Attachment A - SPS_Memaloose_Rest Stop_Improvements_TechnicalSpecs_1of2 hh.pdf

BID BOOKLET

FOR HIGHWAY CONSTRUCTION

BID BOOKLET 1 OF 2

OREGON TRAVEL INFORMATION COUNCIL

SALEM, OREGON

THE MEMALOOSE EASTBOUND AND WESTBOUND

REST AREA BUILDING IMPROVEMENTS

SIDEWALK, WATER, SEWER, BUILDING

I-84, EASTBOUND AND WESTBOUND, MP: 72.7-73.3

WASCO COUNTY, OREGON

FEBRUARY 2025

OREGON DEPARTMENT OF TRANSPORTATION

SALEM, OREGON

APPLICABLE SPECIAL PROVISIONS

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

Bidders are cautioned against basing their Bids on a booklet bearing any different description, date(s), Class of Project, or Class of Work.

PROJECT INFORMATION

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

Heather Peck Rest Area Program Administrator & Project Manager 1500 Liberty St SE, Suite 150 Salem 97302 Email: Heather.PECK@tic.oregon.gov

All requests for information must be in writing with reference to the Project name.

mailto:Heather.PECK@tic.oregon.gov

TABLE OF CONTENTS FOR SPECIAL PROVISIONS

SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND DEFINITIONS

SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES

SECTION 00130 - AWARD AND EXECUTION OF CONTRACT

SECTION 00140 - SCOPE OF WORK

SECTION 00150 - CONTROL OF WORK

SECTION 00160 - SOURCE OF MATERIALS

SECTION 00165 - QUALITY OF MATERIALS

SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES

SECTION 00180 - PROSECUTION AND PROGRESS

SECTION 00190 - MEASUREMENT OF PAY QUANTITIES

SECTION 00195 - PAYMENT

SECTION 00196 - PAYMENT FOR EXTRA WORK

SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK

SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS

SECTION 00210 - MOBILIZATION

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

SECTION 00237 - AGENCY-PROVIDED STAGING AREAS

SECTION 00280 - EROSION AND SEDIMENT CONTROL

SECTION 00290 - ENVIRONMENTAL PROTECTION ......................................... Error! Bookmark not defined.

SECTION 00305 - CONSTRUCTION SURVEY WORK

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SECTION 00320 - CLEARING AND GRUBBING

SECTION 00330 - EARTHWORK

SECTION 00445 - SANITARY, STORM, CULVERT, SIPHON, AND IRRIGATION PIPE

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

SECTION 00641 - AGGREGATE SUBBASE, BASE, AND SHOULDERS

SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES

SECTION 01140 - POTABLE WATER PIPE AND FITTINGS

SECTION 01170 - POTABLE WATER SERVICE CONNECTIONS, 2 INCH AND SMALLER

SECTION 02001 - CONCRETE

SECTION 02690 – PCC AGGREGATES

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 1

SPECIAL PROVISIONS

WORK TO BE DONE

The Work to be done under this Contract consists of the following:

1. Expand and Renovate the Existing Westbound and Eastbound Restrooms.

2. Retrofit Sewer and Potable Water Connections for Building Expansions.

3. Remove and Re-install Sidewalk

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

AUTHORITY OF CONSULTANT

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

APPLICABLE SPECIFICATIONS

The Specifications that are applicable to the Work on this Project is the 2024 edition of the "Oregon Standard Specifications for Construction", as modified by these Special Provisions.

All Sections in Part 00100 apply, whether or not modified or referenced in the Special Provisions.

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

CLASS OF PROJECT

This is a State Project.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 2

OREGON TRAVEL INFORMATION COUNCIL

SPECIAL PROVISIONS

FOR

SIDEWALK, WATER, SEWER, BUILDING

REST AREA BUILDING IMPROVEMENTS

I-84, EASTBOUND AND WESTBOUND, MP: 72.7-73.3

WASCO COUNTY, OREGON

PROFESSIONAL OF RECORD CERTIFICATION:

Seal w/signature

I certify the Special Provision Section(s) listed below are applicable to the design for the subject project for site sidewalk, water, and sewer work. Modified Special Provisions were prepared by me or under my supervision.

Section(s) 0010, 00120, 00130, 00140, 00150, 00160, 00165, 00170, 00180, 00190, 00195, 00196, 00197, 00199, 00210, 00220, 00221, 00222, 00237, 00280, 00305, 00310, 00320, 00330, 00445, 00490, 00641, 00759, 01140, 01170, 02001, 02690

FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 3

SECTION 00110 - ORGANIZATION, CONVENTIONS, ABBREVIATIONS AND

DEFINITIONS

Comply with Section 00110 of the Standard Specifications modified as follows:

00110.05(e) Reference to Websites - Add the following bullet list to the end of this subsection:

• American Traffic Safety Services Association (ATSSA) www.atssa.com

• BidExpress www.bidx.com

• EquipmentWatch www.equipmentwatch.com

• ODOT Construction Section www.oregon.gov/odot/construction/pages/index.aspx

• ODOT Construction Section - Qualified Products List (QPL) www.oregon.gov/ODOT/Construction/Pages/Qualified-Products.aspx

• ODOT Construction Surveying Manual for Contractors www.oregon.gov/ODOT/ETA/Documents_Geometronics/Construction-Survey- Manual-Contractors.pdf

• ODOT Electronic Bidding Information Distribution System (eBids)

(Also referred to as ODOT eBids website) https://ecmnet.odot.state.or.us/ebidse

• ODOT Estimating www.oregon.gov/ODOT/Business/Pages/Steel.aspx

• ODOT Oregon Trucking Online - "Highway Restriction Notice - Size and/or Weight" (Form No. 734-2357) www.oregontruckingonline.com/cf/MCAD/pubMetaEntry/restriction/

• ODOT Procurement Office - Conflict of Interest Guidelines and Disclosure Forms www.oregon.gov/ODOT/Business/Procurement/Pages/PSK.aspx

• ODOT Procurement Office - Construction Contracts Unit Notice of Intent

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 4

www.oregon.gov/ODOT/Business/Procurement/Pages/NOI.aspx

• ODOT Procurement Office - Construction Contracts Unit prequalification forms www.oregon.gov/odot/business/procurement/pages/bid_award.aspx

• ODOT Traffic Control Plans Unit www.oregon.gov/ODOT/Engineering/Pages/Work-Zone.aspx

• ODOT Traffic Standards www.oregon.gov/ODOT/Engineering/Pages/Signals.aspx

• Oregon Legislative Counsel www.oregonlegislature.gov/lc

• Oregon Secretary of State: State Archives sos.oregon.gov/archives/Pages/default.aspx

SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES

See Invitation to Bid (ITB) Document.

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SECTION 00130 - AWARD AND EXECUTION OF CONTRACT

This section is not applicable; refer to ITB Document.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 6

SECTION 00140 - SCOPE OF WORK

Comply with Section 00140 of the Standard Specifications.

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SECTION 00150 - CONTROL OF WORK

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

00150.15(b) Agency’s Responsibilities - Replace this subsection, except for the subsection number and title, with the following:

The Engineer will perform the Agency responsibilities described in the Construction Surveying Manual for Contractors, Chapter 1.5 (see Section 00305).

00150.15(c) Contractor’s Responsibilities - Replace this subsection, except for the subsection number and title, with the following:

The Contractor shall perform the Contractor responsibilities described in the Construction Surveying Manual for Contractors, Chapter 1.6 (see Section 00305).

The Contractor shall perform slope staking including intersections and set stakes defining limits for clearing which approximate Right-of-Way and easements.

Add the following subsection:

00150.50(f) Utility Information (No Anticipated Relocations) - Within the Project limits, there are no anticipated relocations with the Utilities listed in Table 00150-1. The Contractor shall contact Utilities having buried facilities and request that they locate and mark them for their protection prior to construction. The Contractor shall coordinate with onsite staff for assistance on determine any additional underground utilities.

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SECTION 00160 - SOURCE OF MATERIALS

Comply with Section 00160 of the Standard Specifications modified as follows:

Buy America for iron and steel does not apply to this Contract.

SECTION 00165 - QUALITY OF MATERIALS

Comply with Section 00165 of the Standard Specifications modified as follows:

00165.35(e) Certificate of Origin of Construction Materials – Replace this subsection, except for the subsection number and title, with the following:

When a certificate of material origin for construction materials is specified, complete the form furnished by the Engineer as required by 00160.20(d) for Federal-aid projects.

SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES

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

00170.61(a) Workers’ Compensation - Replace this subsection, except for the subsection number and title, with the following:

The Contractor shall provide workers' compensation coverage for on-the-job injuries as required by 00170.70(e).

00170.65(b)(1) Minimum Wage Rates – Replace the paragraph that begins "The Bureau of Labor and Industries (BOLI) …" with the following paragraph:

The Bureau of Labor and Industries (BOLI) determines and publishes the existing State prevailing wage rates in the publication Prevailing Wage Rates for Public Works Contracts.

The Contractor shall pay workers not less than the specified minimum hourly wage rate according to ORS 279C.838 and ORS 279C.840, and shall include this requirement in all subcontracts.

00170.70(a) Insurance Coverages -

Add the following to the end of this subsection:

The following insurance coverages and dollar amounts are required pursuant to this subsection:

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 9

Insurance Combined Single Limit Annual Aggregate Coverages per Occurrence Limit

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

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

• With Asbestos Liability Endorsement or separate coverage

• With Lead Liability Endorsement or separate coverage

00170.70(d) Additional Insured -

Add the following paragraph and bullets to the end of this subsection:

Add the following as Additional Insureds under the Contract:

• Kittelson and Associates, Inc.

• Central Geotechnical Services, LLC

• Peterson Structural Engineers

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

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

• Kittelson and Associates, Inc.

• Central Geotechnical Services, LLC

• Peterson Structural Engineers

SECTION 00180 - PROSECUTION AND PROGRESS

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

00180.21(a) General – Replace the bullet that begins " If the Subcontractor is providing any…" with the following bullet:

• If the Subcontractor is providing any of the insurance coverages as permitted under 00170.70(a), the Agency will respond within 35 Calendar Days after the Engineer's receipt of the request. (28 Calendar Days for the Agency to review and approve the

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 10

Certificates of Insurance required by 00170.70(g) plus 7 Calendar Days to review and approve the subcontract request.)

The Contractor shall be aware of and subject to schedule limitations in the Standard Specifications that are not listed in this subsection.

00180.41 Project Work Schedules -

After the paragraph that begins "One of the following Type…" add the following paragraph:

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

Add the following subsection:

00180.50(h) Contract Time - There is three Contract Time on this Project as follows:

1. The Contractor shall complete all Work to be done under the Contract regarding the eastbound restroom expansion before the elapse of 60 Calendar Days once demolition of the site has begun.

2. The Contractor shall complete all Work to be done under the Contract regarding the westbound restroom expansion before the elapse of 60 Calendar Days once demolition of the site has begun.

3. The Contractor shall complete all Work to be done under the Contract not later than May 16, 2025.

SECTION 00190 - MEASUREMENT OF PAY QUANTITIES

Comply with Section 00190 of the Standard Specifications.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 11

SECTION 00195 - PAYMENT

Comply with Section 00195 of the Standard Specifications.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 12

SECTION 00196 - PAYMENT FOR EXTRA WORK

Comply with Section 00196 of the Standard Specifications.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 13

SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK

Comply with Section 00197 of the Standard Specifications modified as follows:

00197.20(e) Standby Time - Replace this subsection, except for the subsection number and title, with the following:

If ordered by the Engineer, standby time will be paid at 50% of the hourly rental rate calculated according to this Subsection, excluding the hourly operating rate. Rates for standby time that are calculated at less than $1 per hour will not be paid. Payment will be limited to not more than 8 hours in a 24-hour period or 40 hours in a 1 week period.

00197.80 Percentage Allowances - Replace the table that shows Subsection and Percent with the following:

Subsection Percent

00197.10 Materials 19

00197.20 Equipment 19

00197.30 Labor 29

00197.40 Special Services 19

Replace the paragraph that begins "When a Subcontractor performs ordered…" with the following paragraph:

When a Subcontractor performs ordered Force Account Work, the Contractor will be allowed a supplemental markup of 10% on each Force Account Work order.

SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS

Comply with Section 00199 of the Standard Specifications.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 14

SECTION 00210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

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

00220.02(a) General Requirements - Add the following bullets to the end of the bullet list:

• When an abrupt edge is created by excavation, protect traffic according to the "Excavation Abrupt Edge" and the "Typical Abrupt Edge Delineation" configurations shown on the Standard Drawings.

• When paving operations create an abrupt edge, protect traffic by installing signing according to the "Divided Highway or Freeway Two Lane Closure" detail shown on the Standard Drawings.

00220.02(b) Temporary Pedestrian Accessible Route Plan - Add the following bullet to the end of the bullet list:

• For an active Work Area controlled at each end by flaggers and pilot car, provide transportation for pedestrians through the active Work Area according to Section 00223 and Section 00228.

Submit to the Engineer, in writing, when the closure(s) or restriction(s) have ended.

00220.40(e)(2)(b) Special Events - Add the following to the end of this subsection:

The following special events will occur during this Project:

• None

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 15

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.06 Traffic Control Plan - Replace this subsection with the following subsection:

00221.06 Traffic Control Plan and Tourist-Oriented Directional and Business Logo Signs –

(a) Traffic Control Plan - Submit one of the following, 5 Calendar Days before the preconstruction conference:

(1) Agency Traffic Control Plan - If the Contractor intends to use the Agency TCP without modification, a written notification indicating that the Agency TCP will be used without modification.

(2) Contractor-Modified Traffic Control Plan - The Contractor may request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor. Do not use a modified TCP, or a TCP developed by the Contractor, unless approved by the Engineer. Use the Agency TCP unless a modified TCP, or a TCP developed by the Contractor is accepted.

The Engineer is not obligated to consider any modified Agency TCP or a TCP developed by the Contractor. The Agency will not be liable to the Contractor for failure to accept or act upon any request for a modified Agency TCP or a TCP developed by the Contractor.

To conserve time and funds, the Contractor may first submit a written request for a preliminary review by the Engineer. The request should contain a description of the proposal together with a rough estimate of anticipated dollar and time impacts. The Engineer will, within a reasonable time, respond to the Contractor in writing whether or not the request would be considered by the Agency.

If requesting a Contractor-modified Agency TCP, or a TCP developed by the Contractor, at a minimum the request shall meet all requirements of the Contract documents and comply with the Project transportation management plan (TMP).

Provide the following information:

• Stamped Working Drawings according to 00150.35 that include the proposed TCP showing all TCM and quantities of TCD.

• A TPAR plan that includes:

• Details and features used to provide pedestrian accessibility.

• Pedestrian staging Plans at a scale no smaller than 1 inch = 50 feet.

• Temporary alternate facilities or detour routes for pedestrian traffic.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 16

• Staging sequences and details for Work affecting vehicular, pedestrian, and bicycle traffic.

• Proposed order and duration of the TCM.

• A detailed temporary striping plan.

If the Contractor’s request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor is approved in whole or in part, acceptance will be made by a Change Order.

The Engineer will establish prices that represent a fair measure of the value of Work to be added, changed, or deleted as a result of any accepted modifications to the Agency TCP or an accepted TCP developed by the Contractor.

Once a TCP has been accepted by the Engineer, any additional modifications must be submitted by the Contractor for Agency review following the procedure described above. The Engineer is not obligated to consider additional modifications to a previously approved TCP.

(b) Tourist-Oriented Directional and Business Logo Signs - Submit one of the following for approval, at least 5 Calendar Days before the preconstruction conference:

(1) No Signs - If there are no tourist-oriented directional (TOD) or business logo signs on the Project, a written notification that no TOD or business logo signs exist within the Project limits or

(2) Signs - Submit one copy of a sketch map of the Project showing all existing TOD and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages. If modifications are necessary, submit updated information to the Engineer for approval at least 21 Calendar Days before the change is needed.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications modified as follows:

00222.40(e) Temporary Sign Placement - Add the following to the end of the bullet list:

• At least ten Calendar Days before closing a pedestrian pathway, place a “SIDEWALK CLOSED, Full Time” (CW11-4) sign in advance of each future closure point. Locate the sign so it is legible from the nearest alternate pedestrian pathway facing incoming pedestrian traffic. The sign may be mounted between the panels of a Type II barricade or on a single-post TSS. Do not place the sign or sign support such that it narrows the pedestrian pathway to a width of less than 4 feet.

• Before opening the TPAR, place TPAR signing and other TCM as shown, or as directed. Maintain the “SIDEWALK CLOSED, Full Time” (CW11-4) signs while the TPAR is open to pedestrian traffic.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 17

• At least ten Calendar Days before closing a pedestrian pathway, place a “SIDEWALK CLOSED, Daily” (CW11-5) sign in advance of each future closure point. Locate the sign so it is legible from the nearest alternate pedestrian pathway facing incoming pedestrian traffic. The sign may be mounted between the panels of a Type II barricade, or on a single-post TSS. Do not place the sign or sign support such that it narrows the pedestrian pathway to a width of less than 4 feet.

• Before opening the TPAR, place TPAR signing and other TCM as shown, or as directed. Maintain the “SIDEWALK CLOSED, Daily” (CW11-5) signs while the TPAR is open to pedestrian traffic.

SECTION 00237 - AGENCY-PROVIDED STAGING AREAS

Section 00237, which is not a Standard Specification, is included in this Project by Special Provision.

Description

00237.00 Scope - This Work consists of utilizing Agency provided prospective or mandatory staging areas as the Contractor elects or as required for the construction of the Contract.

Locate staging area(s) in previously improved area(s) that have been paved or compacted and graveled, unless otherwise shown or approved.

00237.01 Prospective Staging Areas - The following prospective staging area(s) have been cleared for use. If the Contractor elects not to utilize the listed prospective staging area(s) or elects to use other or additional staging areas, 00290.10 applies. Do not stage Equipment, store Materials, or operate beyond the staging area boundary shown or delineated unless otherwise directed in writing.

(a) See Plans for Prospective Staging Areas

Measurement

00237.80 Measurement - No measurement of quantities will be made for Work performed under this Section.

Payment

00237.90 Payment - No separate or additional payment will be made for Work performed under this Section.

00237.05 Pre-Work Meeting - Before occupying a staging area, Organize and attend a pre-work meeting at the staging area with the Engineer and the owners or representatives.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 18

00237.40 General - All vehicles and Equipment, prior to entering the site for the first time, and each subsequent time if the vehicle has left the Roadway outside the construction Project limits, shall be steam cleaned of all debris (soil, dirt, plant parts, and vegetative matter) before being brought back to the site. Notify the Engineer before moving each vehicle onto the site.

Certify, in writing, that the Equipment has been steam cleaned.

00237.41 Restrictions and Protection of Resources - Comply with the following for all operations within the staging area operations:

• Protect cultural resources according to 00290.50.

• Protect migratory birds according to 00290.36(a).

Measurement

00237.80 Measurement - No measurement of quantities will be made for Work or restoration of the existing staging area performed under this Section.

Seeding to bring the staging back to existing conditions will be considered incidental to this work.

Temporary fence will be considered incidental to the security of the site and staging area.

Payment

00237.90 Payment - No separate or additional payment will be made for Work performed or restoration of the existing staging area performed under this Section.

Seeding to bring the staging back to existing conditions will be considered incidental to this work.

Temporary fence will be considered incidental to the security of the site and staging area.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 19

SECTION 00280 - EROSION AND SEDIMENT CONTROL

Comply with Section 00280 of the Standard Specifications modified as follows:

00280.00 Scope - Replace the paragraph that begins "This Work also consists of providing temporary …" with the following paragraph:

This Work also consists of providing temporary erosion and sediment control (ESC) measures and furnishing, installing, moving, operating, maintaining, inspecting, and removing ESC throughout the Project area according to the Standard Drawings, the erosion and sediment control plan (ESCP), the Specifications, or as directed, until the site is permanently stabilized. Included also is the monitoring of weather, of stormwater and receiving waters, the reporting of monitoring observations, the reporting of corrective actions (when necessary) and the updates and revisions of the ESCP, including ESCP cover sheet, necessary to keep it representative of current site conditions and compliant with the 1200- CA permit if applicable.

Delete the paragraph that begins “When contaminants, pollutants or hazardous materials…”.

Add the following paragraph to the end of this subsection:

The Agency’s NPDES 1200-CA permit is not applicable to this Project. Comply with all applicable conditions of this Section.

00280.04 Erosion and Sediment Control Plan on Agency Controlled Lands - Replace the bullet that begins “Information required under 1200-CA…” with the following bullet:

• Information required under 1200-CA permit, if applicable.

00280.06 Erosion and Sediment Control Manager - Delete this subsection.

00280.64(a) Corrective Action Timelines – Delete the bullet that begins “If completion of corrective action is not feasible…”

Delete the bullet that begins “Provide a schedule for clean-up and corrective actions…”

Delete the bullet that begins “Provide all corrective action documentation and photographs…”

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 20

SECTION 00305 - CONSTRUCTION SURVEY WORK

Comply with Section 00305 of the Standard Specifications.

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Comply with Section 00310 of the Standard Specifications.

SECTION 00320 - CLEARING AND GRUBBING

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

00320.40(c) Tree and Vegetation Trimming - Replace the bullet that begins “Trim branches obstructing sight…” with the following bullet:

• Trim and remove branches, vegetation, or other materials obstructing sight distance at intersections or impairing visibility of signs, signals, illumination, and other TCD.

SECTION 00330 - EARTHWORK

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

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

Perform all earthwork under this Section except for the Building Foundation on the excavation basis.

00330.92 Kinds of Incidental Earthwork - Add the following bullet to the end of the bullet list:

• Earthwork required for the building foundation.

• Earthwork related to concrete sidewalk prep and installation.

00330.94 Embankment Basis Payment - Delete the paragraph that begins "Excavation of unstable…".

SECTION 00445 - SANITARY, STORM, CULVERT, SIPHON, AND IRRIGATION PIPE

Comply with Section 00445 of the Standard Specifications.

THE MEMALOOSE EASTBOUND AND WESTBOUND REST AREA BUILDING IMPROVEMENTS 21

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

Comply with Section 00490 of the Standard Specifications.

SECTION 00641 - AGGREGATE SUBBASE, BASE, AND SHOULDERS

Comply with Section 00641 of the Standard Specifications modified as follows:

00641.10(a) Base and Shoulder Aggregate - In the paragraph that begins "Aggregate for bases…", add the following sentence after the first sentence:

Base Aggregate shall be either 3/4" or 1” Minus size.

SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES

Comply with Section 00759 of the Standard Specifications modified as follows:

00759.51 Curing - Add the following paragraph to the end of this subsection:

Concrete Structures may be opened to Public Traffic before 7 Calendar Days if the concrete has reached a minimum compressive strength of 2,000 psi as verified by the rebound number determined according to ASTM C805. Test at locations as directed.

SECTION 01140 - POTABLE WATER PIPE AND FITTINGS

Comply with Section 01140 of the Standard Specifications.

SECTION 01170 - POTABLE WATER SERVICE CONNECTIONS, 2 INCH AND SMALLER

Comply with Section 01170 of the Standard Specifications.

SECTION 02001 - CONCRETE

Comply with Section 02001 of the Standard Specifications.

SECTION 02690 – PCC AGGREGATES

Comply with Section 02690 of the Standard Specifications.