B08_Attach_1_GAOA_Hyatt_Utilities_Specifications.pdf

Table of Contents

Specifications for Hyatt Lake Campground Utilities Upgrade

Page numbers are per PDF document

5 digit numbers are ODOT Specs; 6 Digit Numbers are Supplemental

Unit Prices (012200)………………………………………………………………………………….……………………..………. 3

Mobilization (00210) …………………………………………………..…………………..…………………………..………. 18

Accommodations for Public Traffic (00220) ………………..…………………………………………………………. 20

Temporary Traffic Control Signs (00222) ……………………………….…………………………….……………….. 28

Temporary Traffic Channelizing Devices (00224) ……………………………..…………………………………… 36

Erosion and Sediment Control (00280) ………………………………………………………………………………….. 40

Environmental Protection (00290) ………………………………………………………………………………………… 58

Removal of Structures and Obstructions (00310) ………………………………………………………………….. 73

Clearing and Grubbing (00320) ……………………………….…………………………………………………………… 78

Earthwork (00330) …………………………………..…………………………………………………………………………… 82

Subgrade Stabilization (00331) ……………………………….…………………………………………………………. 100

Trench Excavation, Bedding, and Backfill (00405) ....………………………………..…………………………. 102

Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe (00445) ……………………………..……………… 112

Manholes, Catch Basins and Inlets (00470) ……………………………….……………………………………….. 123

Work on Existing Sewers and Structures (00490)…………………………………….…………….…………….. 130

Trench Resurfacing (00495) ………………………………..……………………………………………….……….……. 136

Asphalt Concrete Pavement (00744) ……………………………….…………………………………………,……… 146

Asphalt Concrete Pavement – Statistical Acceptance (00745) …………………………………...……… 158

Aggregate Subbases, Base and Shoulders (00641)……………………………………………………….………… 140

Seeding (01030) ………………………………..………………………………………………………………………….……… 186

Potable Water Pipe and Fittings (01140) ……………………………………………………………….…………… 202

Potable Water Valves (01150) …………………………………………………………………………………………….. 214

Hydrants and Appurtenances (01160) …………..…………………………………………………………………….. 216

Potable Water Service Connections, 2 inch and Smaller (01170) …………………………………….… 220

Plastic Pipe – Water and Sewer (02415) ……….…………………………………..………………………………… 224

Joint Materials (02440) ……………………………….……………………………………………………………………... 228

Potable Water Pipe Materials (02470) ………………………………….………………………….………………… 232

Potable Water Fitting Materials (02475) ………………………………….………………………………………… 234

Potable Water Valve Materials (02480) ……………………………………………………………………………… 236

Hydrant and Appurtenance Materials (02485) …………………………………………………………………… 238

Potable Water Service Connection Materials, 2-inch and smaller (02490) ………………...……...… 240

Summary (011000) Water and Sewer Upgrades ……………………………………………………….……….… 244

Contract Modification Procedures (012600) ……………………………..………………………………………. 246

Project Management and Coordination (013100) ……………………………………….……………………... 248

Construction Progress Documentation (013200) ………………………………………………………………. 252

Submittal Procedures (013300) ………………………………………………………………………………………

Safety Requirements (013523) ……………………………...…………………………………………………………… 258

Quality Requirements (014000) ………………………………………………………………………………………… 262

Temporary Facilities and Controls (015000) ……………………………………………………………………… 264

Closeout Procedures (017700) …………………………...……………………………………………………………... 268

Project Record Documents (017839) ……………………………...………………………………………………….. 272

Asbestos Remediation (028200) ……………………………..……………………………………………………….. 274

Cover Sheet, Signatures for Electrical and Mechanical System Upgrades …………………….………. 290

Electrical (260501) …………………………………………………………………………………....……………….……….. 297

Vertical Chopper Pump (444256.05) ……………………………………………………..……………………..…….. 331

OCTOBER 2022 UNIT PRICES

Utility Upgrades at Hyatt Lake 012200-1

SECTION 012200 – UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

1.2 DEFINITIONS

A. Unit price is an amount proposed by bidders, stated on the Bid Schedule, applicable during the duration of Work as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices.

C. Government reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Government expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Base Bid Item No. 01 – Mobilization:

1. Description:. This work shall consist of the preparatory work and operations necessary for the movement of personnel, equipment, supplies/materials, and incidentals to the project site, obtaining permits and insurance and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site. The work also includes

Utility Upgrades at Hyatt Lake 012200-2

Removing all personnel, equipment, supplies/materials, and incidentals from the project site upon project completion. See Oregon Standard Specification Section 00210, Mobilization, and Sections 013300 Submittal Procedures and 013523 Safety Requirements.

2. Measurement and Payment: Payment shall be made on a lump sum basis as follows:

When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less shall be paid. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, shall be paid. Upon completion of all on the project, any unpaid amount for mobilization shall be paid.

B. Base Bid Item No. 02 – Demolition and Clearing:

1. Description: All material, equipment, labor, and incidentals required to provide necessary Demolition and Clearing. The work includes of removing and disposing of man-made materials and cleaning up areas they occupy. See Oregon Standard Specification Section 00290 Environmental Protection, and 00310 Removal of Structures and Obstructions.

2. The work also includes removing and disposing of vegetation and buried matter within a specified area, or as directed. The work also includes preserving vegetation and objects designated to remain in place and cleanup of the work area. See Oregon Standard Specification Section 00320, Clearing and Grubbing.

3. All materials and work required to remove and dispose of asbestos pipe in areas where new utility services are provided and connected. According to ORS 468A.715 and ORS 468A.720, the Contractor or a Subcontractor who performs Project Work involving asbestos abatement shall possess a valid DEQ asbestos abatement license.

See Section 028200, Asbestos Remediation. Section 028200 Asbestos Remediation

4. Measurement and Payment: Payment shall be made on a lump sum basis.

C. Base Bid Item No. 03 – Rock Excavation:

1. Description: All work required to perform Rock Excavation as defined in Oregon Standard Specification Section 00405 Trench Excavation, Bedding and Backfill

2. Measurement and Payment: Payment shall be made per Cubic Yard, measured by a volume basis per ODOT specification.

D. Base Bid Item No. 04 – Water Improvements:

1. Description: All work required to provide completed Water lines as required by the Contract Drawings. The work includes:

a. Control soil erosion by wind, water, or other means and preventing eroded sediments and other construction-generated pollutants from moving off the Project Site, Agency controlled material sources, disposal sites, and off-site mitigation areas to comply with federal, State, and local laws, rules and regulations. The 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 Contract Drawings, the Specifications, or as directed, until the

Utility Upgrades at Hyatt Lake 012200-3 site is permanently stabilized. See Oregon Standard Specification Section 00280, Erosion and Sediment Control.

2. All work required to provide earthwork removal and disposal in accordance with the Contract Drawings. See Oregon Standard Specification Section 00330, Earthwork, and Section 00331, Subgrade Stabilization. The work includes excavation, ditching, backfilling, embankment construction, grading, leveling, borrow, and other earth-moving work required in the construction of the project, excepting such work specifically included and provided for as:

a. A Bid Item elsewhere in the Contract Specifications.

3. All materials and work required for 2-inch, 4-inch and 6” water in accordance with the Contract Drawings. See Oregon Standard Specification Section 00405, Trench Excavation, Bedding, and Backfill; Section 01140, Potable Water Pipe and Fittings;

Section 01150, Potable Water Valves; Section 01160, Hydrants and Appurtenances;

Section 01170, Potable Water Service Connections, 2 Inch and Smaller;

Section 02415, Plastic Pipe; Section 02470, Potable Water Pipe Materials;

Section 02475, Potable Water Fitting Materials; Section 02480, Potable Water Valve Materials; Section 02485, Hydrant and Appurtenance Materials; and Section 02490, Potable Water Service Connection Materials, 2 Inch and Smaller.

4. All work required to provide seeding and mulching in accordance with the Contract Drawings. The work includes all seeding, planting, and associated tasks to develop plant growth for erosion control, environmental mitigation, and roadside development as required by the Specifications or Contract Drawings. See Oregon Standard Specification Section 01030, Seeding.

5. All work required to provide temporary protection and direction of traffic measures including flaggers and signing necessary for the performance of the construction and survey work. See Oregon Standard Specification Section 00220, Accommodations for Public Traffic, Section 00222, Temporary Traffic Control Signs, and Section 00224, Temporary Traffic Channelizing Devices.

6. All work required in the Supplemental Specifications Section 012600 Contract Modification Procedures; Section 13100 Project Management and Coordination;

Section 013200 Construction Progress Documentation; Section 014000 Quality Requirements; Section 015000 Temporary Facilities and Controls; Section 017700 Closeout Procedures; and Section 017839 Project Record Documents.

7. All Miscellaneous Work for water not covered by other Bid Items

8. Measurement and Payment: Payment shall be made on a lump sum basis.

E. Base Bid Item No. 05: Sewer Improvements:

Description: All work required to provide completed Sewer lines and manholes as required by the Contract Drawings. The work includes:

Utility Upgrades at Hyatt Lake 012200-4

a. Control soil erosion by wind, water, or other means and preventing eroded sediments and other construction-generated pollutants from moving off the Project Site, Agency controlled material sources, disposal sites, and off-site mitigation areas to comply with federal, State, and local laws, rules and regulations. The 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 Contract Drawings, the Specifications, or as directed, until the site is permanently stabilized. See Oregon Standard Specification Section 00280, Erosion and Sediment Control.

2. All work required to provide earthwork removal and disposal in accordance with the Contract Drawings. See Oregon Standard Specification Section 00330, Earthwork, and Section 00331, Subgrade Stabilization. The work includes excavation, ditching, backfilling, embankment construction, grading, leveling, borrow, and other earth-moving work required in the construction of the project, excepting such work specifically included and provided for as:

a. A Bid Item elsewhere in the Contract Specifications.

3. All materials and work required for Sewer lines, manholes, and connections in accordance with the Contract Documents. See Oregon Standard Specification Section 00405, Trench Excavation, Bedding, and Backfill; Section 00445, Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe; Section 00470, Manholes, Catch Basins, and Inlets; Section 00490, Work on Existing Sewers, and Structures; Section 00495, Trench Resurfacing; Section 02415, Plastic Pipe; Section 02440, Joint Materials;

Section 02450, Manhole and Inlet Materials plant growth for erosion control, environmental mitigation, and roadside development survey work. See Oregon Standard Specification Section 00220, Accommodations for

Section 013200 Construction Progress Documentation; Section 014000 Quality

7. All Miscellaneous Work for Sewer not covered by other bid items.

Utility Upgrades at Hyatt Lake 012200-5

F. Base Bid Item No. 6: Asphalt Paving:

1. Description: All work required to constructing asphalt concrete pavement (ACP) to the lines, grades, thicknesses, and cross sections shown or established. in accordance with the Contract Drawings. See Oregon Standard Specification Section 00744, Asphalt Concrete Pavement, and Section 00745, Asphalt Concrete Pavement - Statistical Acceptance. All work required to provide base aggregates for paving in accordance with the Contract Drawings. The work includes furnishing and placing one or more courses of aggregate base and/or shoulders on a prepared surface to the lines, grades, thicknesses, and cross sections shown or established. The work also includes any required reconditioning and preparing of existing subgrades, bases, surfacings and pavements on which an additional layer or course of material is to be placed, under the Contract. The work includes existing shoulders, cut ditches, road connections, parking areas, and approach roads if not provided for elsewhere, and other roadbed areas on which construction work under the Contract is to be performed. See Oregon Standard Specification Section 00641, Aggregate Subbase, Base, and Shoulders.

2. Measurement and Payment: Payment shall be made on a per ton basis.

G. Option 1 Bid Item No. 1: Lift Station Improvements:

1. Description: All work required to accomplish repairs to the lift station in accordance with the Contract Documents. Work is shown on sheet 11,13,17-19 of 41 of plans (page 64,66,71,72,73 of PDF) and in specification 444256.05 Vertical Chopper Pump. Work also includes spec section 00210 Mobilization; 260501.69 Electrical;

Section 012600 Contract Modification Procedures; 013100 Project Management and Coordination; 013200 Construction Progress Documentation; 013300 Submittal Procedures; 013523 Safety Requirements; 014000 Quality Requirements; 017700 Closeout Procedures; 017839 Project Record Document. Work includes all other incidentals necessary for completion.

2. Measurement and Payment: Payment shall be made on a lump sum basis.

H. Option Bid Item No. 2: Mobilization for Option 2:

1. Description: This work shall consist of the preparatory work and operations necessary for the movement of personnel, equipment, supplies/materials, and incidentals to the project site, obtaining permits and insurance and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site. The work also includes Removing all personnel, equipment, supplies/materials, and incidentals from the project site upon project completion. See Oregon Standard Specification Section 00210, Mobilization, and Sections 013300 Submittal Procedures and 013523 Safety Requirements.

2. Measurement and Payment: Payment shall be made on a lump sum basis as follows:

When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract

Utility Upgrades at Hyatt Lake 012200-6 amount, whichever is less shall be paid. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, shall be paid. Upon completion of all on the project, any unpaid amount for mobilization shall be paid.

I. Option Bid Item No. 3: Electrical Improvements:

1. Description: All materials, labor, equipment, services, and incidentals necessary to perform the work shown on the drawings Page 54-96 of the PDF, except for work described above for Lift Station Repairs. Work includes:

a. Control soil erosion by wind, water, or other means and preventing eroded sediments and other construction-generated pollutants from moving off the Project Site, Agency controlled material sources, disposal sites, and off-site mitigation areas to comply with federal, State, and local laws, rules and regulations. The 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 Contract Drawings, the Specifications, or as directed, until the site is permanently stabilized. See Oregon Standard Specification Section 00280, Erosion and Sediment Control.

2. All work required to provide earthwork removal and disposal in accordance with the Contract Drawings. See Oregon Standard Specification Section 00330, Earthwork, and Section 00331, Subgrade Stabilization. The work includes excavation, ditching, backfilling, embankment construction, grading, leveling, borrow, and other earth-moving work required in the construction of the project, excepting such work specifically included and provided for as:

a. A Bid Item elsewhere in the Contract Specifications.

3. All materials and work required for Primary Electrical, Secondary Electrical, Demolition and Clearing, Rock Excavation, Asphalt Paving, and Asbestos Pipe Removal in accordance with the Contract Documents. See Oregon Standard Specification Section 00290 Environmental Protection; Section 00310 Removal of Structures and Obstructions; Section 00405 Trench Excavation, Bedding, and Backfill;

Section; 00495 Trench Resurfacing; 00641 Aggregate Subbase, Base, and Shoulders, 00744 Asphalt Concrete Pavement; 00745 Asphalt Concrete Pavement – Statistical Acceptance; 260501.69 Electrical; Work also includes providing a third party inspector as required, and NETA certified testing to verify proper electrical equipment installation prior to energizing.

plant growth for erosion control, environmental mitigation, and roadside development survey work. See Oregon Standard Specification Section 00220, Accommodations for

Utility Upgrades at Hyatt Lake 012200-7

Section 013200 Construction Progress Documentation; Section 014000 Quality

7. All Miscellaneous Work for water not covered by other Bid Items for Electrical Work

END OF SECTION 012200

BUREAU OF LAND MANAGEMENT

MEDFORD DISTRICT OFFICE

CONTRACT SPECIFICATIONS

for the construction of the

HYATT LAKE CAMPGROUND UTILITIES UPGRADE

WATER AND SEWER UTILITIES UPGRADE

VOLUME 1

100 Percent Construction Documents

JACOBS

Corvallis, Oregon

May 2022

© Jacobs 2022. All rights reserved. This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Jacobs and is not to be used in whole or part, for any other project without the written authorization of Jacobs. Any reuse, modification, or alteration of this document and the ideas and designs incorporated herein is at the sole risk of the party(ies) reusing, modifying, or altering it. All references to Jacobs and its employees and all professional seals shall be removed prior to any reuse, modification, or alteration of this document.

Project No. PW\DEN003\D3290112

MAY 2022 SEALS PAGE

Seals Page 00 01 07 - 1

SECTION 00 01 07

SEALS PAGE

FOR

BUREAU OF LAND MANAGEMENT

HYATT WATER AND SEWER

SPECIFICATIONS

Digitally Signed on

May 12, 2022

Benjamin Blasen

11000 Summary 12200 Unit Prices 12600 Contract Modification Procedures 13100 Project Management and Coordination 13200 Construction Progress Documentation 13300 Submittal Procedures 13523 Safety Requirements 14000 Quality Requirements 15000 Temporary Facilities and Controls 17700 Closeout Procedures 17839 Project Record Documents

MAY 2022 SEALS PAGE

Seals Page 00 01 07 - 2

Digitally Signed on

May 12, 2022

Pete Rude

28200 Asbestos Remediation

END OF SECTION

MAY 2022 TABLE OF CONTENTS

Water and Sewer Utility Upgrades at Hyatt Lake 000110-1

TABLE OF CONTENTS

The following sections of the Oregon Department of Transportation Specs are invoked for this Volume.

ODOT STANDARD SPECIFICATIONS

00210 Mobilization 00220 Accommodations for Public Traffic 00222 Temporary Traffic Control Signs 00224 Temporary Traffic Channelizing Devices 00280 Erosion and Sediment Control 00290 Environmental Protection 00310 Removal of Structures and Obstructions 00320 Clearing and Grubbing 00330 Earthwork 00331 Subgrade Stabilization 00405 Trench Excavation, Bedding, and Backfill 00445 Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe 00470 Manholes, Catch Basins, and Inlets 00490 Work on Existing Sewers and Structures 00495 Trench Resurfacing 00641 Aggregate Subbase, Base, and Shoulders 00744 Asphalt Concrete Pavement 00745 Asphalt Concrete Pavement – Statistical Acceptance 01030 Seeding 01140 Potable Water Pipe and Fittings 01150 Potable Water Valves 01160 Hydrants and Appurtenances 01170 Potable Water Service Connections, 2 Inch and Smaller 02415 Plastic Pipe 02440 Joint Materials 02450 Manhole and Inlet Materials 02470 Potable Water Pipe Materials 02475 Potable Water Fitting Materials 02480 Potable Water Valve Materials 02485 Hydrant and Appurtenance Materials 02490 Potable Water Service Connection Materials, 2 Inch and Smaller

SUPPLEMENTAL SPECIFICATIONS

011000 Summary 012200 Unit Prices 012600 Contract Modification Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation 013300 Submittal Procedures 013523 Safety Requirements 014000 Quality Requirements

MAY 2022 TABLE OF CONTENTS

Water and Sewer Utility Upgrades at Hyatt Lake 000110-2

015000 Temporary Facilities and Controls 017700 Closeout Procedures 017839 Project Record Documents 028200 Asbestos Remediation

END OF SECTION

ODOT STANDARD

00210.90

PART 00200 - TEMPORARY FEATURES AND APPURTENANCES

Section 00210 - Mobilization

Description

00210.00 Scope - This Work consists of operations and preparatory Work necessary to become ready to perform the Work or an item of Work.

Construction

00210.40 Mobilization - Mobilization includes, but is not limited to, the following:

• Moving personnel, Equipment, supplies, and Incidentals to the Project Site.

• Establishing offices, buildings, and other facilities necessary for Work on the Project.

• Performing other Work and operations or incur costs as necessary before beginning Work on the Project.

Obtaining and maintaining access to Doc Express®, and using Doc Express® to submit documents according to 00170.08.

Measurement

00210.80 Measurement - No measurement of quantities will be made for Work performed under this Section.

Payment

00210.90 Payment - Payment for mobilization will be made at the Contract lump sum amount for the item "Mobilization".

The amounts paid for mobilization in the Contract progress payment will be based on the percent of the original Contract Amount that is earned from other Contract items, not including advances on Materials, and as follows:

• When 5 percent is earned, either 50 percent of the amount for mobilization or 5 percent of the original Contract Amount, whichever is the least.

• When 10 percent is earned, either 100 percent of mobilization or 10 percent of the original Contract Amount, whichever is the least.

• When all Work is completed, amount of mobilization exceeding 10 percent of the original Contract Amount.

This schedule of mobilization progress payments will not limit or preclude progress payments otherwise provided by the Contract.

When the Contract Schedule of Items does not indicate payment for mobilization, no separate or additional payment will be made for mobilization. Payment will be included in payment made for the appropriate items under which this Work is required.

No separate or additional payment will be made for any costs associated with obtaining and maintaining access to Doc Express® or the use of Doc Express®.

00220.00

Section 00220 - Accommodations for Public Traffic

Description

00220.00 Scope - This Work consists of maintaining facilities to accommodate Public Traffic through and within the Project for the life of the Contract. Public Traffic includes motor vehicles, bicycles, and pedestrians.

00220.01 General:

(a) Beginning of Contractor's Responsibility - The Contractor's responsibilities for accommodating Public Traffic begin on the day any On-Site Work begins within the Project limits.

(b) Abbreviations:

PCD - Pedestrian Channelizing Device TCD - Traffic Control Devices TCM - Traffic Control Measures TPAR - Temporary Pedestrian Accessible Route

(c) Definitions:

Traffic Control Devices - Signs, signals, markings, and other devices placed on, over, or adjacent to a roadway used to regulate, warn, or guide Public Traffic by authority of a public body or official having jurisdiction.

Traffic Control Measures - Elements of the TCP including, but not limited to, TCD, personnel, materials and Equipment used to control Public Traffic through a work zone.

Temporary Pedestrian Accessible Route - An area within a work zone, marked by signing, delineation and TCD, for the use of pedestrians to navigate through or around the work area. The TPAR is included as part of the traffic control plan.

Temporary Pedestrian Accessible Route Plan - A written and drawn plan within the TCP that identifies requirements for providing safe, effective and accessible routes for pedestrians through or around the work zone including TPAR details, advance public notification; and, construction and maintenance responsibilities.

Work Area - The portion of the Highway closed to Public Traffic and set aside for workers, construction Equipment, and construction materials. The work area is typically delineated by channelizing devices or separated from traffic using temporary barriers.

Work Zone - An area within Highway construction, maintenance, or Utility Work activities which extends from the first road Work, Bridge Work, or Utility Work warning sign to the last sign or the last TCD.

00220.02 Public Safety and Mobility - Provide for the safety and mobility of the public and:

(a) General Requirements:

Be responsible for damages according to 00170.80.

Conduct Work at all times so there is the least possible interference with or hazard to the traveling public and the affected community.

00220.02

Locate stockpile Materials and park construction Equipment and vehicles that are not in active use a minimum of 30 feet from the Traveled Way. If this is not possible, protect the stockpile Materials, Equipment, and vehicles, with barrier or as directed.

Provide and maintain safe temporary access to business and residence driveways, temporary intersections, and temporary connections with roads, streets, and bicycle and pedestrian facilities.

Provide approved protection and delineation between each work area and Public Traffic.

Allow emergency vehicles immediate passage at all times.

Use portable changeable message signs (PCMS) according to Section 00222.

Do not impede the flow of traffic or close any lanes of traffic except as listed in 00220.40(e).

Do not stop or hold vehicles on a Highway within the Project Site for more than 20 minutes.

Do not block driveways for more than 2 hours unless otherwise authorized in writing.

Do not close any lanes or pedestrian facilities until the area is signed according to the Plans and the requirements of this Section and Sections 00221 and 00222.

Do not perform Work that restricts traffic access to and from both sides of the Traveled Way at the same time.

Do not use temporary steel plating within the Roadway or Shoulder having a preconstruction posted speed zone greater than 35 mph.

Do not place work zone signs or sign supports that will block existing walkways or existing bikeways, except at the closure point of a walkway or bikeway.

Do not stop or hold traffic inside a tunnel during flagger control operations at any time.

Delineate all business accesses with blue tubular markers on 10 foot maximum spacing. Mark the access with 36-by-24 inch "BUSINESS ACCESS" (CG20 11) signs. Locate and install these signs as directed.

When pipe backfill cannot be achieved by the end of a work shift and temporary plating is not in place according to 00405.46(e), provide additional temporary traffic control measures, including flagging, as required by the Engineer and at no additional cost to the Agency.

(b) Temporary Pedestrian Accessible Route Plan - For the safety and accessibility of pedestrians, the temporary pedestrian accessible route plan shall provide and maintain TPAR for pedestrian pathways impacted by construction or construction staging, and the following:

TPAR shall meet the requirements of Part 6 of the MUTCD.

For intersection Work that impacts the accessibility of pedestrian routes through or around the work zone, limit impacts to one corner of an intersection at a time, unless otherwise shown.

For all sidewalk or curb ramp closures, install signs and other TCD as shown, and do the following:

• Limit pedestrian detour lengths to three sides of a city block or 1000 feet, whichever is less.

• Close the sidewalk at a point where there is an alternate way to proceed, and provide signing and other TCD directing pedestrians to an alternate pedestrian route.

• Place closure signing at the closure point, as shown.

• Mount signs between the panels of a Type II barricade or on a single-post temporary sign support, as shown. Place signs facing pedestrian traffic.

For TPAR where the existing facilities do not meet the requirements of Part 6 of the MUTCD, provide additional TCM and pedestrian detour routes that, as nearly as is practicable, meet or exceed the level of accessibility of existing facility features.

00220.03

For TPAR where the existing facilities meet the requirements of Part 6 of the MUTCD:

• Provide additional TCM and pedestrian detour routes with an approved, non-slip, 60-inch minimum wide surface.

• Where a 60-inch minimum width along the entire alternate pedestrian route is not possible, provide a minimum 48-inch wide route with a 60 by-60 inch passing space every 200 feet along the route.

Protect pedestrians and delineate the pedestrian detour route by placing PCD, or other approved devices, between the pedestrian detour route and the work area. Keep PCD in place, except as required for actual Work, until the permanent pedestrian facility is completed and reopened.

Where the TPAR moves pedestrians vertically between a sidewalk curb and the Roadway surface, and for other similar sudden changes in elevation, provide or construct a temporary curb ramp according to Section 00228 or as shown.

When Work briefly or intermittently blocks or restricts the use of a pedestrian route, and a temporary detour route is not practicable due to the short duration of the restriction, provide a temporary means of allowing pedestrian access through or around the work area. Means of providing temporary pedestrian accessibility may include, but are not limited to:

• Temporarily suspending the Work and making the pathway passable.

• Use of construction staff to guide pedestrians through or around the work area.

Keep existing pedestrian facilities open during non-work hours or continue to provide a TPAR.

(c) Bicyclists - For the safety and accessibility of bicyclists:

Protect bicyclists and delineate temporary bicycle routes by placing bicycle channelizing devices (BCD), or other approved devices, between the temporary bicycle route and the work area, as shown or as directed. Keep BCD in place, except as required for actual Work, until the permanent bicycle facility is completed and reopened, or bicycle traffic is returned to its original facility.

When Work blocks the use of a bicycle route, and a temporary bicycle route detour is not practicable, install “Bicycles ON ROADWAY” (CW11-1) signs in advance of the point where bicyclists must share a Traffic Lane with motor vehicle traffic. Locate the “Bicycles ON ROADWAY” signs as shown or as directed.

Provide traversable surfaces for temporary bicycle routes free of dirt, mud, gravel or other materials that could cause a bicyclist to slip and fall.

00220.03 Work Zone Notifications - Provide the following work zone notifications:

(a) Over-Dimensional Vehicle Restrictions - When the Project restricts the width, length, height, or weight of vehicles through a work zone or detours trucks around a work zone, fill out and submit a completed copy of the "Highway Restriction Notice-Size and/or Weight" form (Form No. 734-2357), available from the ODOT Motor Carrier Transportation website, at least 35 Calendar Days before the restriction or detour takes effect.

(b) Closures - Submit to the Engineer, in writing, for approval, all proposed closure schedules, as follows:

• Lanes - A minimum of 7 Calendar Days before a lane closures begin.

• Roads - A minimum of 14 Calendar Days before closure. Notify in writing all affected emergency services, school districts, and US Postal Service a minimum of 14 Calendar Days before the closure.

00220.40

• Interchange Ramps - A minimum of 14 Calendar Days before closure or starting Work that limits access to the interchange ramp.

• Pedestrian Facilities - A minimum of 14 Calendar Days before closing a sidewalk, Multi-Use Path, or other pedestrian facility. After receiving written approval, provide a minimum of 10 Calendar Days’ public notification before closing a pedestrian facility by placing advance notification signing according to Section 00222 or as shown.

• Bicycle Facilities - A minimum of 14 Calendar Days before closing a bicycle lane. After receiving written approval, provide 48 hours' public notification before closing a bicycle lane, as directed.

On Street Parking - A minimum of 14 Calendar Days before closing on-street parking. After receiving written approval, provide 48 hours' public notification before limiting the on-street parking.

Construction

00220.40 General Requirements - Provide the following for Public Traffic in all construction areas:

(a) Traffic Nuisance Abatement - If loose Rock or dust exists on Roadway surfaces and Shoulders, the Engineer may direct one or more of the following:

• Use flaggers or pilot cars and flaggers.

• Apply a fine spray of water to the surface as directed.

• Sweep paved surfaces with power brooms.

(b) Detours and Stage Construction - Construct and remove, if required, detours, stage construction Roadways, Shoulders, TPARs, and temporary Bridges, including accessory features shown or ordered.

(c) Driveways - Provide reasonable access as follows:

• Replace and maintain business accesses, driveways, approaches, crossings, and intersections as directed.

Use reasonably well-graded Aggregate material.

Before placing the permanent Base, do one of the following:

• Uniformly spread the temporary Aggregate material over the Subgrade.

• Remove and place the temporary Aggregate material in the Shoulder slope area if it meets quality requirements.

• Dispose of the temporary Aggregate material in a manner satisfactory to the Engineer.

(d) Adjacent to Excavations - Where paved Shoulders adjacent to excavations are less than 4 feet wide, protect the traffic as follows:

• At the end of each Calendar Day, backfill Pavement edge excavations to the elevation of the existing Pavement with permanent base material or with a temporary wedge of Aggregate as shown on the Standard Drawings.

• Do not excavate along both edges of the Pavement adjacent to traffic at the same time.

Before excavating at the edge of the Pavement on the opposite side of the Roadway, complete the construction to existing Pavement elevation on the side that was excavated first.

00220.60

• Remove the temporary wedge of Aggregate material, if used, before placing permanent base material, and place it in the Shoulder slope area or spread it uniformly over the Subgrade.

(e) Lane Restrictions:

(1) Closed Lanes - One or more Traffic Lanes may be closed when allowed, shown, or directed during the following periods of time except as indicated in 00220.40(e)(2):

• Daily, Monday through Thursday, between 9:00 a.m. and 4:00 p.m.

• Friday, between 9:00 a.m. and 3:00 p.m.

• Nightly, Sunday night through Friday morning, between 6:00 p.m. and 7:00 a.m.

(2) Opened Lanes - Keep all Traffic Lanes and pedestrian facilities open during the following periods:

a. Holidays - Between noon on the day preceding a legal holiday or holiday weekend and midnight on a legal holiday or the last day of holiday weekend, except for Thanksgiving, when no lanes may be closed between noon on Wednesday and midnight on the following Sunday.

For the purposes of this Section, legal holidays are as follows:

• New Year's Day on January 1

• Memorial Day on the last Monday in May

• Independence Day on July 4

• Labor Day on the first Monday in September

• Thanksgiving Day on the fourth Thursday in November

• Christmas Day on December 25

When a holiday falls on Sunday, the following Monday shall be recognized as a legal holiday.

When a holiday falls on Saturday, the preceding Friday shall be recognized as a legal holiday.

b. Special Events - Between noon on the Day preceding and midnight on the final Day of the special event.

Remove all barricades and objects from the Roadway during the periods in which Traffic Lanes are to remain open.

Maintenance

00220.60 Surface Maintenance Responsibilities - Provide adequately maintained accommodations at all times for Public Traffic through and within the Project Site.

(a) During Construction - The responsibility for maintaining all surface during construction is as follows:

(1) Contractor Responsibility - Do the following at no additional cost to the Agency:

• Keep surfaces being used by Public Traffic free of all dirt, mud, gravel, materials, and debris.

• Repair damage to surfaces caused by the Contractor's operations.

• Maintain all detour and stage construction Surfacing as specified or directed.

00220.60

Before periods of no active Work that last longer than seven consecutive Days, do the following:

• Provide temporary pedestrian surfaces meeting the requirements of the MUTCD and Section 00228.

• Provide traversable bicycle and pedestrian routes with surfaces free of dirt, mud, gravel, and debris.

Before beginning winter shutdown, do the following:

• Provide paved Traffic Lanes at least 12 feet wide, with 2-foot wide paved Shoulders for each direction of traffic.

• Do not leave abrupt edges.

• Remove or cover temporary construction signs unless otherwise directed.

• Clean, install, and reinstall all necessary pedestrian, motor vehicle, and bicycle channelization and pavement markings, unless otherwise directed.

If this winter shutdown Work is not completed and in place, the Agency may do the Work according to 00220.60(d).

(2) Agency Responsibility - The Agency will be responsible to do the following at Agency expense:

• Maintain Existing Surfacings and Shoulders that are being used by Public Traffic at the start of the Project that have not been damaged by Contractor operations.

• Maintain surfaces of detours and intermediate stage construction during the time they are being used by Public Traffic, but only if constructed according to the Plans or as directed.

• Maintain existing surfaces and Shoulders of detours located outside the Project limits during the time they are being used by Public Traffic.

• Sand icy Pavements and remove the sand residue.

• Remove snow from Traveled Ways as required to accommodate Public Traffic.

(b) During Suspensions - During suspensions of the Work, maintain Surfacings for which the Contractor is responsible under 00220.60(a)(1), and maintain work zone traffic control according to the Specifications and the following:

(1) Suspensions Due To Contractor Fault or Neglect - If the suspension is due to any cause within the control or responsibility of the Contractor, including failure to do the following:

• Perform any provisions of the Contract.

• Correct conditions unsafe for the general public, workers or Agency employees.

• Carry out orders given by the Engineer.

Then assume sole responsibility for making provisions for traffic acceptable to the Engineer, and be responsible for the costs of maintaining surfaces under traffic and work zone traffic control during the suspension.

(2) Suspensions Due To Other Causes - If the suspension is due to unforeseen circumstances, or causes not included in 00220.60(b)(1), and if the suspension occurs within the Contract Time or adjusted Contract Time:

00220.70

• Place uncompleted Traveled Ways, Shoulders, driveways, approaches, sidewalks, connections, and detours necessary for traffic in a maintainable, acceptable condition.

• Be responsible for work zone traffic control.

The Agency will then assume responsibility for maintenance of the Roadway surfaces during the suspension.

(c) Resuming Contract Work after Suspension - After any suspension do not resume Work until approved.

(d) Right of Agency To Perform Work At Contractor Expense - If the Contractor fails to provide adequate accommodations for traffic and to maintain the Traveled Ways and connections as provided in the Contract, the Engineer may proceed immediately to provide adequate accommodations and maintenance. The cost of this Work will be deducted from monies due, or that become due, to the Contractor.

00220.70 Opening Sections To Traffic - When it is in the public interest, the Engineer may order any portion of the work opened to traffic. If the portion opened to traffic has been finished in an acceptable manner, it will be designated as "accepted for traffic", and the Contractor will be relieved of maintaining it for legal, Public Traffic. If the portion of the work to be opened to traffic has not been finished in an acceptable manner, it shall be maintained under traffic by the Contractor in a condition serviceable and adequate for traffic until it is finished in an acceptable manner, except as provided in 00220.60(b).

Maintain portions of the work designated "accepted for traffic" if so ordered. Maintain portions of the work opened to traffic but not "accepted for traffic" at no additional compensation, except watering ordered to protect the work or to alleviate dust will be paid for as provided in Section 00340.

The "accepted for traffic" portions of the work will:

• Be accepted only to the extent the Contractor is relieved of maintaining these portions for legal, Public Traffic after acceptance.

• Not entitle the Contractor to reduction of retainage.

• Not relieve the Contractor's responsibility for defective materials or work.

• Not relieve the Contractor's responsibility for damages to the work from causes other than legal, Public Traffic except as provided in 00170.80.

• Not constitute a waiver of any provision of the Contract.

If the Contractor delays the completion of Shoulders, sidewalks, curb ramps, drainage Structures, or other feature of the work, the Engineer may order all or any portion of the work to be opened to traffic.

In this case, the Contractor shall be responsible for maintenance as described in 00220.60(a)(1), during the period the work is opened to traffic, until Final Acceptance. Conduct the remaining operations to cause the least obstruction to traffic, and pay all additional costs caused by the presence of traffic.

Measurement

00220.80 Measurement - No measurement of quantities will be made for Work performed under this Section.

00220.90

Payment

00220.90 Payment - No separate or additional payment will be made for Work performed under this Section, unless otherwise provided or Pay Items are provided under other Sections.

In addition, no payment will be made for costs incurred by the Contractor because of:

• Inconvenience, additional length of travel to conform to established traffic patterns and planned access features.

• Compliance with laws governing traffic regulations, the ADA, and load limitations.

Costs anticipated because traffic will be using portions of the work will be included in the Contract prices for the various items of Work involved.

00222.11

Section 00222 - Temporary Traffic Control Signs

Description

00222.00 Scope - In addition to the requirements of Section 00221, this Work consists of furnishing, installing, moving, operating, maintaining, inspecting, and removing temporary signs.

Materials

00222.10 Temporary Signs - Furnish temporary signs meeting the requirements of the "Acceptable" category shown in the ATSSA Quality Guidelines for Temporary Traffic Control Devices and Features handbook, available from the ATSSA website. Use materials and fabricate signs conforming to Section 00940, Section 02910 and the following:

(a) Size and Shape - Use standard size and shape signs meeting the requirements of 00221.01(c) unless otherwise specified or ordered. Double-face signs will not be allowed except for the flagger "STOP/SLOW" paddle. For diamond shaped warning signs, use 48 by 48 inch signs unless otherwise shown or specified.

(b) Type - Use ASTM Type VIII or IX sheeting from the QPL for fluorescent orange retroreflective sheeting on temporary warning signs and ASTM Type III or IV sheeting from the QPL for all other fluorescent colored retroreflective sheeting on temporary signs, unless otherwise indicated in this Section or in the TCP. Fabricate these signs on one of the following materials:

New sheet aluminum sign blanks.

New extruded aluminum panels.

Used sheet aluminum sign blanks that are without bends, tears, holes, or dents and that have been cleaned to bare metal.

3/4 inch high-density overlay plywood.

3/4 inch medium-density overlay plywood.

(c) Folding or Turning Signs - Temporary signs on posts may be the folding or turning type as long as they can be locked when not in use so the sign message is not visible to any traffic.

(d) Roll-up Signs - Use roll-up signs with retroreflective roll-up sign sheeting from the QPL.

00222.11 Sign Supports:

(a) Wood Sign Posts - Use wood sign posts in the sizes and quantities as shown on the Standard Drawings and according to 02110.40, except posts may be untreated.

(b) Portable Sign Supports - Use portable sign supports from the QPL and conforming to the following:

Free standing.

Capable of supporting signs in vehicle-caused turbulence and in winds common to the area where they are used. If additional ballast is required to maintain the signs in an upright position, use sandbags to anchor the sign support legs. Place a sandbag filled with loose sand (approximately 25 pounds) across the bottom of each leg as needed.

(c) Temporary Barrier Sign Supports - Use concrete barrier sign supports that meet the following:

00222.12

Conform to the Standard Drawings.

Attach securely to the top of the concrete barrier.

Support a maximum 12 square feet of total sign area.

(d) Temporary Sign Supports - Fabricate and use TSS as shown on the Standard Drawings and according to 02110.40, except posts may be untreated.

(e) Perforated Steel Square Tube Sign Supports - Use perforated steel square tube (PSST) sign supports from the QPL and as shown on the Standard Drawings. For PSST sign supports mounted on portland cement concrete surfaces, use surface mounted post anchors according to the manufacturer's recommendations.

00222.12 Sign Covers:

(a) Temporary Signs - Use sign covers for temporary signs that meet the following requirements:

From the QPL or made from one of the following materials:

One-piece plywood.

Geotextile fabric.

Large enough to completely cover the sign and attached rider signs.

Easy to attach to and remove from the sign without damaging the sign face.

Black and non-reflective.

Opaque to prevent message visibility under day and nighttime conditions.

(b) Permanent Signs - Sign covers for permanent signs shall conform to Section 00941.

00222.13 Sign Flags - Sign flags shall be:

Fluorescent red-orange.

Square 16 by 16 inches or larger.

Made from an acceptable tightly woven fabric or plastic sheeting.

00222.14 Sign Flag Boards - Use sign flag boards as shown on the Standard Drawings.

00222.15 Temporary Electrical Signs - Furnish electrical signs meeting the following requirements:

(a) Sequential Arrow Signs - Use Type "C" sequential arrow signs from the QPL.

(b) Portable Changeable Message Signs - Use PCMS from the QPL.

(c) Radar Speed Trailers - Use radar speed trailers with a Type 2 panel from the QPL, Conditional List, or as approved.

Construction

00222.40 Temporary Signs - Once temporary signs have been accepted and paid for on the Project, do not remove them from the Project, until directed by the Engineer.

For all temporary warning signs use fluorescent orange retroreflective sheeting background.

00222.40

Install all temporary signing according to the Plans, Section 00940, the MUTCD, the Sign Policy and Guidelines for the State Highway System, FHWA Standard Highway Sign manual and the following:

(a) Speed Signs - Use speed signs as follows:

(1) Advisory Speed Signs - Install advisory speed warning signs or riders as shown or directed.

(2) Regulatory Speed Zone Signs - Install and maintain regulatory speed zone signs as directed and according to the "Temporary Speed Zone Order" signed by the State Traffic Engineer.

When regulatory speed zone signs are used, cover conflicting existing regulatory speed zone signs with sign covers according to Section 00941.