00012759 Exhibit 1 Technical Specifications.pdf

EXHIBIT 1

TECHNICAL SPECIFICATIONS

OREGON DEPARTMENT OF TRANSPORTATION

ESB – MOSIER DE-ICER CONTAINMENT STRUCTURE

MOSIER DE-ICER CONTAINMENT STRUCTURE

TABLE OF CONTENTS

TABLE OF CONTENTS

Division 0 CONTRACT CONDITIONS

State of Oregon General Conditions for Public Improvement Contracts (separate document)

Division 1 GENERAL REQUIREMENTS NO. OF PAGES IN SECTION 01000 Special Conditions 2 01010 Summary of Work 4

01040 Project Coordination 2 01045 Cutting & Patching 2 01200 Project Meetings 1 01300 Submittals 2 01500 Temporary Facilities 2 01600 Materials and Equipment 2 01700 Project Closeout 2

Division 2 SITEWORK 02220 Excavating, Backfilling & Compaction for Structures 3 02270 Erosion Control 2

Division 3 CONCRETE 03100 Concrete Formwork 4 03000 Concrete Reinforcement 3 03000 Cast in Place Concrete 8

Division 4 MASONRY (NOT USED)

Division 5 METALS

05500 Miscellaneous Fabricated Metal 3

Division 6 WOOD AND PLASTICS (NOT USED)

Division 7 THERMAL AND MOISTURE PROTECTION (NOT USED)

Division 8 DOORS AND WINDOWS (NOT USED) Division 9 FINISHES (NOT USED) Division 10 SPECIALTIES (NOT USED)

Division 11 EQUIPMENT (NOT USED)

Division 12 FURNISHINGS (NOT USED)

Division 13 SPECIAL CONSTRUCTION (NOT USED)

Division 14 CONVEYING SYSTEMS (NOT USED)

Division 15 MECHANICAL (NOT USED)

Division 16 ELECTRICAL (NOT USED)

MOSIER DE-ICER CONAINMENT STRUCTURE SECTION 01000 -3

SPECIAL CONDITIONS

SECTION 01000 – SPECIAL CONDITIONS

1. GENERAL

1.01 WARRANTIES

A. Warranties and guarantees are for a period of one year from date of final acceptance unless noted otherwise.

1.02 RECORD DRAWINGS

A. Furnish Construction Project Manager one copy of "as-built" Drawings. In addition to finish copies required, one work set shall be maintained on project site at all times and shall be subject to inspection by Construction Project Manager. Before delivering finished sets to Construction Project Manager, accurately transpose information from work set showing all deviations from Contract Drawings. Finish copies shall be clean, accurate, easy to read, devoid of dirt, stains, smudges, etc. Contractor is cautioned particularly to indicate by dimension all permanently concealed items. No work may be permanently concealed until it is satisfactorily recorded on work set and evidence of same is presented to ODOT Construction Project Manager.

1.03 CLEAN-UP

A. In addition to removing rubbish and leaving the facility clean, General Contractor shall clean all surfaces, replace any broken components, clean hardware and fixtures, remove stains, spots, labels and marks from all surfaces.

1.04 SPECIFICATION FORMAT

A. Division of these Specifications into trade headings conforms roughly to customary practice and to the CSI format. They are used for convenience and identification and may not be consecutive.

Divisions included are listed in the index. Contractor shall check his copies of Specifications with index to be sure they are complete. Paragraph numbering may also not be consecutive.

1.05 TERMS

A. "APPROVED" as used herein means "approved by ODOT Construction Project Manager".

B. "FOR APPROVAL" means "for Construction Project Manager's approval."

C. "SELECTED" means "selected by Construction Project Manager."

D. "PROVIDE" means "furnish and install."

E. Where words “or approved" are used, Construction Project Manager is sole judge of quality and suitability of proposed substitution.

F. “CONSTRUCTION PROJECT MANAGER” refers to the individual selected by ODOT to manage the project.

G. “PROJECT COORDINATOR” refers to the on-site individual (if) selected by ODOT to be the local liaison with the contractor.

H. “INSTALL” means "furnish and install."

MOSIER DE-ICER CONAINMENT STRUCTURE SECTION 01000 -4

SPECIAL CONDITIONS

1.06 MEASUREMENTS

A. Verify all measurements, dimension and elevations before ordering any material or doing any work. Notify Construction Project Manager of any discrepancies.

1.07 NOT IN CONTRACT

A. Items noted as "N.I.C." are not in Contract and will be furnished and installed by Owner or others.

1.08 TEMPORARY BARRIERS

A. Provide and maintain construction barriers bounding the construction/demolition areas. Remove as soon as construction progress allows.

1.09 EXCESSIVE NOISE

A. All equipment shall have muffling devices in good working order at all times. Equipment not so equipped will be removed from site.

B. Cooperate with Owner in locating high noise producing equipment in areas least offensive and/or provide sound enclosure or shielding to dampen sound.

1.10 PARKING, STAGING AND MATERIAL STORAGE

A. Coordinate with Owner for staging area and parking spaces during construction.

1.11 REFERENCED STANDARDS

A. Where standards are referenced in this specification, they shall be the most current edition or as required by code.

END OF SECTION

MOSIER DE-ICER CONAINMENT STRUCTURE SECTION 01010 -5

SUMMARY OF WORK

SECTION 01010 - SUMMARY OF WORK

1. GENERAL

1.01 DESCRIPTION OF WORK

A. Work covered by this contract includes furnishing of all labor, materials, equipment and building permits for construction of concrete de-icer containment structure consisting of excavation, aggregate base, backfill, concrete, and miscellaneous embedded steel and related items as shown on the drawings and included in these specifications. The Pre-engineered metal building wall and roof structure is not included in this contract.

1.02 CONTRACT DOCUMENTS

A. The Contract Drawings indicate the location of facilities, equipment, etc. The Contractor shall verify the location of all items to be furnished, installed, or connected prior to installation of the items.

B. The Drawings are not to be scaled. Locations shall be determined at the site after field measurements have been taken.

1.03 TIME OF COMMENCEMENT AND COMPLETION

A. Notice to proceed: A written notice to proceed will be provided by the Owner to the Contractor as indicated in the invitation to bid. The Contractor shall begin the work upon receipt of the notice to proceed. Notwithstanding any other provision of the contract, the Owner shall not be obligated to accept or to pay for any work furnished by the Contractor prior to delivery of notice to proceed, whether or not the Owner has knowledge of the furnishing of work.

B. Completion of all items of work shall be within the time limits indicated in the invitation to bid.

1.04 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS

A. Contractor will be supplied by the Owner with two (2) sets of full-size drawings, (1) set of reduced drawings and one set of specifications. At least one complete set of contract documents, including one full-size set of drawings shall be kept at the site of construction in good condition, and at all times available to the Construction Project Manager.

1.05 COORDINATION OF WORK WITH OWNER AND OTHERS

A. Owner will occupy premises during construction period for the conduct of Owner’s normal operations.

B. Contractor shall coordinate his work with the Owner during construction operations to minimize conflicts and to facilitate Owner’s use of facilities.

C. Schedule work to maintain Owner’s continuous operations.

D. Move any stored products, which are under Contractor’s control, when necessary and when directed, and which interfere with owner’s operations.

MOSIER DE-ICER CONAINMENT STRUCTURE SECTION 01010 -6

1.06 INFORMATION CONCERNING CONDITIONS

A. Contractor shall make his own deductions and conclusions as to the nature of the materials to be excavated, the difficulties which may arise from subsurface conditions, and of doing any other work affected by the subsurface conditions and shall accept full responsibility.

B. Bidders shall satisfy themselves by personal examination and by such other means as they desire with respect to actual conditions in regard to the nature of the ground and subsoil water and in regard to the location of existing groundwater or surface structures. Unforeseen conditions shall not constitute a claim for additional payment under the terms of the contract or constitute a basis of cancellation thereof.

1.07 PERMITS AND FEES

A. The acquisition of all permits required, and payment of all fees, inspection charges and other similar costs shall be the responsibility of the Contractor. The State has applied for plan review with the Building Official. Contractor shall pay for and obtain a building permit for the project as noted above. The Contractor shall be responsible for obtaining and paying for all other construction and trades permits as may be required by Federal, State and Local Officials.

1.08 NOTICE TO UTILITY COMPANIES AND AGENCIES

A. Contractor shall notify all utility companies and public agencies affected by the construction 48 hours prior to excavation.

AGENCY/UTILITY TELEPHONE

One Call System (800)332-2344

The Contractor, in locating and protecting underground utilities, must comply with the regulations of ORS 757.541 to 757.571.

B. Contractor shall be responsible to mark the location, and if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this contract. If in the course of the work required hereunder, it is found necessary to relocate, revise or repair publicly or privately owned utility system, the said relocations, repairs or revisions shall be accomplished by the Contractor or an employee of the utility company.

1.09 EXISTING UTILITIES

A. In general, the locations of existing underground utilities are indicated on the drawings where known. Information shown has been obtained from available records and field surveys. The Owner does not guarantee the accuracy or completeness of this information, and it is to be un-derstood that other above ground or underground facilities not shown on the drawings are likely to be encountered during the course of the work.

B. Existing utilities, whether shown on the drawings or not, shall be protected as may be necessary by the Contractor in a manner satisfactory to owners and operators of the utilities and to the Owner. No utilities shall be removed without notifying owners and operators of the utility.

1.10 RESTORATION OF STRUCTURES AND SURFACES

A. Structures: The Contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found with minimum requirements as herein specified. Contractor shall also repair all existing structures which may be damaged as a result of the work under this contract.

MOSIER DE-ICER CONAINMENT STRUCTURE SECTION 01010 -7

B. Curbs, gutters, driveways, sidewalks and similar structures that are broken or damaged by the installation of the work shall be reconstructed by the Contractor. Reconstruction shall be of the same kind of material with the same finish and in not less than the same dimensions as the original work. Concrete shall be as specified herein unless otherwise indicated. Repairs shall be made by removing and replacing the entire portions between joints or scores and not merely refinishing any damaged part. Work shall match the appearance of the existing improvements as nearly as possible. Repairs shall meet all current code requirements of the jurisdiction having authority.

C. Cultivated areas and other surface improvements: Cultivated areas, either landscaping or lawns, and other surface improvements which are damaged by actions of the Contractor shall be re-stored as nearly as possible to their original condition.

1.11 CONSTRUCTION STAKING

A. Construction staking shall be provided by the Contractor.

B. Horizontal control shall be obtained by measurement off existing structures as shown on the drawings.

1.12 TEMPORARY UTILITIES

A. Contractor shall make arrangements for utility requirements during construction in accordance with this specification.

1.13 GEOTECHNICAL INFORMATION

A. Contractor shall make his own deductions and conclusions as to the nature of the materials to be excavated and the difficulties which may arise from subsurface conditions. No subsurface exploration has been conducted.

1.14 EXCESS MATERIALS AND DEBRIS

A. Excess materials and debris resulting from clearing and grubbing, demolition, excavation, and any of the Contractor's activities, shall be removed from the project site and disposed of at the Contractor's expense, unless otherwise noted on drawings. Disposal shall be made in accordance with applicable laws and regulations.

B. Excess materials and debris shall not be stockpiled or placed on public or private property except with the express written permission of the property owner. Contractor shall be responsible for obtaining all necessary permits and for paying all fees required for stockpiling or disposal of excess material and debris.

1.15 TESTING

A. ODOT will provide testing services through a laboratory as noted on plans and specifications.

Contractor shall coordinate with testing laboratory for scheduling and field work.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01040 -8

PROJECT COORDINATION

SECTION 01040 – PROJECT COORDINATION

1. GENERAL

1.01 DESCRIPTION

A. The Contractor shall coordinate the efforts of all suppliers and Subcontractors and shall maintain orderly progress of the work, prevent duplication of effort and ensure proper sequence of operations.

B. The Contractor shall coordinate with the Owner during the duration of the project.

1. All technical design questions shall be referred to Ramon Alonso, Construction Project Manager, at (541) 419-9481.

2. The Contractor will be responsible for keeping the Construction Project Manager informed of all activity throughout the project identified in this Contract.

1.02 QUALITY ASSURANCE

A. Throughout the progress of the work, the Contractor shall provide all necessary personnel thoroughly familiar with the Specifications and Drawings, completely trained and experienced in the necessary skills, who shall be present at the site and direct all work performed.

B. Conditions of Surfaces: Surfaces previously prepared or installed by another trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to that finish exists, notify the General Contractor and Construction Project Manager in writing, immediately. Otherwise, assume full responsibility for resulting appearance, condition and acceptance of finished surface.

C. Covering Up: No Contractor or Subcontractor shall cover up or conceal work of other Contractor/Subcontractor until same has been inspected and/or approved.

1.03 SUBMITTALS

A. Submit the names of Contractor's and all Subcontractor's representatives who shall direct the work.

2. PRODUCTS (N/ A)

3. EXECUTION

3.01 COORDINATION

A. Contractor shall verify and confirm all dimensions and conditions shown or implied on the Drawings and Specifications. Notify Construction Project Manager of discrepancies prior to start of work.

B. Verify sizes of custom manufactured items with actual job conditions before submitting Shop Drawings or commencing fabrication.

C. Drawings are generally diagrammatic, and unless specifically dimensioned, the locations of fixtures, equipment, and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of the Contractor to coordinate work of his Subcontractors.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01040 -9

PROJECT COORDINATION

Contractor shall require that various Subcontractors carefully examine and familiarize themselves with the drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown.

When this situation occurs, it shall be brought to the Construction Project Manager’s attention.

Contractor shall remove and relocate such items at his own expense if so directed by the Construction Project Manager.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01045 -10

CUTTING & PATCHING

SECTION 01045 – CUTTING & PATCHING

2. GENERAL

1.01 DESCRIPTION

A. Perform all cutting, fitting, and patching, including any attendant excavation and backfill, required to complete work and to:

1. Make work fit together properly.

2. Integrate with other work.

3. Uncover work for installation of ill-timed work.

4. Remove and replace defective and non-conforming work.

5. Remove samples of installed work for testing.

6. Provide penetrations through non-structural surfaces for mechanical and electrical work.

1.02 SUBMITTALS

A. Submit written request for cutting approval to Construction Project Manager well in advance of any cutting which affects:

1. Structural integrity of any completed or existing work.

2. Waterproof integrity of any weather-exposed or moisture-resistant work.

3. Efficiency, operational life, maintenance, or safety of any completed or existing work.

4. Visual qualities of any sight-exposed or moisture-resistant.

B. Request shall include:

1. Project identification.

2. Location and description of affected work

3. Necessity for cutting or alteration

4. Description of proposed work

5. Alternatives to cutting and patching

2. PRODUCTS

2.01 MATERIALS

A. Products similar to those specified elsewhere in this Project Manual:

1. Follow those specifications.

B. Other Products:

1. Follow Construction Project Manager’s instructions.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01045 -11

CUTTING & PATCHING

3.01 EXISTING CONDITIONS

A. Inspect existing conditions and identify work subject to damage or movement caused by proposed cutting and patching.

B. After uncovering, inspect conditions affecting performance of work.

C. Report unsatisfactory and questionable conditions to Construction Project Manager.

D. Do not proceed with work until Construction Project Manager provides further instructions.

3.02 PREPARATION

A. Protect other portions of project work against damage and discoloration.

B. Protect work exposed by cutting against damage and discoloration.

3.03 PERFORMANCE

A. Provide proper surfaces for patching and finishing.

B. Employ qualified installer or fabricator to perform cutting and patching for:

1. Weather-exposed or moisture-resistant surfaces.

2. Sight-exposed finished surfaces.

C. Cut concrete, asphalt and other rigid materials with masonry saw or core drill. Do not overcut at corners.

D. Restore cut or removed work with new products to provide work complete in accordance with contract documents. Maintain any original fire-resistance rating.

E. Where patching occurs, refinish entire surface to provide even finish to match adjacent work.

3.04 CLEANING & REPAIRING

A. Including work of other trades, clean, repair and touch-up, or replace when directed, products which have been soiled, discolored, or damaged by work of this section.

B. Remove debris from project site upon work completion or sooner, if directed.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01200 -12

PROJECT MEETINGS

SECTION 01200 - PROJECT MEETINGS

1. GENERAL

1.01 GENERAL

A. Project meetings will be held to accomplish the following:

1. Coordinate the work of the project.

2. Establish communication relationship between the Contractor and Construction Project Manager.

3. Establish sound working procedures.

4. Review job progress, quality of work and approval and delivery of materials.

5. Expedite the work to completion within the scheduled time limit.

1.02 PRECONSTRUCTION CONFERENCE

A. The Construction Project Manager will call the preconstruction conference at the site of the work. He will notify all parties concerned of the time and place of the meeting.

B. The meeting will be conducted by the Construction Project Manager. In order to ensure completeness, uniformity and orderly procedures, an agenda for the meeting may be developed.

C. The Contractor shall submit a schedule showing his proposed order of work and indicating anticipated beginning time and completion time of the major items of work.

1.03 PROGRESS MEETINGS

A. Meetings shall be held at the jobsite on a weekly basis at the Construction Project Manager’s discretion.

B. The meeting will be used for coordination between Contractor, Owner, Sub-contractors, Suppliers and any other interested parties.

C. The Contractor shall submit an updated schedule showing any deviations from previously submitted schedules.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01300 -13

SUBMITTALS

SECTION 01300 - SUBMITTALS

1. GENERAL

1.01 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the drawings and in the various sections of the specifications. Additionally, the Construction Project Manager may request submittals for any project component to verify compliance with project requirements.

1.02 SUBMITTAL REQUIREMENTS

A. General: All submittals shall be identified by project title, and number and shall include Contractor's name, date and revision date. In addition, shop drawings, product data and samples shall include names of subcontractor and supplier, applicable specification section number and Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with contract documents.

B. Shop drawings: Submit 4 copies of each shop drawing required by the specifications.

Show the information, dimensions, connections and other details necessary to ensure that the shop drawings accurately interpret the contract documents. Show adjoining work in such detail as required to indicate proper connections. Where adjoining connected work requires shop drawings or product data, submit such information for review at the same time so that connections can be accurately checked.

C. Product data: Submit 4 copies of each item of product data required by the specifications. Modify product data by deleting information which is not applicable to the project or by marking each copy to identify pertinent products. Supplement standard information, if necessary, to provide additional information applicable to project.

F. Effects of Review of Contractor's Submittals: Review of Drawings, method of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Construction Project Manager on behalf of the Owner, and the Contractor shall not have claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of "APPROVED" or "APPROVED AS NOTED" shall mean that the Construction Project Manager has no objection to the Contractor, upon the Contractor's own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

1.03 SCHEDULE

A. The Contractor shall provide the following schedules and submit them not later than 5 days after notice to proceed.

1. Contractor's construction schedule

2. Contractor's list of subcontractors

3. The Contractor's list of subcontractors and schedule of submittals shall be based upon the Contractor's progress schedule so that the work can progress in accordance with the approved progress schedule.

4. Contractor's Schedule of Values.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01300 -14

SUBMITTALS

B. The Contractor shall immediately advise the Construction Project Manager of any pro-posed changes in his submitted schedules. If, in the opinion of the Construction Project Manager, any submitted schedule is inadequate to ensure completion of work within the time limit, or is otherwise not in accordance with the specification, or if the work is not being adequately or properly prosecuted in any respect, the Construction Project Manager shall have the right to require the Contractor to submit new schedules providing for proper and timely completion of the work.

C. During the term of this Contract, the Construction Project Manager may require any schedule to be modified so that the changes in the work of this contract or related contracts (if any) are properly reflected in the schedule.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01500 -15

TEMPORARY FACILITIES

SECTION 01500 – TEMPORARY FACILITIES

1.01 CONTRACTOR ACTIVITIES

A. Contractor shall comply with all governing laws, codes and regulations.

B. Contractor shall pay required fees related to construction and contractor’s activities.

C. Temporary facilities and construction site shall be maintained in a clean and sanitary condition at all times and shall not interfere with Owner’s normal use of existing facilities.

D. Utilities shall not be used in a wasteful manner.

1.02 ELECTRICITY

A. Electrical power is available from existing maintenance building. Use of power and connection point must be coordinated with Construction Project Manager. In no case shall use of power interfere with maintenance operations. Provide and protect service to construction area by means of construction-type power cords.

1.03 WATER

A. Water is not available from existing maintenance facilities. Contractor shall provide all water required for construction.

1.04 SANITARY FACILITIES

A. The Contractor shall provide adequate toilet facilities for all workmen and Construction Project Managers employed on the work. The Contractors shall maintain the same in a sanitary condition from the beginning of the work until completion and shall then remove the facilities and disinfect the premises. All portions of the work shall be maintained at all times in a sanitary condition.

1.05 TRAFFIC CONTROL

A. Within Property Lines: Erect barricades sufficient to prevent injury to persons or damage to property. Construction shall conform to requirements of regulatory agencies having jurisdiction.

1.06 PROTECTION OF INSTALLED WORK

A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage.

B. Repair and/or replace all damaged work.

1.07 CLEANING DURING CONSTRUCTION

A. Control accumulation of waste materials and rubbish; periodically dispose of off-site.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01500 -16

TEMPORARY FACILITIES

1.08 SPECIAL SITE WORKING CONDITIONS

A. The existing building and grounds adjacent to this work will be in continuous normal working operations, by ODOT crews and site residents.

B. The construction area will be designated (and changed periodically as necessary) to minimize inconvenience from construction on ODOT crews and site residents. The Contractor will be responsible for establishing construction areas.

1.09 REMOVAL

A. Remove temporary materials, equipment, services, and construction prior to substantial completion inspection.

B. Clean and repair damage by installation or use of temporary facilities. Remove underground installations; grade site as indicated.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01600 -17

MATERIALS AND EQUIPMENT

SECTION 01600 – MATERIALS AND EQUIPMENT

1. GENERAL

1.01 DESCRIPTION OF WORK

A. This section includes general requirements pertaining to materials and equipment. Any such requirements as may be specified elsewhere or required by law are additional to the provisions included in this section.

1.02 SOURCE OF MATERIALS

A. No source has been provided for any of the materials required for construction of this project. The Contractor shall make his own arrangements to obtain this material at his own expense and all costs of acquiring, producing and placing this material in the fin-ished work will be considered incidental to the bid. Preference shall be given to domestic products.

1.03 QUALITY AND QUANTITY

A. Material and equipment: Material and equipment shall be new and of a quality equal to that specified or accepted, and shall be furnished in quantities required to avoid delays in the progress of the work. Mechanical and electrical equipment shall be the products of established manufacturers of good reputation regularly engaged in the fabrication of such equipment.

B. Work shall be executed in conformity with the Owner accepted standard practice of the trade so as to contribute to maximum efficiency of operation, accessibility and appearance, minimum cost of maintenance and construction of future alternations and additions. It shall be so executed that the completed work will conform and adjust itself to any existing installation.

C. When materials are specified to conform to ASTM, Federal, or other reference specifications, the materials delivered to the site shall bear the manufacturer's printed labels stating that the materials meet the requirements of such referenced specifications.

1.04 MANUFACTURER’S INSTRUCTIONS

A. Perform work in accord with manufacturer’s instructions.

B. Do not omit preparatory or installation procedures required by manufacturer.

C. Handle, install, connect, clean, condition, and adjust products in strict accord with such instructions and in conformance with specified requirements.

D. Should job conditions or specified requirements conflict with manufacturer’s instructions, consult Construction Project Manager.

E. Do not proceed with work without clear instructions.

1.05 TRANSPORTATION AND HANDLING

A. Factory-packed products shall be delivered in the manufacturer's original containers.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01600 -18

MATERIALS AND EQUIPMENT

B. Products shall be transported and handled in such a manner as to prevent their damage.

C. Arrange for delivery of products within the time limits established by the Construction Project Manager.

D. Furnish workmen to receive and unload products delivered to the site. Do not deliver, or have delivered, any products to the site unless such forces are available.

1.06 STORAGE AND PROTECTION

A. Neatly pile, store and protect products in locations where directed.

B. Protect products subject to damage by temperature or other weather conditions.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01700 -19

PROJECT CLOSEOUT

SECTION 01700 – PROJECT CLOSEOUT

1. GENERAL

1.01 DESCRIPTION OF WORK

A. Contractor shall provide all labor, material, and equipment to remove all temporary structures, all debris and surplus materials from the work site; to clean all interior and exterior surfaces, and equipment; to submit to the Owner all required test reports, guarantees, warranties, bonds, printed equipment operating and maintenance instructions, maintenance manuals, record drawings, and the like as required by the specifications.

1.02 FINAL CLEANUP

A. Contractor shall perform the final cleanup of the project with meticulous care.

1. Debris and excess materials shall be removed from the site and disposed of properly.

2. Repair, patch and touch-up marred surfaces to match specified finish and adjacent surfaces.

3. Clean all exposed surfaces of debris, dirt, marks and dust.

4. Maintain cleaning until final acceptance.

1.03 PROJECT RECORD DRAWINGS (AS-BUILT)

A. Maintain, at the jobsite, one set of the contract drawings for recording as-built conditions. Mark (in red) changes made during the course of construction.

B. Upon completion of the work, turn over the one marked-up set of prints to the Construction Project Manager.

C. Requests for partial payment will not be approved if the marked-up prints are not kept current and request for final payment will not be approved until the marked-up prints are delivered to the Construction Project Manager.

D. Where specified elsewhere in the technical specification, furnish the Construction Project Manager with corrected reproducible tracings of work included in the contract.

1.03 OPERATIONS AND MAINTENANCE MANUALS

A. Provide notebooks containing all product data, warranty, operation and maintenance data in a neat and organized format.

B. Provide two copies of all O&M notebooks for each piece of equipment.

C. Requests for final payment will not be approved until the required manuals are delivered to the Construction Project Manager.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 01700 -20

PROJECT CLOSEOUT

1.04 FINAL INSPECTION, TESTING AND START-UP

A. Final Inspection and Testing

1. Final inspection of the work by the Construction Project Manager will be made within 5 days after receipt of the Contractor's written request. All field tests and adjustment procedures described in the specifications must be completed, and all defects or omissions noted must be corrected.

B. Field Tests

1. All systems shall be tested by the Contractor to the satisfaction of the Project Manager before any facility is finally tested prior to being placed into operation.

Tests shall be made to determine whether the equipment has been properly assembled, aligned, adjusted and connected. Any changes, adjustments or replacements required to make the equipment operate as specified shall be carried out by the Contractor as part of the work.

2. Testing shall be witnessed by the Construction Project Manager.

1.05 INSTRUCTION OF OWNER'S PERSONNEL

A. Prior to Final Inspection, fully instruct Owner's operating and maintenance personnel in the operation, adjustment, and maintenance of products, equipment, and systems.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 02220 -21

EXCAVATING, BACKFILL & COMPACTION

SECTION 02220 - EXCAVATING, BACKFILLING & COMPACTION FOR

STRUCTURES

PART 1 GENERAL

1.01 WORK INCLUDED

A. Excavating, backfilling, trenching and compaction for structures.

1.02 RELATED WORK

A. Erosion Control – Section 02270.

1.03 PROJECT CONDITIONS

A. Notify all affected utilities at least 48 hours in advance of actual excavation.

B. Field locate all utilities including but not limited to gas, water, sewer, telephone, power and storm drain lines in advance of trenching operations.

PART 2 PRODUCTS

2.01 MATERIALS

A. Crushed aggregate fill: Washed, sound, durable rock free of soft, friable, thin, elongated, or laminated pieces, disintegrated material, organic matter, oil, alkali, or other deleterious substance. 3/4 inch minus mechanically crushed aggregate. No more that 5% passing the No. 200 sieve. Material shall be free of non-aggregate debris.

B. Provide a sample of proposed aggregate fill for analysis by testing laboratory.

PART 3 EXECUTION

3.01 EXCAVATION

A. Contractor shall inspect the site before starting work. The Contract Documents shall be examined and checked with the field layout to correct any discrepancies that may exist.

B. The general location of all known underground utilities and other property likely to be encountered in excavation has been shown on the drawings where know. Data shown has been compiled from the best available sources but is to be used for informational purposes only, and its accuracy is not guaranteed.

C. General: Remove and dispose of all materials encountered to obtain required sub-grade elevations. Do not carry excavations deeper than necessary. All over-excavated areas shall be corrected at the Contractor's expense with crushed aggregate fill to the satisfaction of the Construction Project Manager. Remove unacceptable or excess material from the site. Immediately after excavation is completed, the Construction Project Manager upon notification will make an inspection to determine if testing or additional excavation is required. The Contractor shall provide a minimum of forty-eight hours notice for inspection.

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D. Excavate to lines and grades shown or established. The subgrade upon which the fill or structure is to be placed shall be firm, undisturbed and true to grade. Notify Construction Project Manager of unacceptable conditions prior to proceeding.

E. Locate excavated material in such a manner that it does not create a hazard to pedestrian or vehicular traffic, nor interfere with existing drainage.

F. Known utilities and structures expected to be adjacent to or encountered in the work are shown on the drawings. It is expected that there may be discrepancies and omissions in the location of utilities and structures shown, and no responsibility is assumed by ODOT, Owner, designer, or Construction Project Manager for their accuracy. The Contractor shall be responsible for the actual locating and protecting of existing utilities.

G. The surface of the excavation shall be restored to original condition. All grading, subgrade preparation, and surfacing shall be installed accurately to the satisfaction of the Construction Project Manager. Where the excavation is made in a paved surface, it shall be cut with a saw on the edge of the excavation to provide a vertical joint.

H. If existing pavement areas that will be left in place are damaged due to hauling or to any other activity of the Contractor, they shall be replaced at the Contractor's expense as directed by the Construction Project Manager.

I. Spillage of excavation materials on paved areas shall be immediately cleaned up by the Contractor. If required by the Construction Project Manager, cleanup shall include brooming and flushing with water.

J. Contractor is responsible for design and installation for all required shoring necessary to complete excavations.

3.02 UNEXPECTED HAZARDOUS WASTE CONTAMINATION

A. If unanticipated hazardous substances are discovered during construction, that threaten the health and safety of workers, the public, or the environment, do the following.

Immediately remove all affected employees and secure the area to prevent access and notify the Construction Project Manager immediately and provide written notification within 24 hours, setting forth a description of the incident.

B. The Construction Project Manager will attempt to resolve the unanticipated situation expeditiously. Delays to work due to the discovery of unexpected contamination will be considered for exclusion from contract time.

3.03 BACKFILL

A. Backfill sequentially as work progresses to prevent contamination of imported materials.

B. Do not place backfill until all underground/underslab utilities are in place and approved by the Construction Project Manager or building officials, as required.

C. Compact in layers as filled to the density required on drawings, but not less than 95% relative maximum density according to ASTM D698, at optimum moisture using approved vibrating mechanical compacting equipment. Contractor to hire third party testing company to provide analysis of aggregate to be utilized and subsequent compaction test results showing not less than 95% relative maximum density.

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D. Place in maximum 8” thick loose layers. Compact to required density before placing subsequent layer.

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EROSION CONTROL

SECTION 02270 – EROSION CONTROL

1.01 DESCRIPTION OF WORK

A. The Contractor shall maintain and construct temporary erosion control structures as necessary to prevent erosion.

1.02 EROSION CONTROL REQUIREMENTS

A. All work shall conform to the requirements and guidelines given in the ODOT Routine Road Maintenance “Blue Book” Water Quality and Habitat Guide Best Management Practices, Revised 2004. The “Blue Book” is available from ODOT.

B. Prior to any construction activity, provisions shall be made for the interception of all potential silt-laden runoff that could result from construction activity. Interception shall preclude any silt-laden runoff from discharging from the proposed construction to downstream properties. Specific laws, ordinances and resolutions regarding pollution prevention and natural resource preservation that may affect this project include, but are not limited to, the following:

1. Federal Clean Water Act

2. ORS 468-740 and OAR 340-41-455 (3)

C. Erosion control methods shall conform to the guidelines of the ODOT General Permit

1200CA.

1. Contractor shall submit a written Erosion and Sediment Control Plan (ESCP) to the Construction Project Manager prior to the start of construction.

2. The ESCP shall be in conformance with regulatory guidelines.

D. Contractor shall obtain an Erosion Control Permit and shall comply with all permit provisions, when required by local jurisdiction having regulatory authority.

2. PRODUCTS

2.01 BIOFILTER BAGS

A. Provide minimum size 18” x 6” x 30” plastic mesh bags with ½” openings filled with approximately 45 pounds of clean, 100% recycled wood-product waste.

2.02 SAND BAGS

A. Provide 24” x 12” x 6” durable, weather-resistant, tightly woven bags sufficient to prevent leakage of filler material. Fill bags with at least 75 pounds of firmly packed fine aggregate 3/8” minus or 3/8” to 3/16” pea gravel.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 02270 -25

EROSION CONTROL

2.03 SEDIMENT FENCE

A. Provide prepared fence with integral 2 x 2 wood stakes. Embed base of fence in soil to block sediment passage.

2.04 OTHERS

A. Provide other products and materials as necessary for a successful ESCP.

3.01 GENERAL

A. All erosion control products and materials shall be installed in accordance with the manufacturer's recommendations and shall conform to the requirements of applicable permits.

B. Maintain all erosion control and sediment prevention elements to ensure that no sediments are allowed to leave the construction area. Make necessary adjustments to the erosion control plan throughout the project as required.

C. Inspect erosion control elements at least once every 7 days, but within no more than 24 hours in the event of a significant rainfall event. Correct any deficiencies immediately upon discovery.

D. All sediment barriers shall remain in place for the duration of work and shall be removed after surface restoration and cleanup has occurred.

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CONCRETE FORMWORK

SECTION 03100 – CONCRETE FORMWORK

1.01 DESIGN & ENGINEERING

A. Formwork Design and Engineering, as well as Construction, are the Contractor's responsibility.

1.02 RELATED WORK

A. Concrete Reinforcement – Section 03200.

B. Cast-In-Place Concrete – Section 03300.

1.03 COORDINATION

A. Coordinate with other Trades affecting or affected by Work of this Section.

1.04 PRODUCT DELIVERY, STORAGE, & HANDLING

A. Protect against damage and discoloration.

2. MATERIALS

2.01 FORMS

A. Wood plank forms for foundation and slab

1. Material: Lumber

2. Species: Douglas Fir or Hemlock

3. Casting Face Texture: Smooth

4. Casting Face Appearance: No loose Knots or Knot Holes; maximum Knot size

1-1/2 inch and well scattered.

5. Size: Support Concrete at rate poured

6. Extent of Work: Provide only at Footing and Flatwork perimeters, unless otherwise indicated.

B. Plywood forms for walls:

1. Material: APA B-B Plyform grade Plywood class 1 or MDO

2. Thickness: As required by Concrete placement rate

3. Casting Face Texture: Smooth

4. Extent of Work: Provide at vertical wall faces

C. Form ties:

1. Manufacturer: Bowman, Richmond, Burke, Dayton, or approved

2. Type: Plastic Cone as recommended by Manufacturer for conditions of use

3. Breakback Distance from Concrete Face: 1 inch

4. Do not use Wood Spacers

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 03100 -27

2.02 EMBEDDED ITEMS

A. Steel Reinforcement: Refer to Section 03200

B. Anchor Bolts: Furnished by Steel & Equipment Fabricators

C. Miscellaneous imbedded items

2.03 FORM TREATMENT MATERIALS

A. For Wood Plank Forms: Non-staining chemical Form Release Compound of Contractor's choice

B. For Plywood Forms: Non-staining chemical Form Release Compound of Contractor's choice

2.04 FORM JOINT CAULKING COMPOUND

A. Manufacturer & Brand: Sonneborn Sonolac, Dap Acrylic Latex, or approved

3.01 PROTECTION

A. Protect other Work against damage and discoloration caused by work of this Section.

3.02 INSTALLATION

A. Conform to shapes, lines, and dimensions shown on Drawings. Brace and tie together to ensure that position and shape are maintained. Make tight to prevent Concrete leakage. Arrange Joints as indicated or directed. Form any Surface Indentations shown on Drawings. Provide Access Openings as required for cleaning and inspection of Forms and Embedded Items prior to placing Concrete. Locate where not exposed to view.

3.03 EARTH FORMS

A. Hand trim where necessary. Remove loose Dirt.

3.04 PLYWOOD FORMS

A. At Forms for Exposed Concrete, fill Form Panel joints with Form Joint Caulking Compound, and strike Compound flush with Panel on face adjacent to exposed Concrete, or cover Joints with thin, smooth, plastic, Pressure-sensitive Tape. Forms shall be constructed and caulked so that joint lines are not visible in the finished concrete.

3.05 BRACING

A. Provide as required to meet load requirements.

B. Protect against undermining or settlement when placed on ground.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 03100 -28

C. Anchor as required to prevent upward or lateral Formwork movement during Concrete placement.

D. Provide sufficient longitudinal and vertical bracing of forms to prevent bows between support points.

3.06 FORM TIES

A. Provide as required to meet load requirements.

B. Unless otherwise indicated or approved, locate equidistant and symmetrical; align vertically and horizontally. At Forms for Exposed Concrete seal Form Ties against leakage with Form Joint Caulking Compound.

3.07 OPENINGS & CHASINGS

A. Provide Openings and Chasings for Mechanical and Electrical Work. Sizes and locations as directed by Mechanical and Electrical Trades.

3.08 ALLOWABLE TOLERANCES FOR CONCRETE

A. Variation from level:

1. 1/4 inch in 10 ft.

2. 3/16 inch in any Bay or 20 ft. maximum.

3. 3/8 inch in 40 ft. or more.

B. Variation of Building Lines: 1/4 inch in any Bay or 20 ft. maximum.

C. Variation in Cross Sectional Dimensions: Minus 1/8 inch; plus 1/4 inch.

D. Variation in Surface Tolerance: 1/8 inch in any 10 ft. measured with 10 ft. straight-edge.

E. Maximum Deflection of Form Facing Material between Supports: 0.0025 x Span Column & Wall Locations. Accurately size and locate within 1/8 inch plus or minus.

3.09 TREATMENT OF FORMS

A. Wood Plank and Plywood Forms:

1. Prior to each use: Apply Form Coating to contact surfaces in accordance with Manufacturer's directions.

2. When treating previously set Forms, prevent Coatings from covering Reinforcing Steel or existing Concrete where bond is required.

3. Prevent Coatings from collecting in puddles.

3.10 EMBEDDED ITEM INSTALLATION

A. Steel Reinforcement: Refer to Section 03200.

B. Steel Fabrications: Refer to Section 05500.

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C. Anchor Bolts:

1. Secure in accordance with approved setting drawings.

2. Set with templates to assure accurate bolt positioning.

3.11 ADJUSTMENTS

A. Reposition to true alignment prior to, during, and after Concrete placement, if necessary.

B. During concrete placement, in areas where formwork develops weakness, settlement, or distortion, stop concrete placement, remove placed concrete, and replace or strengthen Formwork.

3.12 FORM CLEANING

A. Remove debris and foreign matter from Formwork prior to concrete placement.

B. Remove loose rust and foreign matter from reusable Hardware prior to installation into Formwork.

3.13 FORM REMOVAL

A. Leave forms and shoring in place until concrete has attained sufficient strength to safely support own weight and imposed loads.

B. Remove forms at time and in manner to insure safety of structure, and without concrete surface damage.

C. At exposed concrete, form-removal time shall be uniform to avoid color differences.

D. Remove top forms from any sloping concrete surfaces as soon as concrete is self-supporting. Repair and finish, if necessary, and cure immediately

3.14 FORM RE-USE

A. Withdraw projecting Nails and clean Concrete Form contact surfaces.

B. Replace with new material when necessary or when directed.

C. Re-use Forms only when contact-surfaces equal those specified for original use.

3.15 PRODUCT CLEANING & REPAIRING

A. Including Work of other Trades, clean, repair and touch-up, or replace when directed, Products which have been soiled, discolored, or damaged by work of this Section.

B. Remove Debris from Project Site upon work completion or sooner, if directed.

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CONCRETE REINFORCEMENT

SECTION 03200 – CONCRETE REINFORCEMENT

1.01 COORDINATION

A. Coordinate with other trades affecting or affected by work of this section.

1.02 PRODUCT DELIVERY, STORAGE & HANDLING

A. Protect against damage and coverage by mud or ice.

B. Tag each piece or bundle and indicate size, grade, and location.

1.03 FIELD MEASUREMENTS

A. Verify prior to fabrication.

B. If field measurements differ slightly from drawing dimensions modify work as required for accurate fit. If measurements differ substantially, notify Construction Project Manager prior to fabrication.

1.04 SUBMITTALS

A. Provide reinforcement shop drawings electronically for approval a minimum of one week prior to placement.

2.01 REINFORCING BARS

A. Bars are to be formed from steel conforming to ASTM A-706 where welding of bars will occur and ASTM A-615 at all other bars. Bars shall be uncoated grade 60.

B. See drawing details for specific sizes and configurations.

2.02 TIE WIRE

A. Tie wires are to be black annealed steel conforming to federal specification QQ-W-461.

Minimum wire size is 16 gauge.

2.03 ACCESSORIES

A. Products shall be constructed of concrete, ceramic, plastic, or metal. Hot-dip galvanize any metal accessories adjacent to exposed concrete surfaces.

B. Manufacturing standard shall be the Manual of Standard Practice, published by Concrete Reinforcing Steel Institute; 180 N. LaSalle Street; Chicago, IL 60601. Copies can be obtained from Institute. Extent of work shall include all accessories necessary for proper Reinforcement placement, spacing, support, and fastening.

MOSIER DE-ICER CONTAINMENT STRUCTURE SECTION 03200 -31

2.04 FABRICATION

A. Follow Manual of Standard Practice published by Concrete Reinforcing Steel Institute.

2.05 ALLOWABLE FABRICATION VARIATION FROM DRAWING DIMENSIONS

A. Sheared length shall be plus or minus 1 inch.

B. Tie dimensions shall be plus or minus 1/2 inch.

C. All other bend dimensions shall be plus or minus 1 inch.

2.01 EXISTING CONDITIONS

A. Verify that surfaces to receive Reinforcement are accurately sized and located, square, plumb, rigid, secure, and otherwise accurately prepared.

B. Prior to starting work, notify General Contractor about defects requiring correction. Do not start work until conditions are satisfactory.

2.02 PROTECTING WORK OF OTHER SECTIONS

A. Protect against damage and discoloration caused by work of this Section.

2.03 INSTALLATION

A. Bend bars…