PROJECT MANUAL AND

SPECIFICATIONS

OREGON DEPT. OF ADMINISTRATIVE

SERVICES YELLOW PARKING LOT

UPGRADES PROJECT

860 Marion Street - Salem, Oregon

June 26, 2026

#25010630

DAS YELLOW Parking Lot Upgrades

860 Marion Street - Salem, Oregon June 26, 2026

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Project No. 25010630

TABLE OF CONTENTS - 2

TABLE OF CONTENTS

The following specifications have been organized under the format of the Construction Specifications Institute (CSI). Section numbers listed are for identification and may not be consecutive. The contractor shall check his copy of the Project Manual against the Table of Contents to verify content.

DIVISION 01 GENERAL REQUIREMENTS

01 1000 SUMMARY OF WORK

01 2000 BASE BID, ALTERNATE BIDS AND UNIT PRICES

01 2500 SUBSTITUTION PROCEDURES

01 2600 CONTRACT MODIFICATION PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3113 PROJECT COORDINATION

01 3119 PROJECT MEETINGS

01 3300 SUBMITTAL PROCEDURES

01 3500 SPECIAL PROCEDURES

01 4100 REGULATORY REQUIREMENTS

01 4219 REFERENCE STANDARDS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 5639 TEMPORARY TREE AND PLANT PROTECTION

01 6000 PRODUCT REQUIREMENTS

01 6400 MATERIAL RECYCLING AND WASTE MANAGEMENT

01 7329 CUTTING AND PATCHING

01 7400 CLEANING AND TRASH REMOVAL

01 7700 CLOSEOUT PROCEDURES

01 7823 OPERATION AND MAINTENANCE DATA

01 7836 WARRANTIES

01 7839 PROJECT RECORD DOCUMENTS

DIVISION 02 EXISTING CONDITIONS

02 4119 SELECTIVE DEMOLITION

DIVISION 03 CONCRETE

03 0000 STRUCTURAL CAST-IN-PLACE CONCRETE

DIVISION 26 ELECTRICAL

26 0001 GENERAL ELECTRICAL PROVISIONS

---- PGE CONSTRUCTION CHECKLIST

26 0020 ELECTRICAL DEMOLITION

---- DEQ FACT SHEET

26 0026 ELECTRICAL SUBMITTALS AND SHOP DRAWINGS

26 0519 BUILDING WIRE AND CABLES

26 0526 GROUNDING

26 0529 SUPPORTING DEVICES

26 0533 RACEWAYS AND FITTINGS

26 0533.16 OUTLET, JUNCTION, AND PULL BOXES

26 0553 ELECTRICAL IDENTIFICATION

26 0560 OVERCURRENT PROTECTIVE DEVICES

26 0583 WIRE CONNECTIONS

26 2417 PANELBOARDS

26 2418 SPD SURGE PROTECTION (SPD) EQUIPMENT

26 2726 WIRING DEVICES

26 2912 DISCONNECTS AND MANUAL STARTERS

26 3300 ELECTRICAL VEHICLE (EV) CHARGING

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TABLE OF CONTENTS - 3

26 5113.20 LIGHTING FIXTURES

DIVISION 31 EARTHWORK

31 1000 SITE CLEARING

31 2000 EARTH MOVING

31 2200 GRADING

31 2316 EXCAVATION

31 2316.26 ROCK REMOVAL

31 2323 FILL

31 2513 EROSION CONTROL

DIVISION 32 EXTERIOR IMPROVEMENTS

32 1123 AGGREGATE BASE COURSE

32 1216 ASPHALT PAVING

32 1313 CONCRETE PAVING

32 1314 CONCRETE CURB AND WALKS

32 1713 PARKING BUMPERS

32 1723 PAVEMENT MARKINGS

32 1726 TACLTILE WARNING SURFACING

32 3113 CHAIN LINK FENCES AND GATES

32 8400 PLANTING IRRIGATION

32 9113 SOIL PREPARATION

32 9300 PLANTS

32 9451 SOIL CELLS

32 9456 PLANTING SOIL FOR SOIL CELLS

DIVISION 33 UTILITIES

33 4100 SITE STORM SEWER SYSTEM

33 4200 STORMWATER CONVEYANCE

860 Marion Street Salem, Oregon June 26, 2026

SEALS PAGES

Each consultant involved with the project is responsible for only those sections of the specifications they prepared.

DAS Yellow Parking Lot Upgrades

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SUMMARY OF WORK

01 1000-1

SECTION 01 1000 - SUMMARY OF WORK PART 1 – GENERAL

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 REQUIREMENTS INCLUDED

A. Work covered by Contract Documents

B. Contract method

C. Contractor’s use of premise

D. Owner occupancy

E. Response Time for Correcting Non-complying Work

F. Remove letter F

G. Protecting Existing Utilities

H. Shutdown of Existing Utilities

I. Sequence of Work

1.3 RELATED SECTIONS

A. Section 01 3500 Special Procedures

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. Work of this contract comprises the upgrades and improvements to parking lot owned by the Oregon Dept. of Administration Services. The parking lot is identified as located at:

1. Yellow Parking Lot - 860 Marion St, Salem, Oregon

1.5 CONTRACT METHOD

A. METHOD OF BID AWARD: Award will be made to the responsible Bidder submitting the lowest total for a responsive BASE BID and ALTERNATES selected for award for a Lump Sum amount.

1.6 CONTRACTOR USE OF PREMISES

A. Contractor may have full possession of the specific construction area for duration of construction as submitted in the Project Schedule and after receiving Owners written approval.

B. Coordinate use of premises under the direction of the Owner.

C. Assume full responsibility for protection and safekeeping of products under this Contract.

D. Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

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SUMMARY OF WORK

01 1000-2

E. Coordinate all utility shutdowns with Owner.

1.7 OWNER OCCUPANCY

A. The Owner will vacate the entire construction site beginning with the Contractors submitted and Owner approved schedule continuing until substantial completion.

B. Do not make excessive noise beyond what is allowed by city ordinance.

C. Smoking is prohibited on site.

D. Use of inappropriate and foul language; sexual harassment (including display of suggestive photos and calendars); insubordination to Owner’s Personnel, their Design Consultants, and their Guests will not be tolerated and will constitute grounds for Project removal. No increase in Contract Sum or extension of Contract Time will be authorized for such removal.

1.8 RESPONSE TIME FOR CORRECTING NON-COMPLYING WORK

A. Contractor’s response to notice of Work to be Corrected shall be accomplished during following time periods:

1. Emergency Work:

a. Failures or deficiencies constituting immediate danger or health hazard to People or likely damage to Property.

b. Response Time: 24 hours per day 7 days per week

2. Urgent Work:

a. Failures or deficiencies which do not immediately endanger Persons or Property but would soon do so if not corrected.

b. 8:00 AM & 5:00 PM on Mondays thru Fridays and within 3 calendar days following receipt of Notice.

3. Routine Work:

a. Failures or deficiencies of less importance that do not meet criteria of Emergency or

Urgent Work.

b. Response Time: Between 8:00 AM & 5:00 PM on Mondays thru Fridays and within

5 calendar days following receipt of Notice.

1.9 PROTECTING EXISTING UTILITIES

A. Drawings indicate approximate location of any known, concealed utility lines. Before starting work, Contractor shall determine exact location of any of these lines that could be damaged by Contract Work.

B. Contractor shall assume that other unknown utility lines do exist, and Contractor shall proceed with caution when working in areas that could conceal unknown utilities. If such utility lines are encountered, immediately request disposition instructions from Engineer.

C. If utility lines are damaged, remove, repair, or replace lines as directed. Additional compensation and/or extension of time, if any, caused by removing, repairing or replacing lines will be determined in accordance with General Conditions.

1.10 SHUTDOWN OF EXISTING UTILITIES

A. There are no anticipated shared utilities on this site The major utility will be shut down and removal of the current electrical system that currently supplies the site.

B. Do not interrupt Utility Services without advance written approval of Owner’s Representative.

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SUMMARY OF WORK

01 1000-3

1. Minimum Advance Notice:

a. For Minor Interruptions: 10 Working days

b. For Major Interruptions impacting entire Building, 10 working day

2. Emergency Power will be shut own only during unoccupied time

PART 2 - PART 2 – PRODUCTS - NOT USED

PART 3 - PART 3 – EXECUTION - NOT USED

END OF SECTION 01 1000

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BASE BID, ALTERNATE BIDS AND UNIT PRICES

01 2000-1

SECTION 01 2000 – BASE BID, ALTERNATE BIDS AND UNIT PRICES

PART 1 - GENERAL

1.1 1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 BASE BID

A. Includes a full demolition and reconstruction of the existing gravel parking lot to an improved paved parking lot. The improvements will include new landscape, lighting, relocated pay stations, upgraded electrical system, Electric vehicle charging, signage, striping and a new storm system that provides both water quality and quantity. The lot is owned by the state and provides parking for the state legislation. The new parking lot will meet current City standards and will provide better use during inclement weather. The parking lot improvements and work are shown on the Drawings and included specifications.

1. Yellow Parking Lot - 860 Marion St NE, Salem, Oregon

B. Upgrade and pave parking lot. As shown on plans and specified.

C. Unit Price – The following Unit Price items are to be incorporated into the work, only when that Unit Price item is made part of the Work by specific provision in the Owner-Contractor Agreement.

Include in the Unit Price all allowances itemized below to be expended in accordance with the general Conditions.

1. Bioretention “Drain Rock” – as described in City of Salem Detail No 219 on sheet C501 of the plans $________/CY

2. Bioretention Soil Mix “Growing Medium” – as described in City of Salem Detail No 219 on sheet C501 of the plans $________/CY

3. Remove Swale Excess Material/Over-Excavation Subgrade cost in dollars per cubic yard for over-excavation, off-haul, subgrade. Extents and depth of soil requiring over-excavation and replacement are to be determined by the Civil Engineer on site. $________/CY

4. Remove, Dispose and Reconstruction of Existing Curb – Curb is described for “Type B

Curb” and “Type C Curb” per City of Salem detail No. 303A on sheet C501 of the plans.

$________/LF

5. Over-Excavation of Unsuitable Subgrade and replacement with Structural Fill cost in dollars per cubic yard for over-excavation, off-haul, subgrade preparation, and backfill& compaction of imported granular structural fill according to the specifications. Extents and depth of soil requiring over-excavation and replacement are to be determined by the Civil Engineer on site after subgrade excavation is complete. $________/CY

6. Additional Asphalt Pavement Surface Replacement – Cost in dollars per square foot unit pricing to sawcut full depth and asphalt section as needed to remove existing failed asphalt.

Remove additional base rock as needed to provide 3” asphalt depth, level and compact.

Tack coat cut edges and patch with asphalt flush with surrounding surface. Apply sand to exposed tack coat. $________/SY

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7. Additional Wheel Stops – Cost in dollars per unit pricing to furnish and install one precast concrete wheel stop per detail 3 sheet C504. $________/EA

8. Increase or Reduce Quantity of 4” Barrier Post / Bollards - Cost in dollars per each unit pricing to increase or reduce the number of 4” Barrier Posts / Bollards according to detail RD130 on sheet C503. $________/EA

9. Increase or Reduce Quantity of 6” Barrier Post / Bollards - Cost in dollars per each unit pricing to increase or reduce the number of 6” Barrier Posts / Bollards according to detail RD130 on sheet C503. $________/EA

10. Additional Concrete Pavement Surface – Cost in dollars per square foot unit pricing to excavate, prepare subgrade, install 2” of crushed rock base and 4” thick concrete paving per City of Salem Detail No.306A on sheet C501. $________/SF

11. Additional Paint Stripe – Cost in dollars per linear foot unit pricing to prepare and paint one linear foot of 4” white painted striping per specifications. $________/LF

1.3 ALTERNATE BIDS

A. The following Alternate Bid is identified by number and describes basin changes to be incorporated into the Work, only when that Alternate is made part of the Work by specific provision in the Owner-Contractor Agreement.

1. Soil Cells (including planting medium & geotextile) – Cost in dollars to install Soil Cells / Enhanced Soil Volume as shown in detail 03 on sheet L102. Work includes excavation and installation of Cells, Soil / Compost infill medium, irrigation and aeration as described by the manufacturer.

Alternate #1 Price: $___________

2. Point to Point Cameras four as shown on plans Alternate #2 Price: $___________

B. Referenced specification sections and plans stipulate pertinent requirements for Products and methods to achieve the Work stipulated in the Unit Price.

C. Coordinate related Work and modify surrounding Work as required to integrate the Work of the Unit Price item, and to provide complete construction required by Contract Documents.

D. Each Unit Price includes:

1. Product cost to Contractor, less any applicable trade discounts.

2. Delivery to Site.

3. Required Labor when specified to be included.

4. Applicable Taxes.

E. In addition to Unit Price amount, include in Contract Sum the Contractor's cost for the following:

1. Handling Products at Site; including unloading, uncrating, and storage.

2. Protection against damage and discoloration.

3. Labor for installing and finishing except where labor is specified to be part of Allowance.

4. Other expenses required to complete installation.

5. Contractors and Subcontractors' overhead and profit.

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01 2000-3

PART 2 - PRODUCTS - NOT USED

PART 3 - EXECUTION - NOT USED

END OF SECTION 01 2000

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SUBSTITUTION PROCEDURES

01 2500-1

SECTION 01 2500 - SUBSTITUTION PROCEDURES

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 SECTION INCLUDED

A. Substitution Requirements

B. Requirements and procedures associated with product substitution during bidding.

C. Requirements and procedures associated with product substitutions after bid close.

1.3 SUBSITUTION REQUIREMENTS

A. Wherever a Material, Article, or piece of Equipment is identified on the Drawings or in the Specifications by reference to manufacturers' or vendors' names, trade names, catalog numbers, or the like, it is so identified for the purpose of establishing a standard, and any material, article, or piece of equipment of other manufacturers or vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or piece of equipment so proposed is, in the opinion of the Engineer, of equal substance, appearance, and function. The substituted Product shall not be purchased or installed by the Contractor without the Engineer's written approval.

B. Engineer after consultation with the Owner will be sole judge of acceptability of any proposed substitution.

1. Only approved substitutions may be used on Contract Work.

C. Each request for substitutions approval shall include:

1. Identity of Product for which substitution is requested; include Specification page, heading, and subheadings.

2. Identify of substitution including complete Product description, drawings, photographs, performance and test data, and all other information necessary for evaluation.

3. Quality of comparison of proposed substitution with specified Product. Changes in other

Work required because of substitution.

4. Effect on construction progress schedule.

5. Cost of proposed substitution compared with specified Product.

6. Any required license fees or royalties.

7. Availability of maintenance service.

8. Source of replacement materials.

1.4 SUBSTITUIONS DURING BIDDING PERIOD

A. No request for substitution approval will be considered unless electronic written request has been submitted on Standard Form bound hereinafter and has been received no later than as specified in the Invitation to Bid Section A.3 Solicitation Schedule.

B. Requests must be delivered by email to Single Point of Contact listed in Invitation to Bid Section A.2.

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C. Engineer will issue Addenda prior to Bid opening listing all approved substitutions.

1.5 ALLOWANCE OF SUBSTITUTIONS AFTER BIDDING

A. After effective date of Agreement, the Engineer in consultation with the Owner may, at its option, consider formal requests from the Contractor for substitution of products in place of those specified when submitted in accordance with the requirements of this section. One or more of the following conditions must also be documented:

1. The substitution shall be subject to the requirements of the bid documents.

2. The substitution must be required for compliance with final interpretation of code requirements or insurance regulations.

3. The substitution must be due to the unavailability of the specified product(s), through no fault of the Contractor.

4. The substitution may be requested when subsequent information discloses the inability of the specified product(s) to perform properly or to fit in the designated space.

5. The substitution may be due to the manufacturer's or fabricator's refusal to certify or guarantee performance of the specified product as required.

6. The substitution may be requested when it is clearly seen, in the judgment of the Owner that a substitution would be substantially to the Owner's best interest in terms of cost, time or other considerations.

7. All contractor submitted substitutions shall be at contractor’s own expense, including redesign and any other associated fees.

1.6 SUBSTITUTION REQUESTS

A. Prepare one request for each substitution item proposed for consideration. Requests will not be accepted from anyone other than Contractor.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Minimum information to be all manufacturers’ product data, or same information provided as submittal requirements of like products if it exceeds minimum. All variations of the proposed substitute and other related work from that specified will be identified in the request and available maintenance, repair, and replacement service will be indicated.

Engineer may require Contractor to furnish, at Contractor's expense, additional data about the proposed substitute.

C. Request constitutes a representation that Contractor:

1. Has investigated proposed product and determined that it meets or exceeds, in all respects, the specified product quality and will perform the functions and achieve the results called for by the design.

2. Provide the same warranty for substitutions as for specified product.

3. Coordinate installation and make all other changes which may be required for work to be complete in all respects, including changes required by suppliers, subcontractors, and others providing related work.

4. Complete the work within the Contract time.

D. Each request will contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, which will be considered by Engineer in evaluating the proposed substitute.

E. Substitutions will not be considered when they are indicated or implied on shop drawings or product data submittals without separate written request.

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1.7 APPROVAL OF SUBSTITUTION REQUEST

A. Within seven days of receiving a complete substitution request, the Engineer in consultation with the Owner will evaluate the request and notify the Contractor of its acceptance or not.

B. The Engineer after consultation with the Owner will be the sole judge of acceptability and decision of the Engineer will be final.

C. An acceptable substitution will only be executed in accordance as defined in the State of Oregon General Conditions.

PART 2 - PART 2 – PRODUCTS -NOT USED

PART 3 - PART 3 – EXECUTION -NOT USED

END OF SECTION 10 2500

SUBSTITUTION REQUEST FORM

To:

Project:

Specified Item:

Specifications Section No.: Page No.: Para. (Line) No.:

Proposed Substitution Item:

Attached Data Includes:

1. Product description, specifications, photographs, drawings, performance data, and/or test data necessary for request evaluation.

2. Description of changes to Construction Documents that proposed substitution will require for proper installation.

The Undersigned hereby certifies that the following is correct, unless otherwise modified by included attachments:

1. Proposed substitution is equivalent or superior to specified item.

2. If proposed substitution should alter project design, dimensions, or installation requirements, the Undersigned will pay for any increased costs necessitated by substitution, including costs for additional engineering, drawing, and specifying.

3. Proposed substitution will have no adverse effect upon Work of other trades, progress schedule, Code compliance, or warranty requirements.

4. Maintenance service and replacement products will be locally and readily available.

Additionally, the Undersigned hereby certifies that if this page is altered or modified, that the terms and requirements of the Contract Documents will remain unaltered or unmodified.

(Print or type the following)

Submitted by:

Signature:

Firm Name:

Street Address:

City, State, & Zip:

Phone: ( ) Date:

(If submitted after Contract award):

Contractor’s Signature:

Owner’s Signature:

(For use by design professional)

Approved Approved as noted

Not Approved Received too late

By

Date

Remarks

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CONTRACT MODIFICATION PROCEDURES

01 2600-1

SECTION 01 2600 - CONTRACT MODIFICATION PROCEDURES

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 SECTION INCLUDES

A. This section specifies administrative and procedural requirements for handling and processing the following Contract modifications.

1. Requests for Information

2. Field Order

3. Change Order Requests

4. Construction Change Directives

5. Change Orders

1.3 DEFINITIONS

A. Request for Information (RFI): Written request submitted by Contractor to Engineer on standard form requesting interpretation of Contract Documents. An RFI shall only be used as a vehicle for confirming or verifying an issue through and interpretation of the Contract Documents; responses that result in change to Contract Documents and adjustment to Contract Sum and/or Contract Time must be documented in a Change Order Request.

B. Engineer’s Supplemental Instruction (ESI): Written request by Engineer to Contractor describing modifications to the Contract Documents that shall be carried out in accordance with the supplemental instructions provide. These are not instructions to either stop work in progress or to execute the proposed change. If the Engineer or Owner anticipates a change to the Contract Sum or Contract Time, a Proposal Request will be issued.

C. Proposal Request (PR): Written request by Engineer to Contractor describing modifications to the Contract Documents for which a written proposal is required from the Contractor. These are not instructions to either stop work in progress or to execute the proposed change. Contractor shall submit with this form, an itemized labor/material cost and time proposal for the changes in the Contract Sum and Contract Time.

D. Field Order (FO): Written order, instruction, or project manual interpretation issued by Engineer to Contractor which authorizes minor changes to Work which do not alter Contract Sum or Contract Time.

E. Change Order Request (COR):

1. Initiated by Engineer: Written request by Engineer to Contractor to quote change to

Contract Sum and/or Contract Time for proposed change to Contract Documents.

2. Initiated by Contractor: Written request by Contractor to Engineer proposing change to

Contract Documents accompanied with quotation for change to Contract Sum and/or Contract Time.

F. Construction Change Directive (CCD): Written order prepared by Engineer, signed by Owner and Engineer, directing Contractor to proceed with change to Contract Documents which affect

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Contract Sum and/or Contract Time, for subsequent inclusion in a Change Order after change to Contract Sum and/or Contract Time has been determined.

G. Change Order (CO): As defined in the General Conditions and signed by Owner and Contractor.

1.4 FORMAT

A. Change Order and Construction Change Directive on forms provided by the Owner or Engineer.

1.5 1.5 FIELD ORDER

A. If evaluation of a proposal indicates that a Construction Change is appropriate but does not affect Contract Sum or Contract Time, Engineer will issue a Field Order. Distribute a copy of the Field Order to the appropriate sub-contractors and coordinate associated work.

1.6 CHANGE ORDER REQUEST

A. Change Order Requests may be initiated by the Owner or Engineer or by the Contractor. The Change Order Requests will result in a Field Order, approved Change Order Request, or Construction change Directive if a Change in Work is found to be necessary. Change Order Requests are for information only and are not an instruction or authorization to execute the change or an order to stop work in progress.

B. Owner or Engineer Initiated Proposals: Provide sufficient substantiating data to allow the Engineer to evaluate the proposal including the following:

1. Cost data for new work including:

a. Labor required.

b. Materials required.

c. Taxes, insurance, and bonds.

d. Overhead and profit.

2. Cost data for work to be deleted including:

a. Labor required.

b. Materials required.

c. Taxes, insurance, and bonds.

d. Overhead and profit.

3. Changes to contract time:

a. New project staging requirements.

b. New product delivery times.

4. All other justifying documentation considered necessary by Engineer to allow adequate evaluation of proposal.

C. Contractor Initiated Proposals: provide the following information:

1. Description of proposal change.

2. Reason for making change.

3. Effect on work of other Contractors.

4. Effect on work by Owner.

5. Effect on construction phasing.

1.7 CHANGE ORDERS

A. If evaluation of a proposal indicates that a Construction Change is appropriate and that the change affects the Contract Sum or Contract Time, a Change Order will be issued.

B. A copy of the Change Order will be prepared by the Owner and forwarded to the Contractor.

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C. An authorized representative of the Contractor will sign each copy and return all copies to the Owner.

D. An authorized representative of the Owner will sign each copy and return a copy to the Contractor.

1.8 CONSTRUCTION CHANGE DIRECTIVE

A. If a Construction Change is identified which must be processed quickly to avoid delay of the project, a Construction Change Directive may be issued.

B. The Construction Change Directive will include:

1. The method of determining the Change in Contract Sum.

2. An estimated increase (decrease) in Contract Sum.

3. The method of determining the Change in Contract Time.

C. An estimated increase (decrease) in Contract Time. The Construction Change Directive will be signed by the Owner and will serve as authorization to proceed with the described change in work.

D. If the change in work involves an increase in Contract Sum and the estimated increase is approached before the additional or changed work is complete, the Contractor must stop work associated with the change until an additional Construction Change Directive or Change Order is issued.

E. Simultaneously to completing work under a Construction Change Directive, the Contractor shall prepare a proposal as previously described detailing the exact change in Contract Sum and Contract Time associated with the work in question. The proposal will be reviewed by the Engineer and Owner, and a Change Order will be issued if the changes in Contract Sum and Contract Time are agreeable.

PART 2 - PRODUCTS – NOT USED

PART 3 - EXECUTION

3.1 CHANGES TO WORK

A. Do not begin any work not expressly shown or described in the Contract Documents without a written Field Order, approved Change Order Request, or Construction Change Directive.

END OF SECTION 01 2600

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PAYMENT PROCEDURES

01 2900-1

SECTION 01 2900 - PAYMENT PROCEDURES

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 FORMAT

A. AIA G702 - Application and Certificate for Payment.

B. AIA G703 - Continuation Sheet.

C. Payment request is to include the Contractor's Federal Tax Identification number.

1.3 PREPARATION OF APPLICATIONS

A. Type required information or use media-driven printout.

B. Execute certification by signature of authorized officer and notarize.

C. Use data on accepted Schedule of Values. Provide dollar value in each column for each line item for materials installed. Application for payment for stored materials will be accepted at Owner’s sole discretion subject to conditions stated in General Conditions.

D. List each approved Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work.

E. Prepare Application for Final Payment as specified in Section 01 7700, Closeout Procedures.

1.4 SUBMITTAL PROCEDURES

A. Submit to Engineer under transmittal letter.

B. Form and content shall be acceptable to Engineer.

C. Submit PDF or original copy of each Application for Payment at time stipulated in preconstruction conference.

D. Submit a copy of updated progress schedule; no payment will be certified without submission of updated schedules.

1.5 SUBSTANTIATING DATA

A. When Engineer requires substantiating information, submit data justifying line-item amounts in question.

B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description.

PAYMENT PROCEDURES

01 2900-2

PART 2 - PART 2 – PRODUCTS - NOT USED

END OF SECTION 01 2900

PROJECT COORDINATION

01 3113-1

SECTION 01 3113 - PROJECT COORDINATION

1.1 REQUIREMENTS INCLUDED

A. Coordination of the work and division of responsibility of each subcontractor under this Contract.

1.2 DESCRIPTION

A. Coordinate scheduling, submittals, and work of the various sections of specifications to assure efficient and orderly sequence of installation of construction elements with provisions for accommodating items to be installed later.

B. Coordinate and assign responsibility for completing various parts of the work to the appropriate subcontractor.

1.3 COORDINATION OF SUBMITTALS

A. Schedule and coordinate submittals specified in Section 01 3300, Submittal Procedures.

Contractor is fully responsible for providing all submittals within time periods allotted.

B. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment.

C. Coordinate request for substitutions to assure compatibility of space of operating elements and effect on work of other sections.

1.4 COORDINATION AND ASSIGNMENT OF RESPONSIBILITY TO SUBCONTRACTORS

A. Work under this Contract, including furnishing all equipment and materials and their proper installation, is specified under various sections in Division 01 through Division 33. Divisions are, in general, divided by trade. It is not the intent of these Specifications to imply that work specified under a particular Division must be performed by the trade normally associated with that Division.

B. Assign responsibility for furnishing and for installing various material and equipment as specified herein to the appropriate subcontractors and trades and determine the division of responsibility when there is interdependent work.

C. Coordinate the Work of all Subcontractors and make certain that, where the Work of one Trade is dependent upon the Work of another Trade, the Work first installed is properly placed, installed, aligned, and finished as specified or required to properly receive subsequent Materials applied or attached thereto.

D. Direct Subcontractors to correct defects in Substrates they install when Subcontractors of subsequent Materials have a reasonable and justifiable objection to such surfaces.

E. Do not force Subcontractors to apply or install Product over improperly installed or improperly finished Substrate that would result in an unsatisfactory or unacceptable finished Product.

F. Assume full responsibility for settling any disputes or conflicts concerning interdependent work or work that is looked upon as belonging to more than one trade.

PROJECT COORDINATION

01 3113-2

1.5 COORDINATION OF EQUIPMENT SHUTDOWN WITH OWNER

A. Coordinate existing site, parking lot, system or equipment shutdown with Owner's schedule, use, input. See Specification Section 01 3500, Special Procedures.

PART 2 - PRODUCTS - NOT USED

END OF SECTION 01 3113

DAS YELLOW Parking Lot Upgrades

860 Marion Street - Salem, Oregon June 26, 2026

PROJECT MEETINGS

01 3119-1

SECTION 01 3119 - PROJECT MEETINGS

1.1 DESCRIPTION

A. Project Progress Meetings

B. Related:

1. Documents affecting work of this Section include, but are not necessarily limited to General

Conditions, Supplemental General Conditions, and Sections in Division 01 of these specifications.

2. Some of the items mentioned in this Section are described further in other pertinent Sections of these specifications.

1.2 PRE-CONSTRUCTION CONFERENCE

A. Schedule Pre-Construction Conference within seven (7) days after "Notice to Proceed".

Representatives of the Owner, Engineer, and Contractor in attendance.

B. Schedule Pre-Landscape Construction 7 days before beginning of Landscape work.

Representatives of the Owner, Landscape Architect, Contractor responsible for the actual landscape and Soil work and the general Contractor in attendance.

C. Prepare meeting agenda, related to the Installation Contract, preside at meeting, prepare minutes of meeting, and distribute copies of minutes within 3 days to Owner, Engineer, meeting participants, and other affected parties.

D. Minimum Agenda:

1. List of subcontractors

2. Distribution of Contract Documents

3. Tentative construction schedule

4. Coordination of Contractor and subcontractors

5. Designation of responsible personnel

6. Critical work sequencing

7. Processing of observation reports, change orders, and applications for payment

8. Submittals

9. Use of construction site

10. Coordination with work of others

11. Delivery and storage

12. Safety and emergency procedures

13. Security procedures; keys

14. Parking requirements

15. Hazardous materials

16. Materials Recycling & Waste Management

17. As-Built document preparation and progress

E. Location of meeting to be at the site or at a location in Salem OR determined by the Owner’s Authorized Representative.

1.3 PROJECT PROGRESS MEETINGS

A. Project progress meetings will be held at site bi-weekly or as otherwise directed by the Owner's Authorized Representative throughout the progress of work.

DAS YELLOW Parking Lot Upgrades

860 Marion Street - Salem, Oregon June 26, 2026

PROJECT MEETINGS

01 3119-2

B. Representatives of Owner, Engineer, Contractor, and major subcontractors to attend.

C. Prepare meeting agenda, related to the Installation Contract, preside at meeting, prepare minutes of meeting, and distribute copies of minutes within 3 days to Owner, Engineer, meeting participants, and other affected parties.

D. At start of meeting, distribute to all attendees:

1. Agenda

2. Submittal Log

3. RFI Log

4. Change Order Log

5. Minimum Agenda:

6. Review and approve previous meeting minutes.

7. Review work progress since previous meeting.

8. Field observations, problems, conflicts.

9. Problems which impede construction schedule.

10. Review off-site fabrication and delivery schedules.

11. Corrective measures and procedures to regain projected schedule.

12. Revisions to Construction Schedule.

13. Progress, schedule, during succeeding work period.

14. Provide two week schedule look-ahead.

15. Coordination of schedules.

16. Review submittal schedules.

17. Pending changes and substitutions.

18. Review proposed changes for effect on Construction Schedule and on completion date.

19. Review As-Built drawings at 25%, 50% and 75% stages of work. Provide PDF electronic version to Engineer prior to each progress meeting. PDF can be based on a scan or photo of effected drawing sheets.

1.4 SHUTDOWN COORDINATION MEETINGS

A. Schedule Shutdown Coordination Meeting within ten days prior to requested shutdown, with Representatives of the Owner, Engineer, and Contractor in attendance.

B. Prepare meeting agenda, related to the scheduled shutdown coordination meeting, preside at meeting, prepare minutes of meeting, and distribute copies of minutes within 3 days to Owner, Engineer, meeting participants, and other affected parties.

C. Minimum Agenda: See Section 26 0001 for requirements.

D. Location of meeting to be at the site or at a location in Salem OR determined by the Owner’s Authorized Representative.

PART 2 - PART 2 – PRODUCTS - NOT USED

END OF SECTION 01 3119

SUBMITTAL PROCEDURES

01 3300-1

SECTION 01 3300 - SUBMITTAL PROCEDURES

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 SECTION INCLUDES

A. Project schedule.

B. Schedule of values.

C. Product evaluation data.

1.3 DEFINITIONS

A. Manufacturer's Product Data: Manufacturer's product data consist of one or more levels of manufacturer’s information as described below and as requested in the submittal schedule. The three levels of information include manufacturer's list, manufacturer's catalog data, and manufacturer's technical and engineering data.

1. Manufacturer's List: Manufacturer's list includes a typewritten list of manufacturer's name, sizes, and model or catalog numbers, referenced to the specification section.

2. Manufacturer's Catalog Data: Manufacturer's catalog data includes standard catalog information clearly identified to indicate specific products or equipment proposed and point of operation, if appropriate. Include installation instructions.

3. Manufacturer's Technical and Engineering Data: Manufacturer's technical and engineering data includes materials, dimensions, details, installation instructions, weights, capacities, illustrations, wiring diagrams, control diagrams, piping diagrams, connection diagrams, performance data (including performance curves), mix design, and any other information required for a complete and thorough evaluation of the equipment or items specified, and to verify compliance with specifications. Control diagrams or control schematics, where specified and required by the submittal schedule, include a detailed schematic of the proposed control modifications and their interface with existing control equipment, where appropriate, and a manufacturer and model number listing of all proposed control components shown on the control schematic.

B. Shop Drawings: Shop drawings are construction drawings of items manufactured specifically for this project. Shop drawings include dimensions, construction details, weights, and additional information to identify the physical features of the system or piece of equipment.

C. Samples: Samples illustrate functional characteristics of the product with integral parts and attachment devices. Samples allow evaluation of full range of manufacturer's standard colors, textures, and patterns.

D. Certificates, Test Data or Other Information: Requirements for certificates, test data, or other information will be listed under referenced specification sections.

SUBMITTAL PROCEDURES

01 3300-2

1.4 PROCEDURES

A. Contractor shall review, markup and approve all submittals of subcontractors and suppliers before delivering to Engineer. Submittal not reviewed by the Contractor will be returned.

B. Deliver PDF electronic copy of submittals to Engineer at address listed on title sheet of project manual within five business days of receiving Notice-to-Proceed. Transmit each item by cover letter or with approved transmittal form referencing the project, the Owner, and the Contractor.

C. Engineer will require five business days for review of submittal documents.

D. Revise and resubmit. Complete substitutions of original submittals unless specifically noted otherwise.

E. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply with provisions.

F. Submittal information required in Section 01 3300, Submittal Procedures - 1.4 below must be provided regardless of whether the proposed item or work is in exact accordance with the specification requirements.

G. Contractor to maintain one hardcopy of the approved submittal on site for reference during site visits and observations by the Owner or Engineer.

H. No item requiring approved submittal information shall be delivered to the site or installed, or any associated work performed until required submittals have been approved for compliance with the Contract Documents by the Engineer. Any item delivered to the site or installed, or any work performed without an approved submittal, which is deficient in any way, shall be removed from the site without expense to the Owner.

1.5 SUBMITTALS REQUIRED

A. Project Schedule:

1. A progress schedule for the proposed work, as outlined in the General Conditions and specified hereunder, prepared and submitted for review.

2. Coordination: Meet with Owner's representatives prior to preparing schedule to ascertain specific Owner scheduling requirements.

3. Submit electronic or one copy of completed schedule for review. Upon Engineer's signed approval work may commence.

4. Format: Horizontal bar chart or CPM format at Contractor's option.

a. Provide a continuous vertical line to identify the beginning workday of each week.

b. Within each time bar, indicate estimated completion percent increments.

c. Coordinate construction schedule with the schedule of values, list of subcontractors, submittal schedule, payment requests, and other schedules.

d. Indicate substantial completion date.

5. Schedule continually updated. Submit revised schedule with each application for payment.

B. Schedule of Values:

1. A schedule of values for the proposed work, as outlined in the General Conditions and specified hereunder, prepare and submit for review.

2. Submit a copy of schedule of values for review.

3. Prepare schedule of values using AIA form G703, columns A, B, and C.

4. Applications for payment will not be accepted until the schedule of values has been approved by signature of Engineer.

SUBMITTAL PROCEDURES

01 3300-3

C. Product Evaluation Data:

1. Submit product evaluation data within five business days of contract execution. Multiple submission or submission other than in one complete assembled document is not acceptable except where prior written approval is obtained. Where approval is obtained allowing the Contractor to submit after 14 days, a list of data remaining is to be submitted and a date of submittal for each item provided to the Engineer.

2. Submit manufacturer's product data as follows:

a. Submittals for manufacturer's product data in sufficient detail to establish conformance with specified requirements. Specific features marked with contrasting ink on printed literature. If translucent highlighting method is used, highlighted print reproducible by photocopy.

b. Submit PDF electronic format.

c. Order the contents the same as in the submittal schedule.

d. Each item or logical group of items identified by a separate marker in the document

(example: "pumps,” "air compressors", etc.).

e. Each document contains a Table of Contents which lists each tab and each item under each tab.

f. Catalog data (each separate item) identified by the name of the item, the system, the applicable specification paragraph number, drawing number and schedule.

3. Submit shop drawings as follows:

a. Submit shop drawings in PDF electronic format. After review by Engineer, make appropriate changes on original, reproduce, and distribute to the necessary parties.

b. Minimum scale for shop drawings 1/4-inch = 1-foot or larger if required for clarity.

c. Reinforcement bending and placing submittals prepared in conformance with

"Manual of Standard Practice for Detailing Reinforced Concrete Structures,” ACI Publication 3.5.

4. Submit samples as follows:

a. Submit two samples unless otherwise specified in individual specification sections.

b. Include identification on each sample.

5. Certificates, test data, or other information submitted as detailed in individual specification sections.

END OF SECTION 01 3300

DAS YELLOW Parking Lot Upgrades

860 Marion Street - Salem, Oregon

SPECIAL PROCEDURES

01 3500-1

June 26, 2026

SECTION 01 3500 - SPECIAL PROCEDURES

1.1 SECTION INCLUDES

A. Protection of work.

B. Maintaining systems operational.

C. Owner access and use.

D. Noise, dust, and odor control.

E. Security.

F. Furnishings to remain in work area.

1.2 PROTECTION OF WORK

A. Protect from damage any existing finishes, equipment, and adjacent work which is scheduled to remain.

1.3 MAINTAINING SYSTEMS OPERATIONAL

A. All systems currently operating which serve Owner utilized areas may be disconnected during construction with Owner’s approval. If any system currently in use must be turned off to perform work, permission must be obtained, and owner notified prior to performing any work. Permission must be requested ten days prior to any shut down of equipment or panels.

1.4 NOISE, DUST, FUME, AND ODOR CONTROL

A. Dust Produced from construction must be kept to a minimum and shall be contained within the work area. Contractor shall construct physical barriers approved by the Owner’s Authorized Representative to contain dust and odors.

1.5 Apex, delete and reformat.

1.6 SECURITY AND ACCESS

A. Take all reasonable precautions to maintain site security during construction. The Contractor shall be responsible for all loss or damage from theft or vandalism resulting from inadequate security.

PART 2 - PRODUCTS - NOT USED

END OF SECTION 01 3500

860 Marion Street - Salem, Oregon June 5, 2026

APEX

Project No. 25010630

REGULATORY REQUIREMENTS

01 4100-1

SECTION 01 4100 - REGULATORY REQUIREMENTS

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplemental General Conditions.

1.2 CODES AND STANDARDS

A. Comply with national, state, and all local codes, safety orders, applicable building code ordinances, and requirements of the serving utility.

B. Design features outlined in the Contract Documents take precedence when over and above the requirements of relevant codes. Relevant codes serve only as minimum standards.

C. Where execution of the work as outlined in the Contract Documents would be in conflict with codes and standards immediately notify the Engineer and do not perform any work until clarification and direction are obtained. Responsible for and pay for all associated costs for correcting any work the Contractor performs which does not comply with codes and standards, whether or not it has been completed in accordance with the design as outlined in the Contract Documents.

D. All materials and equipment used, where rated, bear the seal of approval of the NFPA, UL, and conform to applicable ANSI, ASME, NEMA, and OSHA standards.

1.3 PERMITS AND INSPECTIONS

A. Plan check will be obtained by Owner.

B. Obtain the approved plans and specifications from the City of Salem Building Department and pay permit fees. Construction Contractor to pay the building permit and trades permit fee(s) and will be reimbursed the full amounts without profit, overhead or markup by Change Order.

C. Arrange for all required inspections and deliver certificates of final inspection upon completion of work.

D. Contractor to coordinate, schedule and arrange for all required testing specified in the civil specifications and Special Inspections and testing specified in the Statement of Special Inspection and Testing on structural plans and within specifications.

E. Owner to pay for all required testing specified in the civil specifications and Special Inspections and testing specified in the Statement of Special Inspection and Testing on structural plans and within specifications.

PART 2 - PRODUCTS - NOT USED

END OF SECTION 01 4100

APEX

Project No. 25010630

REFERENCE STANDARDS

01 4219-1

SECTION 01 4219 - REFERENCE STANDARDS

1.1 REQUIREMENTS INCLUDED

A. Applicability of Reference Standards. Use of City of Salem and ODOT Standards where applicable.

B. Provision of Reference Standards at site.

C. Acronyms used in Contract Documents for Reference Standards. Source of Reference Standards.

1.2 QUALITY ASSURANCE

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The date of the standard is that in effect as of the Bid date, except when a specific date is specified.

C. When required by individual Specifications section, obtain copy of standard. Maintain copy at jobsite during submittals, planning, and progress of the specific work, until Substantial Completion.

1.3 SCHEDULE OF REFERENCES

AA Aluminum Association

1525 Wilson Boulevard, Suite 600 Arlington VA 22209

APEX

Project No. 25010630

REFERENCE STANDARDS

01 4219-2

END OF SECTION 01 4219

APEX

Project No. 25010630

TEMPORARY FACILITIES AND CONTROL

01 5000-1

SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

1.1 REQUIREMENTS INCLUDED

A. Staging Areas and Materials Storage

B. Electricity, Lighting

C. Telephone Service

D. Water

E. Sanitary Facilities

F. Temporary Barricades

G. Temporary Fire Protection

H. Temporary Job Signs

I. Cleaning during Construction

J. Parking

K. Removal

1.2 RELATED SECTIONS

A. 01 1000 Summary of Work

B. 01 3500 Special Procedures

1.3 GENERAL

A. Comply with governing Codes and Regulations.

B. Pay any required Fees or Easement Assessments.

C. Enforce safe and sanitary practices.

D. Maintain clean Facilities.

E. Prevent interference with Owner’s normal use of Owner’s Facilities.

1.4 STAGING AREAS AND MATERIALS STORAGE.

A. Clean and repair any damage caused during staging, handling, and storage of materials. Return areas and existing facilities to specified or original condition.

APEX

Project No. 25010630

01 5000-2

1.5 ELECTRICITY, LIGHTING

A. Connect to existing service; provide branch wiring and distribution boxes located to allow service and lighting by means of construction-type power cords. Owner will pay costs of energy used.

B. Existing and permanent lighting may be used during construction. Maintain lighting and make routine repairs.

1.6 TELEPHONE SERVICE

A. Provide telephone and directory listing name and business phone number.

1.7 WATER

A. Contractor to provide all necessary water.

1.8 SANITARY FACILITIES

A. Provide temporary toilet facilities in a location approved by Owner for use by construction crew.

Maintain in sanitary condition.

1.9 TEMPORARY BARRICADES

A. Provide all necessary to protect Public and Workers against injury and to protect Project against damage and unauthorized intrusion.

1.10 TEMPORARY FIRE PROTECTION

A. Provide and maintain necessary Facilities and Equipment to safeguard Project against Fire Damage.

1.11 TEMPORARY JOB SIGNS

A. Temporary Job Signs are not allowed except those required by law.

1.12 CLEANING…