its subcontractors, or any State or
     local agency administering such contract, that directly pertain to, and involve
     transactions relating to, the contract or subcontract; and




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   • To interview any officer or employee of the contractor or any of its subcontractors, or
     of any State or local government agency administering the contract, regarding such
     transactions.

Accordingly, the Comptroller General and his representatives shall have the authority and
rights as provided under Section 902 of the ARRA with respect to this Contract, which is
funded with funds made available under the ARRA. Section 902 further states that nothing
in this section shall be interpreted to limit or restrict in any way any existing authority of the
Comptroller General.

Also, according to Section 1515(a) of the ARRA, any representatives of the Inspector
General have authority to examine any records or interview any employee or officers
working on this Contract. The Contractor is advised that representatives of the inspector
general have the authority to examine any record and interview any employee or officer of
the Contractor, its Subcontractors or other firms working on this Contract. Section 1515(b)
further provides that nothing in this section shall be interpreted to limit or restrict in any way
any existing authority of an inspector general.

Add the following subsection:

00170.67 Fees - The fee required by ORS 279C.825(1) will be paid by the Agency to the
Commissioner of the Oregon Bureau of Labor and Industries under the administrative rules
of the Commissioner.

00170.70(a) Insurance Coverages - The following insurance coverages and dollar
amounts are required pursuant to this subsection:

      Insurance                          Combined Single Limit                          Annual Aggregate
      Coverages                            per Occurrence                                    Limit

Commercial General Liability                          $1,000,000                            $2,000,000

Commercial Automobile Liability                       $1,000,000                 (aggregate limit not required)

00170.70(c) Additional Insured - Add the following paragraph and bullets to the end of
this subsection:

Add the following as Additional Insureds under the Contract:

   • The City of Medford and its officers, agents, and employees
   • Medford City Council
   • OBEC Consulting Engineers

00170.72 Indemnity/Hold Harmless - Add the following paragraph and bullets to the end
of this subsection:

Extend indemnity and hold harmless to the Agency and the following:

   • The City of Medford and its officers, agents, and employees
   • Medford City Council
   • OBEC Consulting Engineers



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                        SECTION 00180 - PROSECUTION AND PROGRESS


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

00180.21(d) Terms of Subcontracts - Add the following paragraph to the end of the
subsection:

As required by the American Recovery and Reinvestment Act (ARRA) of 2009, all
subcontracts (including subcontracts at all lower-tiers) shall include the provisions of
00170.06 concerning ARRA Participation. In addition, all subcontracts shall require job
recruitments to be published through "WorkSource Oregon" unless the subcontractor fills
the job opening with a present employee, or a job candidate from a previous recruitment.

Add the following subsection:

00180.21(g) Mentor-Protégé Agreement - If the Contractor enters into a subcontract with
an Emerging Small Business (ESB) subcontractor, the Agency may offer the Contractor
and its ESB subcontractor an opportunity to enter into a project specific Mentor-Protégé
Agreement.

The project specific Mentor-Protégé Agreement will be paid for and specified by Change
Order.

Add the following subsection:

00180.40(c) Specific Limitations - Limitations of operations specified in these Special
Provisions include, but are not limited to, the following:

                   Limitations                                                      Subsection

                   Cooperation with Utilities .......................................... 00150.50
                   Cooperation with Other Contractors ......................... 00150.55
                   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.

00180.41 Project Work Schedules - After the paragraph that begins "Contractor’s
activity…" add the following paragraphs:

The Contractor shall submit a supplemental "look ahead" Project Work schedule each week
to the Engineer. The "look ahead" Project Work schedule is supplemental to the Type A, B,
or C schedule specified below. The supplemental "look ahead" Project Work schedule
shall:

   • 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.



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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.

The Contractor shall submit the supplemental "look ahead" Project Work schedule starting
at First Notification and continuing each week until Second Notification has been issued
and all punch list items and final trimming and clean up has been completed. The
Contractor shall meet with the Engineer each week to review the supplemental "look
ahead" Project Work schedule. If the Engineer or the Contractor determines that the
current supplemental "look ahead" Project Work schedule requires changes or additions,
either notations can be made on the current schedule or the Engineer may require the
submittal of a revised supplemental "look ahead" Project Work schedule. Review of the
current and subsequent supplemental "look ahead" Project Work schedules does not
relieve the Contractor of responsibility for timely and efficient execution of the Contract.

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

00180.41(b-2) Detailed Schedule - Replace the paragraph that begins "In addition to the
above requirements…" with the following two paragraphs:

In addition to the above requirements, and within 30 Calendar Days after the Notice to
Proceed, the Contractor shall provide the Engineer one digital copy and four paper copies
of a detailed time-scaled bar chart Project Work schedule indicating the critical course of
the Work. The digital copy shall be compatible with MS Project 2003, Primavera P3,
SureTrak Project Manager 3.0, or another scheduling program approved by the Engineer.

Detailed work schedule activities shall including the following:

Replace the paragraph that begins "Within 10 Calendar Days…" with the following
paragraph:




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Within 10 Calendar Days after submission of the Project schedule the Engineer and the
Contractor shall meet to review the Project schedule as submitted. Within 10 Days of the
review meeting the Contractor shall resubmit to the Engineer one digital and four paper
copies of the Project schedule, including required revisions.

00180.41(b-3-a) Review with the Engineer - In the paragraph that begins "The Contractor
shall evaluate…", replace the sentence that begins "The Contractor shall submit…" with the
following sentence:

The Contractor shall submit one digital and four paper copies of the updated bar chart to
the Engineer within seven Days after the progress meeting, along with a progress report as
required by "b." below.

Add the following subsection:

00180.50(h) Contract Time - Complete all Work to be done under the Contract, except for
seeding establishment, not later than July 31, 2010.

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 $800 per Calendar Day *.

    * Calendar Day amounts are applicable when the Contract time is expressed on the
      Calendar Day or fixed date basis.


                    SECTION 00190 - MEASUREMENT OF PAY QUANTITIES


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

00190.20(f-2) Scale Without Automatic Printer - Add the following sentence after the first
paragraph:

Pay costs for the weigh witness at $35.00 per hour.

00190.20(g) Agency-Provided Weigh Technician - Add the following paragraph after the
bullet list:

Pay costs for the weigh technician at $35.00 per hour.


                                       SECTION 00195 - PAYMENT


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

00195.12(a) Steel Material Price Escalation/De-Escalation Participation - In the
sentence that begins "Before or within…" of the paragraph that begins "The Contractor may
select…", replace the words "five business days" with "seven Calendar Days".



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00195.12(d) Steel Materials Pay Item Selection - Add the following to the end of this
subsection:

The Contractor may elect to participate in the steel escalation/de-escalation program for
this Project under 00195.12 through 00195.12(d) by marking each check box for each Pay
Item in the list below the Contractor is selecting for participation in the program. The
completed list must be submitted in writing, signed and dated by the Contractor, to the
Project Manager before or within seven Calendar Days after the date of the preconstruction
conference.

PARTICIPATE              PAY ITEM DESCRIPTION                                           COST BASIS (CB)
    □                Drilled Shaft Reinforcement                                               35%
    □                Reinforcement                                                             27%
    □                Coated Reinforcement                                                      27%
    □                Prefabricated Steel Bridge                                                19%

Regardless of the number of Pay Items listed by the Agency or selected by the Contractor,
or if no Pay Items qualify for the steel escalation/de-escalation program for this Project or
the Contractor elects not to participate in the steel escalation/de-escalation program for this
Project, the steel price escalation/de-escalation clause (and program) contained in
00195.12 through 00195.12(d) are included in this Contract and are the only steel price
escalation/de-escalation clause (and program) that apply to this Contract.

________________________________________                                         _______________________
Contractor's Signature                                                           Date

00195.50(c-1) Cash, Alternate A - In the paragraph that begins "Any retainage withheld
on…", replace "00195.90(d)" with "00195.50(d)".


                          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.




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                                    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:

00220.02 Public Safety and Mobility - 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 restrict access to, or occupy, the portion of the public dog park area shown on
     the plans as "Limited Duration Work Area" for more than 240 consecutive days,
     beginning on the first day of work in said area.

00220.40(e) Lane Restrictions - Replace the paragraph that begins "Do not close any…"
with the following paragraph:

Do not close any traffic lanes, except where long-term lane closures are shown, and
remove all barricades and objects from the roadway during the following periods:

Add the following:

00220.40(f) Steel Bridge Erection - Two night closures of the intersection of Barnett Road
and Highland Drive for steel bridge erection are allowed. The closures are limited to the
hours of 8:00 p.m. to 6:00 a.m. Provide a separate Traffic Control Plan following the
requirements of 00225.05 to the Engineer 30 days prior to planned closure for approval.
Allow 7 days for approval.


                       SECTION 00225 - WORK ZONE TRAFFIC CONTROL


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

00225.02 General Requirements - Add the following after the last paragraph of this
subsection:

Install a Type "W8" "PUTTING OREGON BACK TO WORK" (CG20-8S-48) sign with a
"KEEPING OREGON ON THE MOVE" rider on Barnett Road, 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
Barnett Road, according to sign spacing "A" from the "TCD Spacing Table" shown on the



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standard drawings. Also, install an "END ROAD WORK" (CG20-2A-24) sign approximately
500 feet beyond each end of the Project, facing outgoing traffic. When mounting signs on
concrete barrier in median areas, do not install the sign flag boards on the "FINES
DOUBLE" rider or on the "ROAD WORK AHEAD" signs.

00225.05 Contractor Traffic Control Plan - Replace this subsection, except for the
subsection number and title, with the following:

The Contractor will be allowed to use the Agency’s TCP, modify the Agency’s TCP, or use
a different TCP. Submit the following, for approval, five calendar days before the
preconstruction conference:

   (a) Agency or Contractor TCP - If the Agency's TCP is used without modification, a
   written notification indicating that the Agency's TCP will be used without modification.

   If the Contractor will be using a modified Agency TCP, or if the Contractor will not be
   using the Agency TCP, include the following:

       • Proposed TCP showing all TCM and quantities of all TCD.

       • Proposed order and duration of the TCM.

       • A detailed temporary striping plan.

   (b) Tourist-Oriented Directional (TOD) and Business Logo Signs - Two copies of a
   sketch map of the Project showing all existing tourist-oriented directional (TOD) and
   business logo signs and a written narrative describing how these signs will be kept in
   service and protected throughout all the construction stages.

   If there are no TOD signs on the project, a written notification that no TOD signs exist
   within the Project limits.

00225.11 Temporary Signing - Replace the sentence that begins "Furnish new or
acceptable temporary signs..." with the following sentence:

Furnish temporary signs meeting the requirements of the "Acceptable" category shown in
the American Traffic Safety Services Association (ATSSA) "Quality Standards For Work
Zone Traffic Control Devices" handbook and the following:

00225.13(d) Plastic Drums - Replace the sentence that begins "Provide drums with…"
with the following sentence:

Use retroreflective drum sheeting meeting the requirements of ASTM D 4956 Type III or
Type IV.


                               SECTION 00270 - TEMPORARY FENCES


Section 00270, which is not a Standard Specification, is included in this Project by Special
Provision.



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                                                   Description

00270.00 Scope - This work consists of constructing, maintaining, and removing
temporary fences as shown or directed.

                                                    Materials

00270.10 Material - Provide new material meeting the requirements listed below:

         Pedestrian Fencing (Orange Plastic Mesh Type) ................ 00225.12(f)
         Chain-Link Fence .................................................................. 01050.10

                                                  Construction

00270.40 General - Construct temporary fences according to the applicable parts of
Section 01050. Construct temporary chain-link fence to a minimum height of 5 feet.

                                                  Maintenance

00270.60 General - Maintain temporary fences and appurtenances in good condition.
Keep the fences in place until they are no longer needed.

                                        Finishing and Cleaning Up

00270.70 General - When temporary fences and appurtenances are no longer needed
remove and dispose of them according to the applicable parts of Section 00310 except
fence fabric, fence wire, posts, and braces may be used in permanent fence installations if
the following conditions are met:

   •   The material was new when installed for temporary purposes
   •   The material has not been used on previous projects
   •   The material meets the requirements of 01050.10
   •   The material is undamaged
   •   The material is acceptable to the Engineer

                                                 Measurement

00270.80 Fence - The quantities of temporary fence will be measured on the length basis
of each type of temporary fence. Gateways will be considered as fence of the type which
adjoins them and will be measured as a continuing part of that type of fence. Measurement
will be from center to center of posts, measured along the line and grade of each separate
continuous run of fence as constructed.

                                                     Payment

00270.90 General - The accepted quantities of temporary fences will be paid for at the
Contract price, per unit of measurement, for the following item:




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                     Pay Item                                                    Unit of Measurement

                     Temporary Type ___ Fence.......................................... Foot

The type of fence will be inserted in the blank.

Payment will be payment in full for furnishing, placing, maintaining, and removing all
materials, performing all necessary earthwork, and for furnishing all equipment, labor, and
incidentals necessary to complete the work as specified.


                     SECTION 00280 - EROSION AND SEDIMENT CONTROL


Comply with Section 00280 of the Standard Specifications.


                        SECTION 00290 - ENVIRONMENTAL PROTECTION


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

00290.20(c-3) Reuse, Recycle, and Dispose of Materials - Replace the bullet that begins
"Reuse demolition…" with the following bullet:

   • Reuse demolition debris.

00290.20(c-3-d) Concrete and Masonry - Replace the paragraph that begins "Concrete
and masonry…" with the following paragraph:

Concrete and masonry, that is not recycled and does not contain hazardous substances,
may be reused to fill basements or be buried in embankments on-site, provided that the
materials are broken into pieces not exceeding 15 inches in any dimension, and places so
that:

00290.20(d) Hazardous Waste Management - In the paragraph that begins "In addition to
current Laws…", replace the two bullets that begin "If the quantity of hazardous waste
projected to be…" with the following three bullets:

   • 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.




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   • 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.

00290.20(g) Spills and Releases - Replace the lead-in paragraph that begins "In the
event…", with the following lead-in paragraph:

In the event of a spill or release of a hazardous substance or hazardous waste or the
release of any other material that has the potential to harm human health or the
environment, do the following:




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           SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS


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

00310.41(a) General - Replace this subsection, except for the subsection number and title,
with the following:

Where an abutting structure or part of a structure is to be left in place, make clean, smooth,
vertical cuts with a saw or other approved cutting device. Avoid operations that may
damage any portion of the remaining structure.

00310.92 Separate Item Basis - Add the following pay item:

                   Pay Item                                            Unit of Measurement

             (g) Removal of Fences .............................................. Foot


                           SECTION 00320 - CLEARING AND GRUBBING


Comply with Section 00320 of the Standard Specifications modified as follows:

00320.40(b) Preserving and Trimming Vegetation - Add the following to the end of this
subsection:

   (4) Trees To Be Saved - The Engineer will identify and mark trees to be saved.
   Provide and place orange plastic mesh fencing, from the QPL, around critical root zones
   of marked trees or tree groups as directed. Do not begin construction activity or move
   equipment into existing tree areas until the plastic mesh fencing is in place.

   Do not work within the critical root zone of marked trees unless written approval is
   obtained from the Engineer. Be responsible for all damage to or for removal of marked
   trees. Tree damage will be determined by a certified arborist selected by the Engineer.

00320.42 Ownership and Disposal of Matter - Replace this subsection with the following
subsection:

00320.42 Disposal of Matter - Dispose of all matter and debris according to 00290.20.

00320.90 Payment - Add the following after the first paragraph of this subsection:

No separate or additional payment will be made for plastic mesh fencing.


                                     SECTION 00330 - EARTHWORK


Comply with Section 00330 of the Standard Specifications modified as follows:




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00330.03 Basis of Performance - Add the following paragraph to the end of this
subsection:

Perform all earthwork under this Section on the embankment basis.

00330.20 Tamping Foot Rollers - In the paragraph, replace "115 tons" with "15 tons".

00330.41(a-5) Waste Materials - Replace this subsection, except for the subsection
number and title, with the following:

Unless otherwise specifically allowed and subject to the requirements of 00280.03, dispose
of materials, classed as waste materials in 00330.41(a-3) and 00330.41(a-4), outside and
beyond the limits of the Project and Agency controlled property according to 00290.20. Do
not dispose of materials on wetlands, either public or private, or within 300 feet of rivers or
streams.

00330.42(c-3) Embankment Slope Protection - Add the following paragraph:

Construct the outer 12 inches of embankments with suitable materials to establish slope
stabilization through permanent seeding. If suitable material is not available, provide
suitable materials from a Contractor-provided source which conforms to the requirements of
00330.11 or 00330.13 and provides favorable conditions for germination of seed and
growth of grass.

00330.80 Measurement - Replace the bullet that begins "Volume basis, computed by…",
with the following bullet:

   • Volume basis, based on the Consultant's digital terrain model (DTM) calculated by
     End Area Volume, or by other methods of equivalent accuracy.

00330.82 Embankment Basis Measurement - In the paragraph that begins "When
measurement of earthwork…", replace the sentence that begins "Measurement will be
limited to…" with the following sentence:

Measurement will be limited to the lines, grades, and slopes of the original ground contours
established before the Contractor begins any Work on the Project.

In the paragraph that begins "The quantities of embankment measured for payment will not
include…", add the following bullet after the second bullet:

   • Any additional quantities required due to clearing and grubbing operations.

00330.92 Kinds of Incidental Earthwork - Delete the bullet that reads "If shown on the
plans.".

Add the following bullet(s) to the end of the bullet list:

   • Additional quantities of materials required due to clearing and grubbing operations
     and compaction requirements within embankment limits.




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   • Earthwork required for driveways and road approaches. Earthwork for driveways and
     road approaches will be that which is outside the neat line limits shown on the typical
     section(s).


                        SECTION 00350 - GEOSYNTHETIC INSTALLATION


Comply with Section 00350 of the Standard Specifications modified as follows:

00350.10 Materials - Add the following to the end of this subsection:

Provide manufacturer's certifications complying with 02320.10(c) for the following
geosynthetic(s):

                                                                     Certification
                            Geotextile                          Level A       Level B

                       Riprap, Type 2 .......................... ...................... X
                       Subgrade .................................. ...................... X


                               SECTION 00390 - RIPRAP PROTECTION


Comply with Section 00390 of the Standard Specifications modified as follows:

00390.11(b) Test Requirements - Under the "Requirement" column next to "Sediment
Height" replace 8" with 8.0".




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                      SECTION 00440 - COMMERCIAL GRADE CONCRETE


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

00440.10 Materials - In the list of materials, delete the "Aggregates....02690" line.


               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.




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                                  SECTION 00512 - DRILLED SHAFTS


Comply with Section 00512 of the Standard Specifications modified as follows:

00512.00       Scope – Add the following:

This work includes installation of CSL access tubes. Performance of CSL tests will be by
others.

00512.13 Steel Casing - Delete the sentence that begins "Use casing with an outside
diameter…".

00512.18 Grout - Replace this subsection with the following subsection:

00512.18 CSL Cement Grout - Furnish a pumpable CSL cement grout consisting of neat
cement and water that has a water cement ratio between 0.38 and 0.45. The portland
cement for the CSL cement grout shall meet the requirements of Section 02010.

00512.30 Personnel Qualifications – In the first paragraph of this subsection, delete the
fourth sentence, which begins "Also provide the experience…"

In the fifth sentence, which begins "Before the preconstruction conference…", delete "and
CSL testing".

Delete the fourth bullet, which begins "Perform CSL testing…"

In the final paragraph, in the fourth sentence, which begins "Submit requests for
substitution…", delete "or CSL testing personnel".

00512.40(a) Drilled Shaft Installation Plan – Delete the eleventh bullet, which begins
"CSL testing company…"

00512.48       Drilled Shaft Testing and Acceptance – Modify this subsection as follows:

    (a) Crosshole Sonic Log Testing – Replace this subsection with the following
    subsection:

    (a) Crosshole Sonic Log Testing – Crosshole sonic log testing will be performed by
    others, under arrangement by the Engineer. Provide full and safe access for CSL
    testing personnel in the performance of their work.

    For drilled shafts constructed using non-contact splice methods, perform CSL testing
    after the initial pour to the bottom of the splice region and prior to placement of the
    column reinforcement and pouring of the splice region.

    (b)    Contractor's CSL Test Reports – Delete this subsection in its entirety.

00512.80       Measurement – Modify this subsection as follows:

     (d) Drilled Shaft Concrete - Add the following at the end of the paragraph:



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    The estimated quantity of drilled shaft concrete is:

                                                                                      Quantity
       Structure                                     Class                          (Cubic Yard)

    Bridge No. 21193                                   4000                             178.0

    (h)    Crosshole Sonic Log Tests - Delete this subsection.

00512.80(e) Drilled Shaft Reinforcement - Add the following at the end of the paragraph:

The estimated quantity of drilled shaft reinforcement is:

                                                                            Quantity
            Structure                                  Uncoated                             Coated
                                                        (Pound)                            (Pound)

    Bridge No. 21193                                     42,500                                 0

00512.90 Payment – Delete the paragraph beginning "Item (f)…" and the paragraph
beginning "Item (h)…"


                 SECTION 00530 - STEEL REINFORCEMENT FOR CONCRETE


Comply with Section 00530 of the Standard Specifications modified as follows:

00530.80(a) Lump Sum - Add the following to the end of this subsection:

The estimated quantity of reinforcement is:

                                                                                Quantity
            Structure                                  Uncoated                             Coated
                                                        (Pound)                            (Pound)

    Bridge No. 21193                                     94,000                             6,100


The weight of miscellaneous metal, based on weights listed in 00530.80(b) and Project
quantities, is included in the estimated quantity of uncoated reinforcement.


                            SECTION 00540 - STRUCTURAL CONCRETE


Comply with Section 00540 of the Standard Specifications modified as follows:

00540.10 General - Add the following sentence to the end of this subsection:




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Furnish a concrete surface retarder from the QPL.

00540.15 Form Materials - Replace this subsection, except for the subsection number and
title, with the following:

Furnish wood, minimum nominal 5/8 inch thick APA exterior grade plywood, minimum
nominal 5/8 inch thick APA plyform, metal, or other suitable form material. For round
concrete columns, provide either metal or other approved form material that produces a
smooth and true surface free from fins, joints and other irregularities. Use APA plyform for
all decks and slabs.

00540.17(a) Aggregate - Delete the sentence that reads "Blend aggregates only as
allowed in 02001.20."

00540.17(c) Hardened Concrete - In the paragraph that begins "Cast and cure test…",
replace "14 inch x 8 inch" with "4 inch x 8 inch".

00540.17(c-3) Acceptance - Replace the paragraph that begins "If an ASTV falls…" with
the following paragraph:

If an ASTV falls below ƒ'c, the Contractor may submit a written plan outlining a proposed
alternate method of evaluating compressive strength. Submit the plan for review by the
Engineer within three days of the test. Provide evidence that a reasonable 'cr
(over-design) was maintained and that there is credible evidence (besides low strength)
which warrants consideration of this option. The Engineer may allow an alternate method
of acceptance if the compressive strength test results are determined to be suspect from
definable external factors.

00540.24 Deck Finishing Machine – Replace this subsection with the following
subsection:

00540.24 Deck Finishing Equipment and Method – No later than 21 days prior to the first
Deck Pre-Placement Conference, submit unstamped working drawings according to
00150.35 showing the equipment and methods to be used to finish the deck.

Use equipment and methods method that are:

        Capable of finishing the entire deck surface or the specified stage construction width
        Capable of striking off the concrete to the specified grade shown
        Capable of vibrating the concrete to meet the requirement of this Section

00540.43(a) Construction Joints - Replace the paragraph that begins "Within 24 hours
after…" with the following paragraphs:

Apply a concrete surface retarder according to the manufacturer’s recommendations.
Remove surface mortar within the time period recommended by the manufacturer and
clean the joint surface and reinforcing steel by removing loosened particles of aggregate,
damaged concrete, unconsolidated concrete and surface laitance with a high pressure
washer conforming to 00540.28 to the extent that clean aggregate (free of surface mortar)
is exposed on 50% of the surface. Clean the joint surface again immediately prior to the




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concrete placement to remove any subsequent deposits of dirt, debris or other foreign
materials. Saturate the joint surface with potable water immediately before resuming
concrete placement. Remove standing water in depressions or hollows of the joint surface.

Hand rub or brush fresh concrete paste onto the existing surface of vertical deck joints
down to the top mat of reinforcing steel at the beginning of subsequent concrete placement.

Stay in place joint forms are not allowed in bridge deck construction joints.

00540.43(c) Joint with Fillers - Add the following sentence to the end of the paragraph:

Provide a 3/4 inch chamfer on each edge of the joint unless otherwise noted.

00540.48(g) Bridge Decks - Add the following bullet to the bullet list:

   • Has saturated the tops of precast prestressed concrete members and formwork by
     applying continuous water for a minimum of 2 hours immediately prior to beginning
     deck placement.

00540.49(a-2-a) General - Replace the paragraph that begins "Do not place …" with the
following two paragraphs:

Do not place concrete if the air temperature is, or is forecast to be, below 40 °F the day of
placement or is forecast to be below 40 °F on any of the next seven calendar days
(14 calendar days for decks) after placement unless a Cold Weather Plan has been
approved by the Engineer.

To place concrete when the temperature is below 40 °F, submit a Cold Weather Plan that
identifies the methods that will be used to prevent the concrete temperature from falling
below 50 °F. Methods include heated enclosures and insulated forms. Also include in the
plan measures that will be taken if the concrete temperature falls below 50 °F. Provide a
24 hour continuous recording thermometer to verify the concrete temperature.

00540.49(b) Bridge Deck Placement - Add the following bullet before the first bullet:

   • Only if precipitation is not forecast between 2 hours before and 2 hours after the
     scheduled placement duration. An acceptable forecast will have less than 30%
     chance of precipitation for the entire placement window. Provide a forecast to the
     Engineer 1 hour before placement.

00540.50(c) Deck Roadway Texturing – Apply a medium broom finish to the deck
roadway.

00540.51(b) Curing Concrete Bridge Decks - In the bullet that begins "Provide wind
breaks…", replace "0.20 pounds per square foot" with "0.10 pounds per square foot".

00540.53(a-1) On All Surfaces - In the bullet that begins "Fill holes and…", replace
"1/2 inch" with "1/4 inch".

00540.53(d-1) Concrete Paint - In the sentence that begins "Thoroughly saturate the
surface…", replace "02210.30(c)" with "02210.30".



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00540.54 Crack Inspection and Deck Sealing - Replace the paragraph that begins
"Immediately after the cure…" with the following paragraph:

Before opening the bridge deck to traffic, the Engineer will inspect the deck for cracks.

00540.80(a-1) Lump Sum - Add the following to the end of this subsection:

The estimated quantity of concrete is:

    Bridge No. 21193

                 Type and Class                                                 Quantity (Cu. Yd.)

       Deck Concrete, Class 5000                                                        268
       General Structural Concrete, Class 4000                                          116




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                                   FALSEWORK DESIGN CHECKLIST

Instructions - This checklist was developed to facilitate the design, review, and erection of
falsework to be used for Oregon Department of Transportation bridge construction projects.
This checklist is intended to act as a reminder to design or check for specific important
aspects of this construction. It is not a substitute for plan and/or design criteria or specification
requirements.

The Checklist is to be completed and signed by the Falsework Design Engineer. Answer
every question. Attach to the Checklist an explanation of any negative responses.

Submit the Checklist according to 00540.41(a).

                                                                                        YES    NO      N/A
A.    Contract Plans, Specifications, Permits, Etc.
      1.    Are the falsework plans prepared, stamped and signed by
            an engineer registered to practice in Oregon?                               ____   ____   ____
      2.    Have three complete sets (five if railroad approval is
            required) of the design calculations been included with the
            falsework drawings submittal?                                               ____   ____   ____
      3.    Are falsework plans in compliance with the requirements of
            the construction plans general notes?                                       ____   ____   ____
      4.    Are falsework plans in compliance with contract plan
            structural details?                                                         ____   ____   ____
      5.    Are falsework plans in compliance with the requirements of
            the Oregon Standard Specifications for Construction,
            subsection 00150.35?                                                        ____   ____   ____
      6.    Are all existing, adjusted or new utilities in proximity with
            the proposed falsework shown on the falsework plans and
            is protection of these utilities addressed?                                 ____   ____   ____
      7.    Are clearance requirements satisfied and shown on the
            falsework plans?                                                            ____   ____   ____
      8.    For construction in or over navigable waters have all
            requirements for construction of falsework that are called
            for in the Coast Guard Permit been incorporated in the
            falsework design?                                                           ____   ____   ____
      9.    Has possible damage from traffic been considered in the
            falsework design?                                                           ____   ____   ____

      10.    Has damage from stream drift been considered in the
             falsework design?                                                          ____   ____    ____
      11.    Is the concrete placing sequence shown and is it
             consistent with the contract plans?                                        ____   ____    ____




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B.    Foundation Requirements
      1.     Are driven falsework piling provided as called for on the
             contract plans?                                                            ____   ____    ____
             a.    Is a minimum pile tip elevation or penetration
                   indicated on the drawings?                                           ____   ____    ____
             b.    If timber falsework piles are specified, are the
                   recommended order lengths sufficient to virtually
                   eliminate the possibility of pile splices?                           ____   ____    ____
             c.    Is a detailed static pile capacity analysis included in
                   the calculations?                                                    ____   ____    ____
             d.    If lateral loads are applied to the piling by equipment,
                   dead loads, flowing water, or drift, is a detailed lateral
                   load analysis included in the calculations?                          ____   ____    ____
             e.    When piling are in an active waterway, have the
                   potential effects of scour on axial and lateral pile
                   support been addressed in the calculations?                          ____   ____    ____
             f.    Does the proposed falsework pile hammer meet the
                   minimum field energy requirements as listed in
                   00520.20(d-2)?                                                       ____   ____    ____
             g.    Will a driving criteria graph [FHWA Gates Equation, in
                   00520.42(b)] plotting blow count versus stroke for an
                   acceptable pile hammer be provided for the project
                   inspector?                                                           ____   ____    ____
      2.     Is falsework supported on spread footings or mud sills?                    ____   ____    ____
             a.    Are the spread footing elevations shown on the
                   drawings?                                                            ____   ____    ____
             b.    Has a rational method for determining the ultimate
                   bearing capacity of the foundation materials been
                   presented and described in the calculations?                         ____   ____    ____

             c.    Have the soil parameters used in calculating the
                   ultimate bearing capacity been listed and confirmed by
                   the designer?                                                        ____   ____    ____
             d.    Has an appropriate Factor of Safety been used for
                   calculating the allowable bearing capacity of the
                   foundation materials?                                                ____   ____    ____
             e.    Are spread footing settlement estimates included in the
                   calculations?                                                        ____   ____    ____
             f.    Have effective stresses been used in the calculations,
                   when applicable?                                                     ____   ____    ____




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             g.    When spread footings are founded near the top of a
                   slope or in a slope, have the ultimate bearing capacity
                   calculations been modified accordingly?                              ____   ____    ____
             h.    When spread footings may be subjected to flowing
                   water, have the potential effects of scour on ultimate
                   bearing capacity been addressed in the calculations?                 ____   ____    ____
C.    Loads
      1.     Are the magnitude and location of all loads, equipment and
             personnel that will be supported by the falsework shown
             and noted on the falsework plans?                                          ____   ____    ____
      2.     Has the mass of specific equipment units to be supported
             by the falsework been included in the calculations or on the
             falsework plans?                                                           ____   ____    ____
      3.     Is the deck finishing machine supported in a manner that
             will not impose load on concrete forms except deck
             overhang brackets?                                                         ____   ____    ____
      4.     Are design loads and material properties used to determine
             design stresses for each different falsework member shown
             on the falsework plans?                                                    ____   ____    ____
      5.     Is the worst loading and member property condition, rather
             than the average condition, used to obtain design loads?                   ____   ____    ____
      6.     Are deck forms for concrete box girders supported from the
             girder stem and not from the bottom slab?                                  ____   ____    ____
      7.     Are diaphragm loads or other concentrated loads included
             in the analysis of supporting beams?                                       ____   ____    ____
      8.     If sloping structural members exert horizontal forces on the
             falsework, is bracing or ties used to resist these loads?                  ____   ____    ____
D.    Allowable Stresses
      1.     Has the method used for falsework design of all members
             except for manufactured assemblies been noted in the
             design calculations?                                                       ____   ____    ____
      2.     Are manufactured assemblies identified as to manufacturer,
             model, rated working capacity and ultimate capacity?                       ____   ____    ____
      3.     Is the allowable stress and the calculated stress listed in
             the summary for each different falsework member, except
             for manufactured assemblies?                                               ____   ____    ____
E.    Timber Falsework Construction
      1.     Are timber grades consistent with material to be delivered
             to the construction site, and noted on falsework drawings,
             and in accompanying calculations for all timber falsework
             material?                                                                  ____   ____    ____




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      2.     If "rough" lumber is specified for falsework by the falsework
             designer are the actual lumber dimensions used in
             calculations shown?                                                        ____   ____    ____
      3.     If plywood spans are governed by the strength of the
             plywood, are the allowable stress and the calculated stress
             shown on the submitted calculations?                                       ____   ____    ____
      4.     If plywood spans are governed by the allowable spacing of
             supporting joists, are the allowable and the proposed
             spacing shown on the falsework plans?                                      ____   ____    ____
      5.     Have timber stringers been checked for bending, shear,
             bearing stresses, and 1/240 of the span length deflection?                 ____   ____    ____
      6.     Are joists identified as being continuous over 3 or more
             spans when they are not analyzed as simple spans?                          ____   ____    ____
      7.     Have stringers and cap beams been checked for bearing
             stresses perpendicular to the grain as well as for bending
             and shear stresses?                                                        ____   ____    ____
      8.     Have posts been checked as columns as well as for
             compression parallel to the grain?                                         ____   ____    ____

F.    Steel Falsework Construction
      1.     Are steel structural shapes and plates identified by ASTM
             number on the falsework plans and in the calculations?                     ____   ____    ____
      2.     Have steel beams been checked for bending, shear, web
             crippling and buckling of the compression flange?                          ____   ____    ____
      3.     Has horizontal plane bracing been shown where required to
             limit compression flange buckling?                                         ____   ____    ____
G.    Deflections and Settlement
      1.     Is falsework deflection for concrete dead load shown on the
             plans for all falsework spans?                                             ____   ____    ____
      2.     Is falsework deflection from concrete dead load limited to
             1/240 of the span length for all falsework spans?                          ____   ____    ____
      3.     Do stringers supporting cast-in-place concrete compensate
             for estimated camber?                                                      ____   ____    ____
      4.     For beam spans with cantilevers, has the upward deflection
             of the cantilevers due to load placed on the main spans
             been investigated?                                                         ____   ____    ____
      5.     Are provisions shown for taking up falsework settlement?                   ____   ____    ____
H.    Compression Members, Connections and Bracing
      1.     Has general buckling been evaluated for all compression
             members?                                                                   ____   ____    ____




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      2.     Has bracing been provided at all points of assumed support
             for compression members?                                                   ____   ____    ____
      3.     Was bracing in each direction considered in establishing
             the effective length used to check post capacity?                          ____   ____    ____
      4.     Is bracing strength and stiffness sufficient for the intended
             purpose?                                                                   ____   ____    ____
      5.     If temporary bracing is required during intermediate stages
             of falsework erection, is it shown on the falsework plans?                 ____   ____    ____
      6.     Have all connections been designed and detailed?                           ____   ____    ____
      7.     Are web stiffeners required on steel cap beams to resist
             eccentric loads?                                                           ____   ____    ____
      8.     Are wedges required between longitudinal beams and cap
             beams to accommodate longitudinal slope or to reduce
             eccentric loading?                                                         ____   ____    ____
      9.     Has the width to height ratio of wedge packs been verified
             to fall within the limits given in the special provisions?                 ____   ____    ____
      10.    If overhang brackets are attached to unstiffened girder
             webs, has the need for temporary bracing to prevent
             longitudinal girder distortion been investigated?                          ____   ____    ____
      11.    Have beams and stringers with height/width ratios greater
             than 2.5:1 been checked for stability?                                     ____   ____    ____
      12.    Have sloping falsework members that exert horizontal
             forces on the falsework been braced or tied to resist these
             loads?                                                                     ____   ____    ____
      13.    If beams supporting cast-in-place concrete have cantilever
             spans, have the falsework plans been noted to require the
             main spans be loaded before loading the cantilever spans?                  ____   ____    ____
      14.    Have timber headers set on shoring towers been checked
             for eccentric loads, and for shear and bending stresses
             produced by the eccentricity?                                              ____   ____    ____
I.    Highway Traffic Openings (For falsework over or adjacent to
      highway traffic openings.)
      1.     Do falsework plans satisfy construction clearances shown
             on the contract plans?                                                     ____   ____    ____
      2.     Are posts designed for 150% of the calculated vertical
             loading and increased or readjusted for loads caused by
             prestressing forces?                                                       ____   ____    ____
      3.     Are mechanical connections 2,000 pounds minimum
             capacity shown at the bottom of posts to footing
             connections?                                                               ____   ____    ____




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      4.     Are mechanical connections 1,000 pounds minimum
             capacity shown at the top of the post to cap connections?                  ____   ____    ____
      5.     Are beam tie downs 500 pounds minimum capacity shown
             for all beams?                                                             ____   ____    ____
      6,     Are 5/8 inch or larger diameter bolts used at connections
             for timber bracing?                                                        ____   ____    ____
      7.     Are temporary erection and removal bracing shown?                          ____   ____    ____



_________________________ _________________
Designer’s Signature      Date




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                        SECTION 00542 – ARCHITECTURAL TREATMENT

Section 00542, which is not in the Standard Specifications, is included in this project by
Special Provision.

                                                   Description

00542.00 Scope - This work consists of constructing textured concrete surfaces on
bridge columns, as shown.

                                                    Materials

00542.10 General - Furnish, store, prepare, apply, and cure all materials according to
manufacturers’ directions specified for the intended use.

00542.11       Form Liners - Form liners shall be one of the following:

             Fitzgerald Formliners, 1341 East Pomona Street, Santa Ana, California 92705,
              Ph. (714) 547-6710; Pattern 14305 Fluted Rib

             Greenstreak, Inc., 3400 Tree Court Industrial Blvd., St. Louise, MO 63122, Ph.
              (800) 325-9504; Style 305 Ribbed Design

             Spec Formliners, Inc., 530 East Dyer Road, Santa Ana, CA 92707, Ph. (714)
              429-1460; Pattern Number 1705

             Approved equal.

All form liners used on the Project shall be from the same manufacturer. Submit working
drawings or manufacturer's literature detailing form liner surface pattern to Engineer for
approval prior to wall construction.

Form liners shall be a high-quality reusable product that attaches easily to the forming
system and does not compress more than 1/4 inch when concrete is placed in lined forms
at a rate of 10 vertical feet per hour. Form liners shall be capable of withstanding
anticipated concrete pour pressures without leakage causing physical or visual defects.

Form liners shall be strippable without causing concrete surface deterioration or weakness
in the substrate. Patching materials shall be mutually compatible with the coloring system
to be applied.

00542.14 Release Agent; Wall Ties - Form release agent shall be compatible with form
liner system.

Wall ties shall have set break-backs at least 1 inch below the finished concrete surface
(bottom of rustication groove), so designed that the device can be disengaged and removed
without spalling or damaging the concrete.

00542.15       Quality Control – Provide quality control according to Section 00165.




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                                                  Construction

00542.40 General – Construct architectural treatment where shown. Architectural
treatment on MSE wall facing panels shall extend to 2 feet below finish grade.

00542.41 Test Panels – Construct one or more flat, vertical, unreinforced test panels,
using approved form lining materials, to demonstrate architectural treatment materials and
workmanship. The minimum size of test panels shall be 8 inches thick, 8 feet wide and 4
feet high.

The concrete mix used for test panels shall be of the same class as for the finished
structure. Place and finish concrete in test panels using the methods intended to be used
on the final structure.

The Engineer will examine the resulting test panel surface. Remove and dispose of
unsatisfactory test panels and repeat test as required. Do not proceed with the work prior
to receiving the Engineer’s approval. The Engineer my reject, under the provisions of
00150.00, any article whose finished appearance does not, in the opinion of the Engineer,
closely conform to the appearance of the approved test panel.

00542.42       Form Liners:

   (a) Preparation – Clean form liners prior to each use, and inspect for blemishes or tears.
   If necessary, repair form liner according to manufacturer's recommendations.

   (b) Assembly - Securely attach liner to forms following manufacturer's
   recommendations. Adjoining liners shall be butted tightly together with less than 1/4-
   inch seams. Fill open cracks prior to placing concrete. No visible vertical or horizontal
   seams or conspicuous form marks created by butt joining form liners will be allowed.

   Coordinate wall ties with form liner system.

                                                 Measurement

00542.80       Incidental Basis – There will be no measurement of the work of this Section.

                                                     Payment

00542.90        Incidental Basis – There will be no separate or additional payment for the
work of this Section, as it will be considered incidental to payment for the concrete item to
which it is applied.


                      SECTION 00561 - PREFABRICATED STEEL BRIDGES


Section 00561, which is not in the Standard Specifications, is included in this Project by
Special Provision.




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                                                   Description

00561.00 Scope - This work consists of designing, fabricating, coating and erecting
simple-span welded tubular steel truss pedestrian bridges, with concrete deck, as shown
and according to these Specifications.

The following prefabricated steel bridge suppliers are pre-approved for use on this project:

         Contech Construction Products, Inc.
         11835 NE Glen Widing Dr.
         Portland, OR 97220
         (800) 548-4661
         fax: (503) 650-7679
         Contact: Sig Fransen

         Big R Bridge, Inc.
         P.O. Box 1290
         Greeley, CO 80632
         (800) 234-0734
         fax: (970) 356-9621
         Contact: Randy Gaskill

Other manufacturers of prefabricated steel bridges having a minimum of five years'
continuous experience in the design and construction of prefabricated steel bridges may be
accepted, upon written approval by the Engineer.

                                                    Materials

00561.10 Structural Steel - All structural steel shall be new material. Provide certified
copies of mill test reports for all structural steel and bolts. All floor beams, stringers, and
truss members (upper and lower chords, diagonals, end posts, and vertical posts) shall
meet a longitudinal Charpy V-notch (CVN) value of 15 ft-lbs at 40 °F. Testing shall be in
accordance with AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be
used. Provide certified copies of all CVN rest reports.

All square and rectangular structural steel tubing shall conform to the requirements of
ASTM A500 structural tubing. All other structural steel shapes and plates shall conform to
the requirements of ASTM A588, A36, A572 Gr. 50, or A992..

00561.11 Fasteners - All structural field connections shall be bolted with high-strength
bolts. High-strength bolts, heavy hex nuts and hardened washers shall conform to the
following requirements, unless approved in writing by the Engineer:

         Bolts ............................................................. ASTM A 325, Type 3.
         Nuts ............................................ Appropriate class of ASTM A 563
         Washers ......................................................... ASTM F 436 Type 3

All anchor bolts and nuts shall conform to ASTM A449and shall be galvanized in
accordance with the requirements of ASTM A 153.

00561.12       Elastomeric Bearings - Elastomeric bearings shall comply with Section 00582.



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00561.14 Bridge Deck Materials - Furnish reinforcing steel complying with Section
00530. Furnish Class HPC5000 - 3/4 inch concrete conforming to Sections 00540 and
02001.

                                                  Construction

00561.40 Design - Design prefabricated steel bridges according to AASHTO "Guide
Specifications for Design of Pedestrian Bridges", 1997 edition, and ASAHTO Standard
Specifications for Highway Bridges, 17th Edition.

The superstructure shall consist of an H-section through-truss, with two crossing diagonal
members per panel and vertical posts as shown. The truss shall be the primary load-
carrying member of the bridge.

The members of the truss (upper and lower chords, diagonals, end posts, and vertical
posts) shall be fabricated from square and/or rectangular structural steel tubing.

Floor beams and stringers shall be fabricated from structural steel shapes or square and/or
rectangular structural steel tubing.

The structure shall conform to the clear span, width, and vertical clearance requirements
shown. Provide connection for handrails as shown. The 1-in. diameter spacers shown are
covered under Section 01050.

Comply with the following:

        Calculate deflections with all load factors = 1.00

        Design for dead loads as applied and as shown.

        Design for the following live loads (distributed to the stringers and floor beams
         according to the Guide Specification and AASHTO):
          Truss - 85 psf uniform load; 5-ton vehicle load as shown
          Deck - 100 psf uniform load; concentrated wheel loads for vehicle as shown

        Design for wind load according to AASHTO. Deflection due to wind load shall not
         exceed 4 inches (L/500).

        Design the deck according to AASHTO for all appropriate limit states. Deflection
         due to live load shall not exceed L/800, where L is the center-to-center spacing of
         deck supports.

        Camber the truss and design truss members, components and connections,
         including welds and deck-to-floor beam shear studs, as shown.

        Anchor bolts as shown are designed only for seismic forces. Check for wind load.

        Minimum thickness of all structural steel shall be 1/4 inch.




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Submit six sets of stamped design calculations and shop fabrication details, according to
00150.35(b), for each bridge to be constructed (including deck).

00561.42 Shop Fabrication - Welding and fabrication shall conform to the requirements
of the Bridge Welding Code AASHTO/AWS D1.5-2002. Use forms in Annex III for
submittals, as applicable. Use the requirements of the Structural Welding Code – Steel
AWS D1.1 for tubular connections.

Submit a Quality Control Plan furnished by the bridge manufacturer. Include requirements
for personnel qualifications and certifications, and a written practice in accordance with
ASNT SNT-TC-1A.

All Procedure Qualification Records and Welder Qualification Test Records shall be current
within three years of the date of beginning fabrication.

Submit for approval a copy of all:

        Procedure Qualification Records
        Welder Qualification Test Records
        Visual and non-destructive test reports

Coat prefabricated steel truss bridge according to Section 00594 in the shop prior to
shipping.

00561.44 Concrete Deck - Deck thickness shall be according to dimension ranges shown.
Provide minimum clearance from nearest reinforcement as shown. Stay-in-place forms are
not allowed.

00561.46 Field Construction - Construct the substructure, joints and rail as shown on the
plans and shop drawings and according to the applicable portions of Sections 00510,
00520, 00530, 00540, 00585 and 00587. Coordinate substructure dimensions with the
bridge fabricator's anchor bolt layout, as needed to facilitate proper erection of the
structure. Submit two copies of detail sheets delineating anchor bolt requirements before
beginning work on the substructure.

The Contractor is responsible for any damage to the structure during handling or placement
(see 00170.80).

Construct the truss and deck according to the applicable portions of Sections 00530,
00540, 00560 and 00594 and the recommendations of the prefabricated bridge engineer of
record. The Engineer will resolve any conflicts between these specifications and the
recommendations of the prefabricated bridge engineer of record.

Provided joints at each end of the bridge as shown and in accordance with the
specifications.




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                                                 Measurement

00561.80 Lump Sum Basis - No measurement of quantities will be made for work
performed under this Section.

                                                     Payment

00561.90 General - Payment for prefabricated pedestrian bridges, complete and
accepted, will be made at the Contract lump sum price for the pay item "Prefabricated Steel
Bridge". Payment will be full compensation for design, fabrication, transportation to the
site, and erection of the bridge; including truss, concrete deck, handrail connections, mast
arm, anchor bolts, and bearing devices; and all materials, equipment, labor and incidentals
required to perform the work.

Payment will not be made until all required reports, certifications, and forms have been
submitted and approved.

Painting, substructure, joints and protective fence will be paid for according to Sections
00512, 00530, 00540, 00585, 00594 and 01050, as applicable.


                                SECTION 00585 - EXPANSION JOINTS


Comply with Section 00585 of the Standard Specifications modified as follows:

00585.01 Definitions - In the definition of "Modular Expansion Joint System", add the word
"Seal" between the words "Joint" and "System".

00585.41(e) Leakage Check - Replace the sentence that begins "Check joints for
leakage…" with the following sentence:

Check joints for leakage by flooding the joint with water.

00585.46(a) General - In the paragraph that begins "Use steel retainers…", replace
"3/8 inch" with "5/8 inch".

00585.80 Measurement - Delete the paragraph that begins "The estimated quantities
of…" and delete the paragraph that begins "The quantities of…".

Add the following to the end of this subsection:

The estimated quantities of closed expansion joints are:

                                                                                        Quantity
            Structure                              Joint Type                            (Foot)

    Bridge No. 21193                  Poured Joint Seals                                  48.0

00585.90 Payment - Delete pay item (b).                    Delete the paragraph that begins "Item (b)
includes…".



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Insert the following before the paragraph that begins "Items (d) and (f)…"

Item (c) includes the backing and polyurethane caulking in the curb face.


                                    SECTION 00587 - BRIDGE RAILS


Comply with Section 00587 of the Standard Specifications modified as follows:

00587.42(e) Latex Paint Cure for PCC - Replace the bullet that begins "Apply the first
coat of a latex paint..." with the following bullet:

   • Apply the first coat of latex paint at an application rate of 150 square feet per gallon.

00587.80 Measurement - Add the following to the end of this subsection:

The estimated quantity of bridge rail is:

                                                                                        Quantity
            Structure                               Rail Type                            (Foot)

    Bridge No. 21193                                Handrail                            1,574.0

00587.90 Payment - Add the following paragraph:

Payment for the item "Handrail" includes furnishing and coating the rail and connecting it to
chain link fencing and steel truss as applicable.


                 SECTION 00593 - POWDER COATING METAL STRUCTURES


Comply with Section 00593 of the Standard Specifications modified as follows:

Add the following subsection:

00593.02       Items to be Coated – Coat the following:

       Handrail
       Structural steel shapes in bridge protective fence
       Posts, brace rails, caps and other appurtenances for Type C protective fence

00593.10(b) Specifications - Replace the paragraph that begins "Furnish a polyester
topcoat…", with the following paragraph:

Furnish a polyester topcoat meeting the requirements of the American Architectural
Manufacturers Association (AAMA) Specification 2604.

Add the following to the end of this subsection:



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Provide a topcoat color of gloss black.

00593.44 Inspecting and Testing - In the list of tests, replace the Hardness line with the
following line:

                   Hardness ........................... AAMA 2604 and ASTM D 3363


           SECTION 00594 - PREPARING AND COATING METAL STRUCTURES


Comply with Section 00594 of the Standard Specifications modified as follows:

00594.10 Materials - Add the following to the end of this subsection:

Provide the following coating materials:

        Zinc-filled, single-component, moisture-cured polyurethane primer with 80%
         minimum zinc by weight in the dry film
        Micaceous iron oxide-filled single-component, moisture-cured polyurethane
         intermediate coat with 60% minimum volume of solids
        Micaceous iron oxide-filled single-component, moisture-cured, aliphatic
         polyurethane top coat with 60% minimum volume of solids

Top coat color shall be selected by the City of Medford and have a matte finish.

00594.90(a)        New Metal Structures – Replace this paragraph with the following
paragraph:

Payment for preparing and coating the new pre-fabricated steel truss will be made at the
Contract lump sum amount for the item "Coating Steel Structure".


                                 SECTION 00596 - RETAINING WALLS


Comply with Section 00596 of the Standard Specifications modified as follows:

00596.00 Scope - Add the following the end of this subsection:

Select a proprietary retaining wall system, to be constructed at Stations "L" 11+00.00 and
"L" 17+37.41, from the following list:

        Reinforced EarthTM – Cruciform Panel, available from The Reinforced Earth
         Company, 8614 Westwood Center Drive, Suite 1100 Vienna, VA 22182-2233, tel: 1-
         800-446-5700




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        Retained EarthTM – Square Panel Retaining Wall System, available from The
         Reinforced Earth Company, 8614 Westwood Center Drive, Suite 1100 Vienna, VA
         22182-2233, tel: 1-800-446-5700

Add the following subsection:

00596.01 Cost Reduction Proposals - Cost Reduction proposals according to 00140.70
will only be considered for retaining wall materials, products or proprietary retaining walls
that are approved by the ODOT Retaining Structures Program prior to advertising the
Project. A wall material, product, or proprietary retaining wall is considered approved by the
ODOT Retaining Structures Program if:

   • The ODOT Retaining Structures Coordinator has issued a letter of approval for the
     wall material, product, or proprietary retaining wall, or

   • The wall material, product, or proprietary retaining wall is listed as
     "approved-prequalified", "approved-conditional", or "approved-experimental" in the
     ODOT Retaining Structures Manual.

   • The wall material, product, or proprietary retaining wall closely resembles the existing
     walls at the South Medford Interchange, to the satisfaction of the Engineer.

Information about approved wall materials, products, and proprietary retaining walls is
available from the ODOT Retaining Structures Coordinator at 503-986-4200.

Cost reduction proposals for proprietary retaining walls shall meet the following
requirements:

   • Be a proprietary retaining wall for which the Contractor complies with the
     requirements of 00596.04 and 00596.40(a) and meets all other specification
     requirements for this Project except as approved by the Engineer.

   • The Contractor shall be responsible for, provide, and demonstrate the following:

        • Evaluating external stability for the proposed proprietary retaining wall (including
          sliding, overturning, bearing capacity, and global or deep seated stability) and
          providing a complete, stamped set of plans.

        • Perform all additional geotechnical exploration and structural or geotechnical
          analysis that is necessary for the proposed proprietary retaining wall.

        • Demonstrate to the satisfaction of the Engineer that the proposed proprietary
          retaining wall will adequately perform all the functions of the structure it is being
          proposed to replace.

00596.13(e) MSE Retaining Wall Precast Concrete Facing Panels - Revise this
subsection as follows:

    (1) Portland Cement Concrete - Replace the sentence with the following:

    Use Class 4000 - 1 1/2 or 3/4 concrete.



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    (2) Casting – Use form liners to produce the decorative patterns shown. Produce
    images matching as closely as possible, in appearance and depth of relief, those found
    on the existing retaining wall immediately adjacent to the Project's southern boundary.

    (3) Curing - Replace the sentence with the following:

    Fully support and do not strip the forms from the units until the concrete reaches a
    minimum compressive strength of 1,000 psi.

00596.16(c-1) Geotextile - For proprietary designs, provide a geotextile according to the
proprietor's and the manufacturer’s specifications and preapproved for the proprietary
system selected.

00596.16(c-2) Geogrid - For proprietary designs requiring a geogrid, provide a geogrid
according to the proprietor's and the manufacturer's specifications and preapproved for the
proprietary system selected.

00596.41(b) Testing - Under the Density bullet, add the following bullet to the end of the
list:

   • When base aggregate is used as MSE backfill according to 00596.11(g-1-b), compact
     the backfill material to 100% of relative maximum density as determined by
     AASHTO T 99 Standard Proctor Method D, with coarse particle correction according
     to AASHTO T 224.

00596.80 Measurement - Add the following to the end of this subsection:

The estimated quantities, for estimating purposes only, of listed materials are as follows:

       Structure                            Material                                    Estimated Quantities

         Wall 1                             Excavation                                         175 cu. yd.
                                            Granular Structure Backfill                        770 cu. yd.
                                            MSE Granular Backfill                               20 cu. yd.

       Structure                            Material                                    Estimated Quantities

         Wall 2                             Excavation                                         140 cu. yd.
                                            Granular Structure Backfill                        440 cu. yd.
                                            MSE Granular Backfill                               12 cu. yd.

00596.90       Payment – Add the following pay item and paragraph:

                   Pay Item                                              Unit of Measurement

              (i) Wall Coping ......................................................... Foot

Item (i) includes all coping identified on the plans as "Wall Coping", regardless of
differences in cross-section.




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                   SECTION 00640 - AGGREGATE BASE AND SHOULDERS


Comply with Section 00640 of the Standard Specifications modified as follows:

Add the following subsections:

00640.12 Decomposed Granite – Furnish commercially available decomposed or
crushed granite, uncolored, with a maximum particle size of 1/4 inch.

00640.80       Measurement – Add the following:

The quantities of decomposed granite walking paths will be measured on the area basis.

00640.90       Payment – Add the following pay item and paragraph:

                   Pay Item                                            Unit of Measurement

             (c) Decomposed Granite Walking Path .............. Square Yard

Item (c) includes payment for excavation and subgrade geotextile used in construction of
the path.




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                     SECTION 00730 - EMULSIFIED ASPHALT TACK COAT


Comply with Section 00730 of the Standard Specifications.

Comply with Section 00730 of the Standard Specifications modified as follows:

00730.90 Payment - Replace this subsection, except for the subsection number and title,
with the following:

No separate or additional payment will be made for emulsified asphalt tack coat.
Approximately 0.17 tons of emulsified asphalt in tack coat will be required on this Project.


  SECTION 00744 - MINOR HOT MIXED ASPHALT CONCRETE (MHMAC) PAVEMENT


Comply with Section 00744 of the Standard Specifications modified as follows:

00744.16 MHMAC Acceptance - Replace this subsection with the following subsection:

00744.16 MHMAC Acceptance - A CAT-1 shall perform a minimum of one asphalt
content, gradation, mix moisture, and Maximum Specific Gravity (AASHTO T 209) test per
day and provide results to the Engineer by the middle of the following work shift. The
Contractor shall also provide split samples to the Engineer when requested. Testing may
be waived upon written notice and accepted visually by the Engineer according to
Section 4(B) of the MFTP.

When three or more tests are performed on a project, a price adjustment will be calculated
according to 00744.95.

Add the following subsection:

00744.17 Small Quantity Acceptance - When less than three test results are obtained on
a project and testing has not been waived by the Engineer, the MHMAC will be accepted
according to the following:

   (a) Within Specification Limits - If all sublot sample test results are within specification
   limits for all constituents (including compaction) the material will be accepted and the full
   bid price will be paid for the material represented by that test.

   (b) Outside Specification Limits - If a sublot sample test result for any constituent is
   outside the specification limit the Engineer will have the backup sample tested.

       (1) Backup Within Specifications - If the backup sample test results for all
       constituents are within specification, the material will be accepted and the full bid
       price will be paid for the material represented by that test.

       (2) Backup Out of Specifications - If the backup sample test results are out of
       specification, the Contractor may choose to accept the price adjustment calculated
       according to 00744.95 or may choose to sample the in-place material for further



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       testing. The price adjustments will be computed using all original test results as well
       as all backup test results. (If there are less than three tests, average the two tests you
       have and use the average as the third test result). In no case will the composite pay
       factor (CPF) be greater than 1.0.

       (3) In-Place Samples - If the in-place material is sampled, the Engineer will select
       and sample from three random locations from the area represented by the lot in
       question. Those samples will be tested and if found to be within specification the
       material will be accepted and paid for at the full bid price. If the material proves to be
       outside of the specification limits, the material will be accepted and paid for at an
       adjusted price according to 00744.95. In no case will the CPF be above 1.0.

00744.49 Compaction - Replace this subsection with the following subsection:

00744.49 Compaction - Immediately after the MHMAC has been spread, struck off, and
surface irregularities and other defects remedied, roll it uniformly with rollers meeting the
requirements of 00744.24 until compacted to a minimum of 91% of MAMD. Perform finish
rolling and continue until all roller marks are eliminated. Determine the density of each
sublot by averaging five QC tests performed at random locations by a CDT with the nuclear
gauge operated in the backscatter mode according to WAQTC TM 8. Calculate MAMD
according to ODOT TM 305. When less than three sublot test results are obtained on a
project, the MHMAC will be accepted according to 00744.17. Perform a minimum of one
sublot density test per day. The Engineer may waive compaction testing upon written
notice.

Add the following subsection:

00744.95 MHMAC Price Adjustments - The Composite Pay Factor (CPF), calculated
according to 00165.40 will be applied to the Contract unit price for the pay items of
00744.90 and to the applicable lot quantities. The CPF will be made available to the
Contractor within 24 hours of receipt of the required quality control test results. If less than
three samples are tested, the CPF will be computed as outlined in 00744.17. The
maximum CPF for any case will be 1.0.

Use the following table to determine price adjustments in the CPF for constituents of
MHMAC.

                                                            Dense Graded MHMAC Type
                 Gradation Constituents                        Weighting Factor (f)

                 All Aggregate Passing                     3/4"             1/2"        3/8"

                                      1"                     1
                                    3/4"                     1                1
                                    1/2"                     1                1          1
                                    3/8"                                               1
                                  No. 4                      5                5          5
                                  No. 8                      5                6          6
                                 No. 30                      3                3          3
                                No. 200                     10               10         10




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                 Other Constituents
                     Asphalt Content                        26               26         26
                     Moisture Content                        8                8          8
                     Compaction                             40               40         40

Those MHMAC constituents statistically evaluated will be eligible for a maximum PF of 1.00
(see 00165.50(b-1)), unless otherwise specified.

If these specifications do not require measurement of a constituent, its individual PF will be
considered 1.00 in calculating the CPF according to 00165.40.

A price adjustment will be determined by the following formula:

         (CPF - 1) x MHMAC Unit Price x (LQ) = ____

    Where: LQ is the quantity of mixture in the lot


SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES


Comply with Section 00759 of the Standard Specifications.




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          SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS


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

00850.20(b) Equipment for Longitudinal Lines - Replace the paragraph that begins
"Use equipment capable of…" with the following paragraph and bullets:

Provide equipment that can:

  • 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.

00850.46 Placement Tolerance - Replace the bullet that begins "Thickness of lines…"
with the following bullet:

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

00850.47(b) Curing of Material - Replace the sentence that begins "Rate the line…" with
the following sentence:

Rate the line, markings, and pavement marker adhesive at the time of installation to
determine if the material has properly cured.

00850.47(c) Retroreflectivity - Replace      the  sentence                         that   begins   "Use    a
retroreflectometer…" with the following sentence:

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

00850.70 Disposal of Waste - Replace this subsection with the following subsection:

00850.70 Disposal of Materials - Dispose of all materials according to 00290.20.


             SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT


Comply with Section 00860 of the Standard Specifications modified as follows:

00860.45 Installation - In the bullet that begins "For yellow colored markings…", replace
the sentence that begins with "For yellow colored markings…" with the following two
sentences:

For yellow colored markings that delineate two-way traffic, apply the second application in
the opposite direction of the first application. For yellow colored markings on one-way
roadways, apply the second application in the same direction of the first application.




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   SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS

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

00867.90 Payment - Replace this subsection, except for the subsection number and title,
with the following:

The accepted quantities of work performed under this Section will be paid for at the
Contract unit price, per unit of measurement, for the following items:

                   Pay Item                                                             Unit of Measurement

             (a) Pavement Legend, Type ____ : Arrows ................................ Each

In item (a), the type of pavement marking material will be inserted in the first blank, and
includes single or multiple headed arrows as required.

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.




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                             SECTION 00930 - METAL SIGN SUPPORTS


Comply with Section 00930 of the Standard Specifications modified as follows:

00930.02 Working Drawings - In the paragraph that begins "Working drawings are not…",
delete the "Square Tube Sign Supports" bullet.

00930.10 Materials - In the paragraph that begins "Furnish galvanized bolts…", add the
words "for Minor Sign Supports" after the words "job site".

In the paragraph that begins "All components of…", replace the sentence that begins
"Galvanizing shall conform to…" with the following sentence:

Except for perforated steel square tube breakaway sign supports and for perforated steel
square tube sign supports, galvanizing shall conform to the requirements of Section 02530.
Galvanize perforated steel square tube breakaway sign supports and perforated steel
square tube sign supports according to ASTM A653 G140.

00930.80 Measurement - Add the following to the end of this subsection:

The estimated quantities of structural steel are as follows:

                Item                                                              Estimated Quantity
                                                                                       (Pound)

    Pipe Sign Supports                                                                   36

00930.90 Payment - Replace the paragraph that begins "No separate or additional
payment…" with the following paragraph:

No separate or additional payment will be made for route marker frames, wind bracing, pole
clamps, stainless steel clamps, mast arm street name sign mounts, or special sign
brackets.


                                          SECTION 00940 - SIGNS


Comply with Section 00940 of the Standard Specifications modified as follows:

00940.46 Inspection - Replace the sentences that begin "Inspection will…" and "Testing
for…" with the following sentence:

Inspection will be for conformance to the plans and Specifications, and for conformance to
nighttime visibility.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09                  47
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                    SECTION 00950 - REMOVAL OF ELECTRICAL SYSTEMS


Comply with Section 00950 of the Standard Specifications modified as follows:

00950.02 Definitions - Add the following after the electrical systems definition:

The electrical system to be removed under this Contract includes:

       Existing traffic signal wiring and traffic signal pole

Add the following subsection:

00950.42 Salvaging and Stockpiling Materials - The following item will remain the
property of City of Medford. Salvage the item, protect it from damage, and deliver and
stockpile it at the location indicated. Unloading will be the responsibility of the Contractor.
Contact City of Medford Service Center at 541-774-2600 to confirm delivery 48 hours prior
to delivery.

                      Materials                                          Stockpile Location

              Existing traffic signal pole                           City of Medford Service Center
                                                                     821 N. Columbus Ave. Medford

00950.90 Payment - Add the following paragraph to the end of this subsection:

No separate or additional payment will be made for salvaging, handling, transporting, and
unloading materials.


          SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS


Comply with Section 00960 of the Standard Specifications modified as follows:

00960.41(f) Disposition of Waste Materials - Replace this subsection with the following
subsection:

00960.41(f) Disposal of Materials - Dispose of all materials according to 00290.20.


       SECTION 00962 - METAL ILLUMINATION AND TRAFFIC SIGNAL SUPPORTS


Comply with Section 00962 of the Standard Specifications modified as follows:

00962.10 Materials - Add the following to the end of the material list:

                   High-Strength Fasteners ...................................... 02560.20




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09                 48
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

00962.41(b) Disposition of Waste Materials - Replace this subsection with the following
subsection:

00962.41(b) Disposal of Materials - Dispose of all materials according to 00290.20.


                     SECTION 00963 - SIGNAL SUPPORT DRILLED SHAFTS


Comply with Section 00963 of the Standard Specifications modified as follows:

00963.10 Materials - Add the following paragraph to the end of this subsection:

Provide the commercial grade concrete mixture with a slump of 8 inches  1 1/2 inches.


                             SECTION 00970 - HIGHWAY ILLUMINATION


Comply with Section 00970 of the Standard Specifications modified as follows:

00970.00 Scope - Replace this subsection, except for the subsection number and title,
with the following:

In addition to the requirements of Section 00960, Section 00962, and Section 02926, install
highway illumination according to the following Specifications.

Add the following subsection:

00970.50 Grounding and Bonding - In addition to the requirements of 00960.50 and
00962.50, ground and bond metal illumination poles and high mast towers according to the
following:

Install 1 inch non-metallic conduit from the pole base to the concrete and polymer concrete
junction box at each pole. Install a ground rod in each junction box and install No. 6 AWG
copper ground wire from the ground stud in the pole base to the ground rod in the junction
box. The ground rod may be installed in the same junction box that provides illumination
circuitry to the pole, however, provide a separate and independent conduit for the ground
wire. Bond all metal conduit and metal junction box covers, if used, together to the ground
rod.

On the inside of high mast tower shafts, weld a 1/2 inch Type 308, 309, or 310 threaded
stainless steel stud for a grounding lug. Locate the grounding lug 90 degrees from and
level with the bottom of the handhole.

Add the following subsection:

00970.75 Warranty – The warranty of 00170.85(b-1) applies to luminaires and luminaire
installations. The warranty period shall be one year, beginning on the date of Second
Notification.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09    49
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

Within 48 hours of receiving the Agency's written notification, the Contractor shall replace or
repair luminaires or components that experience mechanical or electrical failure due to
defective materials or workmanship, including installation. Replacement or repair shall
meet original specifications and shall restore the luminaire or defective component to full
functionality.

This Contractor warranty does not replace or reduce other warranties, including
manufacturer’s warranties, that are longer than one year.

00970.80 Measurement - In the paragraph that begins "The estimated quantities of…",
replace the sentence that begins "The estimated quantities of…" with the following
sentence:

The quantities of lighting poles and arms are listed on the Project plans.


                                 SECTION 00990 - TRAFFIC SIGNALS


Comply with Section 00990 of the Standard Specifications modified as follows:

00990.00 Scope - Replace this subsection, except for the subsection number and title,
with the following:

In addition to the requirements of Section 00960, Section 00962, and Section 02925, install
traffic signals according to the following Specifications.

 00990.90 Payment - Add the following paragraph before the paragraph that begins "No
separate or additional…":

Standard mast arm pole foundations will be paid for according to 00963.90.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09       50
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                                        SECTION 01030 - SEEDING


Comply with Section 01030 of the Standard Specifications modified as follows:


01030.13(f) Types of Seed Mixes - Add the following to the end of this subsection:

Provide the following seed mix formulas:

   • Permanent Seeding:

         Botanical Name                      PLS ÷ (% Purity x % Germination) =                Amount
         (Common Name)                    (lb/acre) (minimum)    (minimum)                     (lb/acre)

         Bromus carinatus
         (California Brome)                   19             ____                       ____    ____

         Elymus glaucus
         (Blue Wildrye)                       16             ____                       ____    ____

         Lupinus rivularis
         (Riverbank Lupine)                    9             ____                       ____    ____

         Elymus trachycaulus
         (Slender Wheatgrass)                  6             ____                       ____    ____

         Festuca occidentalis
         (Western Fescue)                      6             ____                       ____    ____

         Pseudoroegneria spicata
         (Bluebunch Wheatgrass)                6             ____                       ____    ____


01030.71 Waste Disposal - Replace this subsection with the following subsection:

01030.71 Disposal of Materials - Dispose of all materials according to 00290.20.


                                         SECTION 01050 - FENCES


Comply with Section 01050 of the Standard Specifications modified as follows:

01050.10       Materials - Add the following to the end of this subsection:

Furnish decorative precast concrete pilasters as shown, that closely resemble the existing
pilasters on the McAndrews Road Bridge over Bear Creek in Medford, Oregon. Pilasters
shall be coated with an acrylic exterior paint from the QPL at the point of manufacture prior
to shipment.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09                  51
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

01050.43(a) General - Add the following sentence to the end of this subsection:

For Type C protective fence only, set all metal end posts, intermediate end posts, and chain
link fence posts as shown.

01050.45(c) Chain Link Fence Fabric and Wire - Add the following sentence to the end
of this subsection:

For Type C protective fence only, assemble and install chain link fence fabric and wire
according to paragraphs (1), (2), and (3) of this subsection.

Add the following subsection:

01050.50 Decorative Pilasters – Construct and install precast concrete decorative
pilasters as shown.

01050.80       Measurement – Add the following subsection:

    (e) Decorative Pilasters – Decorative concrete pilasters will be measured on the unit
    basis, per each.

01050.90       Payment – Modify this subsection as follows:

    (c) Protective Fence for Bridges – Replace this subsection, except for the heading,
    with the following:

    Bridge protective fence on the prefabricated steel bridge will be paid for at the Contract
    unit price per foot for the item "Bridge Protective Fence."

    Fencing on the approach spans will be paid for at the Contract unit price per foot for the
    item "3.5 Foot Type C Protective Fence, Vinyl-Clad."

Add the following subsection:

    (e) Decorative Pilasters – Payment for decorative concrete pilasters will be made at
    the Contract unit price each for the item "Decorative Pilasters".




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09      52
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                         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)


                                 SECTION 02630 - BASE AGGREGATE


Comply with Section 02630 of the Standard Specifications modified as follows:

02630.10(a) Grading - In Table 02630-01, add the following sieve size line before the
No. 10 sieve size line and add the following footnote at the end to the table:

               No. 4 *                                                                            

       * Report percent passing sieve when no grading requirements are listed


                         SECTION 02925 - TRAFFIC SIGNAL MATERIALS


Comply with Section 02925 of the Standard Specifications modified as follows:

02925.51 Traffic Signal Lamps - Add the following to the end of this subsection:

Provide the following LED modules:

                                         Vehicle Signals

                     Indication             8 Inch Lens             12 Inch Lens
                     Color                      Type                    Type

                     Red                         LED 1                   LED 1
                     Yellow                      LED 1                   LED 1
                     Green                       LED 1                   LED 1




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09                       53
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

                                      Pedestrian Signals 2

                     Indication            Side by Side              Countdown
                     Color                    Type                     Type

                     Hand                       LED 3                    LED 4
                     Walking Man                LED 3                    LED 4
                     Numbers                                            LED 4
      1
          Flange mount LED modules.
      2
          Pedestrian signal LED modules may be a combination of indication in one module or
          single indication in separate modules.
      3
          Side by side LED modules are a combination of indication (both the hand and walking
          man in one module).
      4
          Countdown LED modules are a combination of indication (both the hand and walking
          man overlaid on the left with numbers on the right in one module).

Add the following subsection:

02925.68 Signal Head Covers - Provide signal head covers that:

  •   Are yellow prefabricated nylon.
  •   Completely cover the head, visors, and backplate.
  •   Include a fine mesh insert for signal testing.
  •   Have integral elastic bands and clips to secure the covers to the signal.


                    SECTION 02926 - HIGHWAY ILLUMINATION MATERIALS


Comply with Section 02926 of the Standard Specifications supplemented and/or modified
as follows:

Add the following subsection:

02926.70 Underdeck Illumination:

      (a) Underdeck Luminaires - Furnish one of the following underdeck lighting fixtures:

               Hubbell S9/C9 Series (C9-70S)
               Holophane PARKPAK (PARKC ceiling mount), or
               Approved equal

      Fixtures shall be furnished complete with all accessories necessary to perform
      underdeck lighting as a coordinated assembly. The luminaire shall consist of
      standardized sizes and shapes. The housing of all luminaires shall not be greater than
      13 inch long, 13 inch wide, and 9 inch deep.




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09        54
Barnett Rd. – Blue Heron Park Unit 2C
Grading, Structures, Paving, Illumination and Signals

    The luminaire shall consist of a die cast aluminum housing which encloses the ballast,
    lamp socket, reflector and a polycarbonate refractor retained by captive screws. The
    housing assembly shall mount to the new pedestrian bridge ceiling. Follow the
    manufacturer’s installation instructions.

    The refractor shall be injection-molded of UV resistant polycarbonate and provide a
    square or asymmetric distribution. All optical elements except shields shall be on the
    interior of the refractor.

    The integral ballast shall operate a 70 watt High Pressure Sodium lamp and provide
    reliable started temperatures as low as -20°F. Maximum line current shall be 0.75 Amps
    and lamp wattage regulation of 12% at 5% line voltage fluctuation. Core, coil and
    capacitors shall be positioned for maximum heat dissipation. Supply wires to the unit
    shall be of the proper temperature rating for the type of entry used.

    The luminaires shall be suitable for the environment encountered in roadways.
    Examples of the conditions to be taken into consideration are as follows:

             Air containing a large percentage of lint and dust particles.
             Exposure to chemically corrosive solutions from auto emissions, pavement
              deicing salts, and pavement traction minerals.
             Concrete leaching onto mounting plates and luminaires.
             Covered roadway cleaning involving high pressure detergent wash downs.
             Vibration from large tractor trailer trucks traveling within 4 feet of the luminaires.

     The luminaires shall have the following features to facilitate maintenance:

             Quick and easy luminaire removal with gloves on for the purpose of repair in
              shop.
             Luminaire cleaning using high pressure water and detergent.
             Repair and replacement of modular interior components.

    Furnish all components required for the complete mounting of the luminaire. Protect
    luminaires from damage and weather prior to installation. Store luminaires in a secure,
    clean, dry, heated location.

    (b) Lamps - Install the type and wattage indicated on the plans. Provide lamps from
    one of the following manufacturers: Sylvania, GE, Phillips, or approved equal.




                                                    *******




SPS15233, Barnett Road – Blue Heron Park Unit 2C Section, Final with Addenda, 9-14-09            55

				
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