Amd_No_0007_Specification_Sections_0007.pdf

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Clear Creek Dam Fish Passage Facility, Yakima Rive
Solicitation number
140R1024R0015
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This document contains the specifications and submittal requirements for the Clear Creek Dam Fish Passage Facility project in the Yakima Project, Washington. The solicitation is being issued by the U.S. Bureau of Reclamation in Fiscal Year 2024 with an anticipated award in Fiscal Year 2025. The project involves the construction of a new fish passage facility at Clear Creek Dam, including work on the dam structure, debris boom modifications, temporary utilities, and other civil and electrical work. Key submittal requirements include plans and drawings for various construction activities, quality control procedures, safety programs, and commissioning testing. Material and equipment specifications are provided for items like concrete, steel piping, valves, and communications systems. No set-asides are mentioned, and the document does not contain a Performance Work Statement or Statement of Objectives. The document appears to be the specifications portion of the full solicitation package.

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TECHNICAL SERVICE CENTER

WRITTEN SPECIFICATIONS SIGNATURE SHEET

Specifications Title: Clear Creek Dam Fish Passage Facility

Project Title: Yakima Project, Washington

Region: CPN

Prepared:

Technical Approval:

Certified:

AMD/MOD No. Technical Approval Signature:

Prepared By Signature: Revised Specifications

GERALD HORTON HORTON

Date: 2023.08.07 11:02:16 -06'00' P.E.

2023.08.07 11:42:38 -06'00' P.E.

NANCY ARTHUR ARTHUR

P.E.

AMD No. 0007 Revised Specifications, Revised Drawings, and Replacement Standard Drawings

2024.09.20 10:51:33 -06'00'

GERALD

HORTON

Digitally signed by

GERALD HORTON

Date: 2024.09.20 12:26:15 -06'00'

Clear Creek Dam Fish Passage Facility Yakima Project, Washington Amendment No. P0007

Work Restrictions and Limitations – (Revised)

01 14 12 - 2

D. Material deliveries and removal of materials:

1. Restricted to Monday through Friday, 7:00 am to 7:00 pm.

2. Approved by the COR 72 hours in advance if outside of allowable hours.

3. Not permitted on Federal holidays.

4. Inspected by Government before allowed onsite. Coordinate deliveries with COR

24 hours in advance to avoid unanticipated delays.

1.04 DEBRIS BOOM

A. Government shall clear debris prior to Contractor beginning on-site work.

B. Contractor shall perform debris removal after mobilizing to the site and secure debris boom in a location that does not interfere with other work prior to reservoir drawdown.

C. See Section 35 79 30 – Debris Boom Modifications for additional requirements.

1.05 LAND DISTURBANCE

A. Except where shown on drawings, Contractor shall not:

1. Excavate below ground level.

2. Cut or prune trees.

3. Disturb campground areas and infrastructure.

B. Contractor shall not drive or vibrate piles on the project.

1.06 RESERVOIR CONSTRUCTION

A. Contractor shall provide continuous flood protection, or maintain existing protection, up to Elevation 3016.5 once excavation activities begin.

B. The Reservoir will be unwatered to facilitate the construction of the Reservoir Structure in the dry. See Section 01 14 20 – Dam Operations and Unwatering for key details and dates for this unwatering.

1. The Contractor shall inform the COR 30 days in writing prior to the start of the desired unwatering period.

1.07 OTHER CONTRACTS

A. During work under this contract, other work will be performed in vicinity of work area by Reclamation and other contractors.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas. Comply with the clause at FAR 52.236-8, Other Contracts.

C. Do not interfere with work of other contractors or Government in vicinity of work.

D. Cooperate and coordinate with other contractors on use of temporary utilities.

Submittals – (Revised)

01 33 00 - 8

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Type

CP

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

1 Bonds (52.228-15)

Performance and payment bonds

Within 10 calendar days after award

A COR 1 0 0

2 Release of claims (1452.204-70)

Release of claims (DI-137) against United States

After completion of work and prior to final payment

A CO 1 0 0

3 Payroll and Basic Records (52.222-8)

Certified payrolls Weekly for each week any contract work is performed on site

I COR CDMS

4 Subcontracts (52.222-11)

(1) List of subcontractors

(2) Statement and Acknowledgment Form (SF-1413) for each subcontract

Within 14 days after award of contract, and within 14 days after award of any subcontract

I COR CDMS

5 Equal opportunity (52.222-26)

Information required by Executive Order

11246 (SF-100)

Within 30 days following award

I COR CDMS

6 Performance and Payment Bonds (52.228-15)

Performance and payment bonds

Within 10 calendar days after award

A CO 1 0 0

7 Liability Insurance

(WBR

1452.228-70)

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

A CO 1 0 0

8 Estimate of Percentage of Recovered Material Content of

EPA-

Designated Items (52.223-9)

Estimate the percentage of the total recovered material content for EPA designated item(s) delivered and/or used in contract performance

On completion of the contract (no later than with submittal of final voucher)

I COR CDMS

9 Safety and Health (WBR 1452.223-81)

Safety Program Submitted and accepted before starting onsite work.

See Section 1.03 of

RSHS.

A Y COR CDMS

10 Safety and Health (WBR 1452.223-81)

Monthly Accident Summary Report

First day of month.

See Section 1.03 of

RSHS.

I COR CDMS

01 33 00 - 9

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

11 Security Requirements

(WBR

1452.237-80)

Security Program Submitted and approved before mobilization

A COR CDMS

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 28 days before use of Government land

A COR CDMS

01 14 20-1 Dam Operations and Unwatering

Emergency Operations Plan

At least 28 days before use of Government land

A COR CDMS

01 31 19-1 Project Management and Coordination

Weekly Coordination Meeting Documentation

Weekly I COR CDMS

01 31 30-1 Contract Document Management System

Approval Data At least 28 days before starting work.

I COR 1 1 1

01 31 30-2 Contract Document Management System

Final Data Within 14 days after Project Closeout

I COR CDMS

01 32 10-1 Construction Program

Representative Information

At least 21 days before starting onsite work

A COR CDMS

01 32 10-2 Construction Program

Baseline Schedule

At least 21 days before starting onsite work

A Y COR CDMS

01 32 10-3 Construction Program

Updated Schedule

Monthly

When invoice for progress payments will be submitted, submit at least 7 days before invoice.

A Y COR CDMS

01 33 00 - 10

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

01 32 10-4 Construction Program

Time Impact Analysis

If the contractor believes it is owed time only, Within 28 days after the CO directs a contract change, requests proposal for a future modification, value engineering proposal, or request for equitable adjustment

A COR CDMS

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 14-days before hazardous materials are delivered to jobsite

I COR CDMS

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 14-days before hazardous materials are delivered to jobsite

I COR CDMS

01 35 20-1 Safety and Health

Emergency Action Plans, Written Program, and Training Records

At least 28 days before beginning onsite work

A COR CDMS

01 35 20-2 Safety and Health

Job Hazard Analysis (JHA)

At least 28 days before beginning onsite work

A COR CDMS

01 35 30-1 Contractor’s Onsite Safety and Health Personnel

Qualifications Submitted and approved before starting onsite work.

See Section 1.03 of

RSHS

A COR CDMS

01 35 30-2 Contractor’s Onsite Safety and Health Personnel

Safety Inspection Reports

At least once each week

A COR CDMS

01 35 37-1 Underwater Work

Diving Plan At least 28 days before beginning onsite work

A COR CDMS

01 35 37-2 Underwater Work

Daily Diving Plan At least 28 days before beginning onsite work

A COR CDMS

01 33 00 - 11

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

01 46 00-1 Quality Procedures

Contractor Quality Control Plan (QC)

At least 28 days before beginning onsite work

A COR CDMS

01 46 00-2 Quality Procedures

Contractor’s Daily Report

No later than the end of the following work day

I COR CDMS

01 46 00-3 Quality Procedures

Quality Control Supervisor (QCS) Resume

At least 28 days before beginning onsite work

A COR CDMS

01 46 00-4 Quality Procedures

Contractor’s Quality Testing Plan

At least 28 days before beginning onsite work

A COR CDMS

01 46 00-5 Quality Procedures

Summary of Monthly Test Results

Monthly I COR CDMS

01 51 00-1 Temporary Utilities

Temporary Power Plan

At least 28 days before beginning onsite work

A COR CDMS

01 51 00-2 Temporary Utilities

Interruption of Service Request

At least 28 days before beginning onsite work

A COR CDMS

01 52 10-1 Field Office Delivery Schedule and Site Layout

At least 28 days before beginning onsite work

I COR CDMS

01 55 00-1 Vehicular Access and Parking

Initial Digital Recording

At least 28 days before beginning onsite work

I COR CDMS

01 55 00-2 Vehicular Access and Parking

Post Construction Digital Recording.

Within 7 days of completing construction

A COR CDMS

01 55 00-3 Vehicular Access and Parking

Post Repair Digital Recording

Within 7 days of completing repair

A COR CDMS

01 55 20-1 Traffic Control Traffic Control Plan At least 28 days before start of construction activities

A COR CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of construction activities

A COR CDMS

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 28 days before beginning onsite work

01 33 00 - 12

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 28 days before beginning onsite work

I COR CDMS

01 57 20-2 Environmental Controls

Dust Abatement Plan

At least 28 days before beginning onsite work

I COR CDMS

01 57 30-1 Water Pollution Control

Water Quality Management Plan

At least 35 days before start of construction activities

A COR CDMS

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before start of construction activities

A COR CDMS

01 57 30-3 Water Pollution Control

Water Pollution Control Product Data

At least 28 days before start of construction activities

01 57 30-4 Water Pollution Control

Water Quality Monitoring Results

At least 28 days before start of construction activities

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28 days before start of construction activities

A COR CDMS

01 57 50-2 Tree and Plant Protection

Qualifications At least 56 days before start of construction activities

A COR CDMS

01 57 70-1 Fire Protection and Prevention

Fire Protection and Prevention Plan

At least 28 days before start of construction activities

A COR CDMS

01 57 90-1 Preservation of Historical and Archeological Data

Proposed Use, Barrow, and Spoil/Waste Ares

At least 84 days before start of construction activities

A COR CDMS

01 71 20-1 Surveying Surveying Plan At least 28 days before start of construction activities

A COR CDMS

01 71 20-2 Surveying Resumes At least 28 days before start of construction activities; At least 28 days before personnel change

01 33 00 - 13

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

01 71 20-3 Surveying Accuracy Check Results

At least 28 days before start of construction activities

A COR CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 7 days of completing and reducing notes

01 71 20-5 Surveying Quantity Survey Notes and Computations

Submitted for monthly progress payments

A COR CDMS

01 71 20-6 Surveying Workday’s Survey Notes

Submitted for monthly progress payments

A COR CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 14 days before start of construction activities. All updates submitted monthly.

A COR CDMS

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

A COR CDMS

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

A COR CDMS

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

At least 28 days before beginning environmental assessment

A COR CDMS

01 78 30-1 Project Record Documents

Electronic Media Release Form

Within 28 days of completing crane upgrades and modernization

I COR CDMS

01 78 30-2 Project Record Documents

Progress As-Built Drawings

Submitted for monthly progress payments

A COR CDMS

01 78 30-3 Project Record Documents

Draft As-built Drawings

Within 14 days of completion of work

A Y COR CDMS

01 78 30-4 Project Record Documents

Final Drawings Within 21 days of RSN 01 78 30-2 Final As-Built Drawings approval

A Y COR CDMS

01 78 30-5 Project Record Documents

Final O&M Manuals

Within 14 days of completion of work

01 33 00 - 14

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

01 78 30-6 Project Record Documents

As-built Record of Materials

Within 14 days of completion of work

A COR CDMS

01 78 30-7 Project Record Documents

Extra Materials Within 14 days of completion of work

I COR CDMS

01 78 30-8 Project Record Documents

Warranties Within 14 days of completion of work

I COR CDMS

01 91 13-1 Commissioning Test Plan At least 28 days before start of construction activities

A COR CDMS

01 91 13-2 Commissioning Test Procedures At least 28 days before start of construction activities

A COR CDMS

01 91 13-3 Commissioning Test Reports Within 14 days of completion of testing

A COR CDMS

01 91 13-4 Commissioning Post Testing and Commissioning Documentation

Within 14 days of completion of testing

02 41 10-1 Selective Site Demolition

Demolition and Removal Plan

At least 28 days before starting onsite work

A COR CDMS

03 11 10-1 Concrete Forming

Formwork Design and Drawings

At least 28 days before starting onsite work

A COR CDMS

03 15 12-1 PVC

Waterstop

Purchase Orders At least 28 days before starting onsite work

A COR CDMS

03 15 12-2 PVC

Waterstop

Samples At least 28 days before starting onsite work

A COR CDMS

03 15 12-3 PVC

Waterstop

Certification At least 28 days before starting onsite work

A COR CDMS

03 15 12-4 PVC

Waterstop

Drawings At least 28 days before starting onsite work

A COR CDMS

03 15 12-5 PVC

Waterstop

Instructions At least 28 days before starting onsite work

A COR CDMS

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 28 days before starting onsite work

01 33 00 - 15

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

03 30 00-1 Cast-in Place Concrete

Approval Data At least 28 days before starting onsite work

A COR CDMS

03 30 00-2 Cast-in Place Concrete

Concrete Placement Drawings

At least 28 days before starting onsite work

A COR CDMS

03 30 00-3 Cast-in Place Concrete

Concrete Placement Schedule

At least 28 days before starting onsite work

A COR CDMS

03 30 00-4 Cast-in Place Concrete

RSMC Temperature Control Plan

At least 28 days before starting onsite work

A COR CDMS

03 30 00-5 Cast-in Place Concrete

RSMC Temperature Readings

At least 28 days before starting onsite work

A COR CDMS

03 30 00-6 Cast-in Place Concrete

Certifications At least 28 days before starting onsite work

A COR CDMS

03 30 00-7 Cast-in Place Concrete

Test Reports At least 28 days before starting onsite work

A COR CDMS

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packed Nonshrink Grout Data

At least 28 days before starting onsite work

A COR CDMS

07 72 30-1 Roof Hatch Product Data and Shop Drawings

At least 28 days before starting onsite work

A COR CDMS

07 92 00-1 Joint Sealants Approval Data At least 28 days before starting onsite work

A COR CDMS

07 92 00-2 Joint Sealants Certifications At least 28 days before starting onsite work

A COR CDMS

07 92 00-3 Joint Sealants Instructions At least 28 days before starting onsite work

A COR CDMS

08 11 10-1 Steel Doors and Frames

Approval Drawings and Data

At least 28 days before starting onsite work

A COR CDMS

08 11 10-2 Steel Doors and Frames

Instructions At least 28 days before starting onsite

01 33 00 - 16

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

08 31 20-1 Floor Access Hatches

Product Data and Shop Drawings

At least 28 days before starting onsite work

A COR CDMS

08 71 00-1 Door Hardware Hardware Schedule and Approval Data

At least 28 days before starting onsite work

A COR CDMS

08 71 00-2 Door Hardware Instructions At least 28 days before starting onsite work

A COR CDMS

08 95 16-1 Wall Vents Approval Data At least 28 days before starting onsite work

A COR CDMS

09 96 20-1 Coatings Approval Data At least 28 days before starting onsite work

A COR CDMS

09 96 20-2 Coatings Final Approval Data

At least 28 days before starting onsite work

A COR CDMS

09 96 20-3 Coatings Paint Chip Samples At least 28 days before starting onsite work

A COR CDMS

09 96 20-4 Coatings Qualifications At least 28 days before starting onsite work

A COR CDMS

09 96 20-5 Coatings Quality Control Plan

At least 28 days before starting onsite work

A COR CDMS

09 96 20-6 Coatings Contractor Quality Testing Final Report

Within 14 days of completion of testing

23 05 29-1 Supports -

HVAC

Approval Data At least 28 days before manufacture

A COR CDMS

23 31 00-1 Ducts - HVAC Approval Data At least 28 days before manufacture

A COR CDMS

23 34 00-1 Fans - HVAC Approval Data and Drawings

At least 28 days before manufacture

A COR CDMS

23 37 00-1 Air Inlets and Outlets

Approval Data At least 28 days before starting onsite work

A COR CDMS

25 00 01-1 System Control and Monitoring

Approval Data At least 28 days before manufacture

01 33 00 - 17

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

25 00 01-2 System Control and Monitoring

Design Coordination Meeting and Conference Call Records

At least 7 days before coordination meeting

A COR CDMS

25 00 01-3 System Control and Monitoring

Component Data At least 28 days before manufacture

A COR CDMS

25 00 01-4 System Control and Monitoring

System Architecture

At least 28 days before manufacture

A COR CDMS

25 00 01-5 System Control and Monitoring

System Description Documentation

At least 28 days before manufacture

A COR CDMS

25 00 01-6 System Control and Monitoring

Approval Drawings and Data

At least 28 days before manufacture

A COR CDMS

25 00 01-7 System Control and Monitoring

Approval Data - Software Development Documentation

At least 28 days before manufacture

A COR CDMS

25 00 01-8 System Control and Monitoring

Layout Drawings At least 28 days before manufacture

A COR CDMS

25 00 01-9 System Control and Monitoring

Approval Data - Final Drawings and Documentation

Within 28 days upon completion of installation

A COR CDMS

25 00 01-10 System Control and Monitoring

Component and Network Documentation

Within 28 days upon completion of installation

A COR CDMS

25 00 01-11 System Control and Monitoring

Information System Inventory

Within 28 days upon completion of installation

A COR CDMS

25 00 01-12 System Control and Monitoring

Information Security Documentation

Within 28 days upon completion of installation

A COR CDMS

25 00 01-13 System Control and Monitoring

Training Staff Qualifications

Within 28 days upon completion of installation

A COR CDMS

25 00 01-14 System Control and Monitoring

Training Plan Within 28 days upon completion of installation

A COR CDMS

25 00 01-15 System Control and Monitoring

Class Materials Within 28 days upon completion of installation

A COR CDMS

25 00 01-16 System Control and Monitoring

Operation and Maintenance Instruction Books

Within 28 days upon completion of installation

01 33 00 - 18

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

25 00 01-17 System Control and Monitoring

Software and Software Licenses

Within 28 days upon completion of installation

A COR CDMS

26 05 04-1 Removal of Existing Electrical Equipment

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 05 10-1 Conductors and Cables

Approval Data At least 28 days before procurement

A COR CDMS

26 05 10-2 Conductors and Cables

Construction Documentation

Within 14 days after tests are completed

I COR CDMS

26 05 26-1 Grounding and Bonding

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 05 26-2 Grounding and Bonding

Inspection and Test Reports

Within 14 days after completing work

A COR CDMS

26 05 33-1 Raceways and Boxes

Approval Drawings and Data

At least 28 days before procurement

A COR CDMS

a26 05 33-2 Raceways and Boxes

As Built Drawings and Data

Within 14 days after completing work

A COR CDMS

26 05 80-1 Wiring Checkout and Tests

Qualifications At least 28 days before starting onsite work

A COR CDMS

26 05 80-2 Wiring Checkout and Tests

Test Plan At least 28 days before starting onsite work

A COR CDMS

26 05 80-3 Wiring Checkout and Tests

Test Reports Within 14 days after tests are completed

I COR CDMS

26 24 16-1 Distribution Panelboards

Approval Data At least 28 days before manufacture

A COR CDMS

26 24 16-2 Distribution Panelboards

Approval Drawings At least 28 days before manufacture

A COR CDMS

26 24 16-3 Distribution Panelboards

Draft Operation and Maintenance Instruction Books

Within 14 days after completing work

A COR CDMS

26 24 16-4 Distribution Panelboards

Finalized Operation and Maintenance Instruction Books

Within 14 days after completing work

A COR CDMS

26 24 30-1 Control Panels Manufacturer’s Technical Data

At least 28 days before manufacture

01 33 00 - 19

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

26 24 30-2 Control Panels Shop Drawings and Manufacturer’s Data

At least 28 days before manufacture

A COR CDMS

26 24 30-3 Control Panels Schematic and Wiring Diagrams

At least 28 days before manufacture

A COR CDMS

26 24 30-4 Control Panels Check Prints At least 28 days before starting onsite work

A COR CDMS

26 24 30-5 Control Panels Test Plan At least 28 days before test

A COR CDMS

26 24 30-6 Control Panels Field Test Reports Within 14 days of completion of testing

A COR CDMS

26 24 30-7 Control Panels Draft Manual(s) Monthly A COR CDMS 26 24 30-8 Control Panels Finalized Manual(s) Within 14 days after completion of installation

A COR CDMS

26 27 40-1 Wiring Devices Approval Data At least 28 days before procurement

A COR CDMS

26 30 10-1 Automatic Transfer Switch

Approval Drawings and Data

At least 28 days before procurement

A COR CDMS

26 30 10-2 Automatic Transfer Switch

Approval Data Within 14 days after completing work

A COR CDMS

26 32 10-1 Engine- Generator Set

Approval Drawings and Data

At least 28 days before procurement

A COR CDMS

26 32 10-2 Engine- Generator Set

Final Drawings and Data

At least 28 days before procurement

A COR CDMS

26 32 10-3 Engine- Generator Set

Site Test Report Within 14 days after tests are completed

I COR CDMS

26 42 13-1 Submerged Galvanic Anode Cathodic Protection and Corrosion Monitoring Systems

Certification and Data

At least 28 days before starting onsite work

A COR CDMS

26 42 13-2 Submerged Galvanic Anode Cathodic Protection and Corrosion Monitoring Systems

Final Data At least 28 days before starting onsite

01 33 00 - 20

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

26 56 60-1 Exterior Lighting

Approval Data At least 28 days before procurement

A COR CDMS

26 56 60-2 Exterior Lighting

As-built Drawings Within 14 days after completing work

A COR CDMS

27 20 01-1 Communication s System

Communications System Design

At least 28 days before procurement

A COR CDMS

27 20 01-2 Communication s System

Approval Drawings and Data

At least 28 days before procurement

A COR CDMS

27 20 01-3 Communication s System

Test Reports Within 14 days after tests are completed

A COR CDMS

27 20 01-4 Communication s System

Draft Operations and Maintenance Manuals

Within 14 days after completing work

A COR CDMS

27 20 01-5 Communication s System

Final Operations and Maintenance Manuals

Within 14 days after completing work

A COR CDMS

28 10 01-1 Security and Surveillance Equipment

Approval Drawings and Data

At least 28 days before procurement

A COR CDMS

28 10 01-2 Security and Surveillance Equipment

Test Procedure and Start Date

At least 28 days before test

A COR CDMS

28 10 01-3 Security and Surveillance Equipment

Test Report Within 14 days after tests are completed

A COR CDMS

28 10 01-4 Security and Surveillance Equipment

Check Prints At least 28 days before starting onsite work

A COR CDMS

28 10 01-5 Security and Surveillance Equipment

Final Drawings and Operations and Maintenance Manuals

Within 14 days after completing work

A COR CDMS

31 03 10-1 Diversion and Care of Stream During Construction

Dredging Plan At least 28 days before starting onsite work

A COR CDMS

31 03 10-2 Diversion and Care of Stream During Construction

Water Control Plan At least 28 days before starting onsite

01 33 00 - 21

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

31 03 10-3 Diversion and Care of Stream During Construction

Cofferdam Design At least 28 days before starting onsite work

A COR CDMS

31 03 10-4 Diversion and Care of Stream During Construction

Cofferdam Construction and Removal Plan

At least 28 days before starting onsite work

A COR CDMS

31 03 10-5 Diversion and Care of Stream During Construction

Notification Prior to In Water Work

At least 28 days before starting onsite work

A COR CDMS

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 28 days before starting onsite work

A COR CDMS

31 23 02-1 Compacting Earth Materials

Test Results At least 28 days before starting onsite work

A COR CDMS

31 23 11-1 Earthwork for Structures

Earthwork Plan for Structures

At least 28 days before starting onsite work

A COR CDMS

31 23 39-1 Disposal of Excavated Materials

Disposal Plan At least 28 days before starting onsite work

A COR CDMS

31 23 70-1 CLSM Approval Data for

CLSM

At least 28 days before starting onsite work

A COR CDMS

31 23 70-2 CLSM Quality Control Test Results

Within 1 days after completing Tests

A COR CDMS

31 25 10-1 Erosion Control Silt Fence Certification

At least 28 days before starting onsite work

A COR CDMS

31 25 10-2 Erosion Control Straw Certification At least 28 days before starting onsite work

A COR CDMS

31 32 32-1 Geotextile Geotextile Installation

At least 28 days before starting onsite work

A COR CDMS

31 32 32-2 Geotextile Manufacturer’s Certification

At least 28 days before starting onsite work

A COR CDMS

31 32 32-3 Geotextile Samples At least 28 days before starting onsite

01 33 00 - 22

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

31 32 32-4 Geotextile Protection Method At least 28 days before starting onsite work

A COR CDMS

32 15 10-1 Gravel Surfacing

Gravel Certification At least 28 days before starting onsite work

A COR CDMS

32 31 10-1 Chain Link Fence and Chain Link Fence Cover

Certifications

At least 28 days before starting onsite work

A COR CDMS

32 92 20-1 Seeding and Site Improvements

Seeding Plan At least 28 days before starting onsite work

A COR CDMS

32 92 20-2 Seeding and Site Improvements

Certifications At least 28 days before starting onsite work

A COR CDMS

33 09 12-1 Water Level Measuring Devices

Approval Drawings and Data

At least 28 days before starting onsite work

A COR CDMS

33 09 12-2 Water Level Measuring Devices

Final Data At least 28 days before starting onsite work

A COR CDMS

33 12 71-1 Vertical Turbine Pumping Units

Pumping Manufacture’s Qualifications

At least 28 days before starting onsite work

A COR CDMS

33 12 71-2 Vertical Turbine Pumping Units

Pump Preliminary Data

At least 28 days before starting onsite work

A COR CDMS

33 12 71-3 Vertical Turbine Pumping Units

Mechanical Analyses

At least 28 days before starting onsite work

A COR CDMS

33 12 71-4 Vertical Turbine Pumping Units

Approval Data and Drawings

At least 28 days before starting onsite work

A COR CDMS

33 12 71-5 Vertical Turbine Pumping Units

Motor Approval Data and Drawings

At least 28 days before starting onsite work

A COR CDMS

33 12 71-6 Vertical Turbine Pumping Units

Pumping Unit Certified Performance Test Data and Reports

At least 28 days before starting onsite

01 33 00 - 23

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

33 12 71-7 Vertical Turbine Pumping Units

Pump Final Data and Drawings

Within 14 days after completing the work

A COR CDMS

33 12 71-8 Vertical Turbine Pumping Units

Field Test Plans At least 28 days before starting onsite work

A Y COR CDMS

33 12 71-9 Vertical Turbine Pumping Units

Field Test Reports Within 14 days of completion of testing

A COR CDMS

33 12 71-10 Vertical Turbine Pumping Units

Welding Approval Documentation

At least 28 days before starting onsite work

A COR CDMS

33 12 71-11 Vertical Turbine Pumping Units

Operations and Maintenance Training

Within 28 days upon completion of installation

A COR CDMS

34 71 10-1 W-Beam Guardrail

Certifications At least 28 days before starting onsite work

A COR CDMS

35 10 10-1 Fish Screens Approval Data At least 28 days before starting onsite work

A COR CDMS

35 21 13-1 Cylindrical Screens

Approval Drawings and Data

At least 28 days before starting onsite work

A COR CDMS

35 21 13-2 Cylindrical Screens

Final Drawings and Data

At least 28 days before starting onsite work

A COR CDMS

35 21 95-1 Steel Piping Shop Drawings At least 28 days before starting onsite work

A COR CDMS

35 21 95-2 Steel Piping Commercial Products and Data

At least 28 days before starting onsite work

A COR CDMS

35 21 95-3 Steel Piping Steel Pipe Installation Procedures

At least 28 days before starting onsite work

A COR CDMS

35 21 95-4 Steel Piping Final Data Within 14 days after completing the work

A COR CDMS

35 22 10-1 Slide Gates Design Calculations At least 28 days before starting onsite work

A COR CDMS

35 22 10-2 Slide Gates Product Data and Drawings

At least 28 days before starting onsite

01 33 00 - 24

* Submittal Types: A - Approval, I - Information ** CP -Y indicates Yes, the submittal is required to be shown on the Construction Schedule - see Section 01 32 10 - Construction Program *** CO indicates Contracting Officer, COR indicates Contracting Officer Representative, and TSC indicates

Technical Service Center

RSN

Clause or

Section Title

Submittals required

Due date or Delivery time

Respon-sible code

No. of sets to be sent to: ***

CO COR TSC

35 22 10-3 Slide Gates Shop Assembly and Test Results

At least 28 days before starting onsite work

A COR CDMS

35 22 10-4 Slide Gates Field Test Results At least 28 days before starting onsite work

A COR CDMS

35 22 10-5 Slide Gates Draft Manuals Within 14 days after completing the work

A COR CDMS

35 22 10-6 Slide Gates Final Manuals Within 14 days after completing the work

A COR CDMS

35 22 14-1 Valves and Equipment

Commercial Products Data

At least 28 days before starting onsite work

A COR CDMS

35 22 14-2 Valves and Equipment

Shop Testing Certifications and Reports

At least 28 days before starting onsite work

A COR CDMS

35 22 14-3 Valves and Equipment

Approval Service Manuals

Within 14 days after completing the work

A COR CDMS

35 79 30-1 Debris Boom Modifications

Product Data and Instructions

At least 28 days before starting onsite work

A COR CDMS

35 79 30-2 Debris Boom Modifications

Debris Boom System Removal, Modification, and Installation Plan

At least 28 days before starting onsite work

A COR CDMS

41 22 14-1 Jib Crane Approval Data At least 28 days before starting onsite work

A COR CDMS

41 22 14-2 Jib Crane Final Data Within 14 days after completing the work

END OF SECTION

Temporary Utilities – (Revised)

01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the price schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-23 National Electrical Safety Code (NESC)

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 – Submittals.

B. RSN 01 51 00-1, Temporary Power Plan

1. Provide a power distribution diagram to indicate the connections between the distribution components utilized in the temporary power system. End devices, receptacles, etc., are not required to be included on the power distribution diagram.

a. Diagrams shall indicate all connections between the four existing dam gates actuators and starters, and the temporary power distribution system.

2. Provide sequencing plan including methods to connect to existing facilities.

3. Plan view of temporary conduit/cable routing and equipment locations. Include height above finished floor for overhead conduit and cables.

4. Ratings and physical sizes of equipment and cables.

C. RSN 01 51 00-2, Interruption of Service Request:

1. Area where work will be done (by number or other description).

2. Step by step procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

e. Coordination with Government.

f. Government tasks.

Temporary Utilities – (Revised) 01 51 00 - 1A

3. Commencement time and date of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

1.04 TEMPORARY ELECTRICITY

A. Provide electric power required for construction.

B. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining power and distributing power to points of use.

C. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.

D. Contractor shall provide electric power to support the following items. Contractor shall provide electric power for these items from the time they initially mobilize for this contract until Final Acceptance of the installation or by written agreement with the COR that the Contractor may stop supplying electric power.

1. Construction and performance of these activities specified in this contract.

2. Maintaining communication between Yuma Field Office (YFO) and Clear Creek

Dam. Allow YFO the ability to control all four gates during construction.

3. Maintaining power to all four dam gate actuators.

E. Obtain outage, where required, in accordance with Section 01 14 30 – Interruption of Service.

1. Maximum allowable electric power outage for the four dam gates and communication system shall be determined by COR.

1.05 TEMPORARY WATER

A. Water from reservoir will be available for construction purposes.

1. Make arrangements with COR for use of water.

a. Use of water will be in compliance with the temporary water right that Reclamation hassecured for project purposes.

b. Contractor to provide flowmeter to and track amount of water used.

c. Provide water accounting to CO upon request.

Temporary Utilities – (Revised) 01 51 00 - 1B

2. Government will designate locations from which water may be obtained. See drawing 33-D-61652 for designated locations. Pumps shall be screened per the following criteria:

a. Circular Screen Openings: Circular screen face openings must not exceed

3/32 inch in diameter. Perforated plate must be smooth to the touch with openings punched through in the direction of approaching flow.

b. Slotted or Rectangular Screen Openings: Slotted or rectangular screen face openings must not exceed 1.75 mm (approximately 1/16 inch) in the narrow direction.

c. Square Screen Openings: Square screen face openings must not exceed 3/32 inch on a side.

d. Material: The screen material must be corrosion resistant and sufficiently durable to maintain a smooth uniform surface with long term use.

e. Other Components: Other components of the screen facility (such as seals) must not include gaps greater than the maximum screen opening defined above.

f. Open area for screen material to be at least 27 percent.

3. No charge will be made for water obtained from this source.

4. If Location #2 is used for acquiring water, the vehicle must stay on boat ramp and cannot drive on the reservoir/lakebed.

B. Use water which meets specified requirements for specific use.

C. Provide means of conveying water to points of use.

D. Contractor shall provide potable water.

1.06 COMMUNICATION

A. On site cell phone reception not available. Radios shall be used for on-site communication.

1. Contractor to provide onsite communication equipment for Reclamation use.

B. Maintain the existing communication system between Clear Creek Dam and YFO.

1.07 SANITARY FACILITIES

A. Restroom facilities will not be available to Contractor personnel.

B. Contractor shall provide sanitary facilities.

1.08 INTERRUPTION OF SERVICE

A. Coordinate and schedule interruption of services with COR:

Temporary Utilities – (Revised) 01 51 00 - 1C

1. Coordinate work with Government operations. Schedule at least 15-days in advance of requested interruption of service.

2. No specific interruption of service request will be considered unless:

a. COR has reasonable assurance that materials and equipment required for work will be onsite.

b. Contractor will be prepared to perform work on date and during period of time requested for specific interruption of service.

3. Allowable time and available interruption of service periods will govern interruption of service requests, work scheduling, onsite delivery of materials, and required drawings and data submittals:

a. Equipment shall be fully commissioned and ready for operation as determined by Government by end of interruption of service window.

Notify COR immediately if this requirement cannot be met.

4. Government reserves right to schedule interruption of services for any period during 24-hour day, any day of week.

B. When work cannot be performed during an approved interruption of service period, notify COR that interruption of service is not required.

C. Show construction interruption of services in construction schedule.

Temporary Utilities – (Revised) 01 51 00 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 REMOVAL

A. Remove temporary equipment and facilities upon completion of work under this contract.

Cast-In-Place Concrete – (Revised)

03 30 00 - 7

1. NRMCA Certification of Production Facilities. NRMCA certification shall be current and include automatic digital recording of cementitious materials, aggregate, water, and chemical admixtures. NRMCA certification shall be maintained throughout duration of project.

2. ACI Aggregate Testing Technician certification(s).

3. Deleted.

3.4. Resume for flatwork foreman with at least 5 years of experience with similar type placements.

4.5. ACI Concrete Field Testing Technician certification(s).

5.6. ACI Concrete Strength Testing Technician certification(s).

H. RSN 03 30 00-7, Test Reports

1. Aggregate test results as required by Table 03 30 00B – Contractor Batch Plant

Quality Testing.

2. Concrete test reports as required by Table 03 30 00E – Contractor Field Quality

Testing.

1.06 QUALIFICATIONS

A. Ready mix plant:

1. Currently certified by NRMCA. NRMCA certification shall include automatic digital recording of cementitious materials, aggregate, water, and chemical admixtures, and shall remain current throughout project.

B. ACI Aggregate Testing Technician: Currently certified ACI Aggregate Testing Technician - Level 1.

C. Deleted

C.D. Flatwork foreman with at least 5 years of experience with similar type placements.

D.E. ACI Concrete Field Testing Technician: Currently certified ACI Concrete Field Testing Technician - Grade I.

E.F. ACI Strength Testing Technician: Currently certified ACI Strength Testing Technician.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Furnish legible and digitized batch ticket with each batch of concrete in accordance with ASTM C94. Deliver ticket to COR at jobsite during batch delivery.

B. Sponge rubber joint filler storage:

1. Store in protected area at temperature of 70 degrees F (21 degrees C) or less.

2. Do not expose to direct sun.

03 30 00 - 19 within 35 degrees F of daily low temperature. Temperature information in digital format shall be available to COR daily.

D. Maintain specified temperature differential between temperature monitoring devices at the center of the thickest section and the outside face.

1. Insulate concrete with new blankets free of tears and holes, or other insulation as necessary as approved COR.

2. Do not discontinue temperature monitoring or remove insulation until temperature at the outside face is within 35 degrees F of the lowest ambient temperature in a 24-hour period.

3. Internally cool concrete as necessary in accordance with approved temperature control plan.

4. Evaluate temperature records daily and adjust temperature control methods as necessary.

E. If internal concrete temperatures or concrete temperature differentials exceed specified limits, revise RSMC Temperature Control Plan and resubmit for approval prior to further placements.

3.03 PLACING

A. Notify COR at least 24 hours before placing concrete.

B. Do not place concrete without approval of the COR.

C. Place concrete in presence of COR.

D. Place concrete under the direct supervision of a qualified flatwork foreman.

D.E. Allow at least 7 days between adjacent placements, or as approved by COR.

1. For RSMC, COR may require more than 7 days between adjacent placements based on temperature control plan or actual temperature data of RSMC.

E.F. Do not use aluminum pipes and chutes for placing or pumping concrete.

F.G. Adding water to concrete batch at site will be allowed only once and only when approved by the COR.

1. Additional water shall be added before concrete is discharged.

2. Do not exceed specified water to cement ratio.

3. After water is added, concrete shall be mixed for at least 30 revolutions of mixer drum at mixing speed.

03 30 00 - 20

4. Record added water on the batch ticket to nearest gallon.

G.H. Adding air entraining admixtures to concrete batch at site will be allowed only once when approved by the COR.

1. After air entraining admixture is added, concrete shall be mixed for minimum of

30 revolutions of mixer drum at mixing speed.

2. Take slump and air content after air-entraining admixture addition and additional revolutions.

3. Record added air entraining admixture on batch ticket to nearest ounce.

H.I. Do not use concrete which has become so stiff that concrete cannot be properly placed.

I.J. Place formed concrete in continuous, approximately horizontal layers. Do not exceed 20 inches in depth of layers.

J.K. Vibrate concrete until concrete has been consolidated to maximum practical density, is free from pockets of coarse aggregate, and closes snugly against surfaces of forms and embedded materials.

K.L. Hot Weather:

1. Place concrete in accordance with ACI 305.1.

2. Protect reinforcing steel so that steel temperature does not exceed ambient air temperature immediately before placing concrete.

3. Fog spray forms, reinforcing steel, and subgrade just before placing concrete.

Keep subgrade moisture uniform without puddles or dry areas.

L.M. Cold weather:

1. Place concrete in accordance with ACI 306.1.

2. Do not place concrete on frozen subgrade or subgrade containing frozen materials.

3.04 PLACING CONCRETE UNDERWATER

A. As concrete is placed underwater, do not allow turbid water to discharge into Waterways.

1. For discharge of turbid water, refer to Section 01 57 30 – Water Pollution Control.

2. Placement operations shall not increase pH, turbidity, or temperature of water.

B. Equipment:

1. Not fabricated of aluminum.

2. Provide suitable tremie delivery system or pump:

a. Tremie system:

03 30 00 - 22

8. Once established, maintain embedment of tremie pipe or slickline in fresh concrete at least 5 feet. Exact embedment depths shall depend upon placement rates and setting time of concrete.

a. Control vertical movement of tremie pipe or slickline to prevent loss of seal.

b. If loss of seal occurs, placement shall be halted immediately.

c. Remove pipe, replace end closure device, and restart flow in presence of the COR.

1) To prevent washout of already placed concrete, a plug shall not be allowed to restart after loss of seal.

9. Clear blockages in discharge lines to prevent loss of seal.

10. As temporary casing is withdrawn, maintain minimum head of 5 feet of concrete above bottom of casing

3.05 FINISHING

A. Notify COR before finishing concrete.

B. Finish concrete in presence of Government inspector unless inspection is waived in each specific case.

C. Finishing for the placements shall be performed under the direct supervision of a qualified flatwork foreman.

C.D. Finish surfaces as specified in Table 03 30 00F – Formed Surfaces and Table 03 30 00G

– Unformed Surfaces.

D.E. Where finishes are not specified or shown on drawings for a particular surface, finish concrete as specified for similar work.

E.F. Formed surfaces:

1. Finish class is designated by symbols F1, and F2.

2. Finish F1:

a. Applies to formed surfaces to be covered by fill material, grout, or concrete, and construction joint surfaces as specified in Table 03 30 00F – Formed Surfaces.

b. Protect form tie rod ends on surfaces in contact with fill material from moisture where they will be below water table or waterline.

1) Recess tie rod ends and fill recess with dry pack or other material approved by COR.

03 30 00 - 23

c. Cut off flush with formed surface form tie rod ends on surfaces in contact with concrete or fill material and above maximum water table or waterline elevation.

3. Finish F2:

a. Applies to exposed formed surfaces not permanently concealed by fill material, grout, or concrete, deleted, and to contraction joint surfaces and expansion joint surfaces as specified in Table 03 30 00F – Formed Surfaces.

1) Recess tie rod ends and fill recess with dry pack or other material

4. Deleted

F.G. Unformed surfaces:

1. Do not use dry portland cement or additional water during finishing.

2. Do not use “jitterbugs” or other tools to…

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