C06-01_Amendment_0003_Attachments_0003.pdf

Questions Answers

5 Section 01 64 40 Para. 1.04B it states delivery dates are listed in Table 01 64 40A. No dates are listed.

Section -1 64 40 Paragraph 2A states products will be furnished upon notice to proceed. Government furnished products are anticipated to be delivered as early as

04/01/2024.

6 Please provide submittal drawings for the FRP pipe that show the lengths and type of joint.

Government furnished product data has not been approved/received by the Government. The data can be provided once the Government has approved/ received.

Section 33 46 40 Para 2.07.A.2 states access hatch of size shown on the drawings. No size is shown on the drawings.

Section 33 46 40 Para 2.07.A.2 updated from "Cover shall be an aluminum floor access hatch of size shown on drawings." to "Cover shall be an aluminum floor access hatch of size that approximately matches the centerline dimensions of the concrete walls of the flume enclosure shown on drawing 33-D-61451, allows for proper anchorage of the hatch assembly, and allows for installation and servicing of the Parshall flume and stilling well, and protects the interior of the enclosure from ingress of debris."

How many light fixtures and receptacles are required in each Auxiliary Drain and Inspection Well number 1 and 2? Interior or exterior?

For light fixtures refer to drawings 33-D-61467 and section 26 51 10 Part 3.01 D.

For receptacles refer to spec section 26 27 30 Part 3.01 C.

Are the 480-volt receptacles required in each Auxiliary Drain and Inspection Well number 1 and 2?

Yes one per location, refer to spec section 26 27 30 Part 1.04 A.

Is there a specific transition enclosure requested from the 2” RMC from Panel P1 to receptacles and lights in each Auxiliary Drain and Inspection Well?

Follow guidelines on National Electric Code for propper transition.

HVAC control panel is calling out for a NEMA 4X enclosure, panelboard and transformer load center in spec section 262216-2 calls out for NEMA 250, 3R. Please confirm.

Provide NEMA 4X enclosure for HVAC control panel, per Drawings 33-D-61602 and -61467

Is the equipment on one-line drawings 33-D-61462, 33-D-61463, 33- D-61464 existing?

The equipment mention on drawings 33-D-61462, -61463, and -61464 will be installed by Reclamation prior to construction and we will update the drawings to reflect as built conditions.

Is there any electrical scope in the Generator Building, Electrical Building, Gauging Station?

No

14 What is the estimated distance between the existing generator building to Auxiliary drain inspection well number 1?

Please refer to drawings 33-D-61767 and 33-D-61771 to estimate a distance between the existing generator building and Auxiliary drain inspection well No. 1.

Sheet 33-D-61462; note 5 contractor is to supply the conductors from P1-2 to Panel P2. Sheet 33-D-61465; note 1 wire and conduit. Please confirm which note we are to follow.

Drawing 33-D-61462, note 5 states that contractor should supply conductors from panel P1 breaker P1-2 to incoming power for panel P2 inside the ispection well.

Drawing 33-D-61465 states the conduit size for the remaining conduit run from

Contract 1, final conduit installation on drawing 33-D-61626 to contract 3, inspection well drawing 33-D-61466.

Are any of the inspection wells classified as hazardous locations? If so, what class?

The space will be considered a permit required confined space while construction work is occurring. Once all equipment has been installed and tested/commissioned, the space will not have a CS or PRCS designation because it has been designed for continuous human occupancy and all hazards have been mitigated for.

Please provide a detail, shape, thickness, etc. for the PVC waterstop.

Section 03 15 12 Para. 2.02.B mentions a Standard Drawing 40-D-

6463 that is not included in the drawing set.

Standard Drawing 40-D-6463 should have been included in the reference drawings.

All information required for details, shape, thickness is included in drawing 40-D-

6463.

CLIN 7 is for 6-inch Strip Waterstop. The Specification Section tied to it is for PVC waterstop, same as CLIN 6 – 6-inch PVC Waterstop.

Where is this material used at? Need details for it also.

Specification Section 03 15 17- Hydrophylic Strip Waterstop has been added. 03 15 12 PVC Waterstop has been amended. 01 33 00 Submittals has been amended.

Price Schedule CLIN 7 has been changed to 1-inch Hydrophylic Waterstop.

Dwg. 33-D-61445 shows 1” hydrophillic waterstop. No specification, size, is given for this material.

Specification Section 03 15 17 - Hydrophylic Strip Waterstop has been added to provide additional information for this material.

Dwg. 33-D-61616, Steel Transition Anchoring detail. Please provide the Bureau’s perceived sequence of installation of the transition parts as it relates to these anchors. Items to consider:

A.Are/do either of the anchor nuts get welded to the liner? If so, before or after the anchor is installed?

B.Are the anchors installed before or after the liner is in place?

C.If the anchors are installed prior to the liner pieces being set, the anchors will not be parallel to each other due to the radius of the inside of the existing conduit and liner pieces. This prevents the liner pieces from being able to slip directly over the anchors.

D.The nut on the exterior side of the liner will not be accessible once the liner is set in place.

E.How is the anchor to be torqued per Section 35 21 95 Para 3.01.M? The interior side nut is basically flush with the liner surface per the anchor detail. A socket cannot be engaged.

F.Which nut is considered the primary nut, and which is the secondary as mentioned in Para. 3.01.M.10.g?

G.What is the finish requirement on the interior side of the lining at the anchor?

H.Torque values are to be designed in RSN 35 21 95-4 per 35 21 95 Para. 3.01.M.10b. What are the design considerations and at what point are they torqued?

A. Neither nut is welded B. They can be installed before or after the transition plates are in place

C. We agree with the observation. The intent of the design is to permit flexibility for the Contractor to set the transition, obtain the proper surfaces for weldments, and achieve a smooth fluidway.

D. We believe there is access from the downstream side of the transition

(sequencing of installation, tool extensions to access nuts, etc.).

E. Standoff nuts do not require the same amount of torque as clamping nuts, and a full torque wrench socket may not be needed for installation F. This language applies to the deflector plate anchors, not the steel transition.

G. Surface finish of interior of transition to meet requirements for coatings per

Section 09 96 20 Paragraph 3.09 Tabulation No.1. There is not a metal fabrication finish tolerance specified.

H. The torque values need to be sufficient to allow for installation of the steel transition plates when considering the weight of the plates and grouting pressure in the installed condition. Contractor is to follow adhesive anchor manufacturer's recommendations. The sequencing is determined by the Contractor.

Note: These responses are means and methods, we defer to the Contractor for the most effective method of installation

Does CLIN 9 – Concrete include all concrete shown for the project except the Mudmat?

Correct. The volume of concrete shown in CLIN 9 reflects the Cast-in-Place concrete required as shown in the final QEW for the following structures: Collar, Conduit, Headwall Outlet transition/channels and the parshall flume structure.

22 What material is to be included in CLIN 10 - Cementitious Material?

CLIN 10 can be removed because the contractor is responsible for mix designs.

Paragraph 1.01.B in Specification Section 03 30 00 has been deleted.

Please provide shop drawings for the steel pipe liner so locations and type of stulling (wood or steel) that will be furnished in the pipe can be known.

Government furnished product data has not been approved/received by the Government. The data can be provided once the Government has approved/ received.

Due to the amount of engineering and technical proposal requirements for specific work activities, plans and design we request a 4-week extension for bid submission.

The government will not be providing a 4 week extension for bid submission at this time, however the government will provide a 2 week proposal submission due date of February 23rd 2024.

Table 01 64 40A Government Furnished Products provides basic information, is there specific product / submittal information available for all Government furnished materials and can this be made available to the contractor prior to bid submission?

Government furnished product data has not been approved/received by the Government. The data can be provided once the Government has approved/ received.

Are there photos available of the outlet works structures?

Yes. Photos are provided in Specification Section 51 00 90 - Existing Conditions Within Outlet Works.

27 On-site safety Representative, can this person perform other duties?

No. Specification Section 01 35 30 - Contractor's Onsite Safety Personnel, Article

1.05, Paragraph B.12. has been deleted to clarify this question.

Document entitled “J_3_Permits-743_pages” (Page 37 of 743) has the snippet below. It states that a New Generator would be installed in a New Generator Building. Please confirm if these are to be built and installed. There is no mention of a New Generator in the drawings or the specifications.

New generator will already be installed in new generator building.

29 Please provide information regarding the FRP pipe type/manufacturer, joint type, joint length, pressure rating, temperature range, etc. JH

Government furnished product data has not been approved/received by the Government. The data can be provided once the Government has approved/ received.

Please confirm that all steel pipe liner joints have steel backing plates similar to the “Steel Transition to Steel Liner Backing Plate” Detail on Sheet 33-D-61615? Will the steel pipe liner be fabricated with the steel backing plates welded in-place?

The detail shown on 33-D-61615 is only for the connection from the Steel Transition to the first liner piece. See FIO DWG. 33-D-61609 for typical steel pipe liner joints. The steel pipe liner will be fabricated with backing plates welded on.

Please confirm that the 30 CFS bypass flows will be available within the “Reservoir pumping limit area” on Sheet 33-D-61773 for bypass pumping when Kachess Reservoir is fully drawn down during fall/winter period.

Yes. The reservoir will inundate a portion of the reservoir pumping limit area shown on Dwg 33-D-61773. The contractor is responsible for water diversion in accordance with the specifications. Water surface elevations fluctuate depending on the water year. 30 cfs is always passed during current operation for fish flows even during major drawdown.

Please provide clarification for what scope CLIN 4 Bid Item Interior Preparation/Cleaning covers. Section 01 74 00 does not provide details regarding cleaning or preparation of the tunnel interior.

01 74 00 has been updated to be a cost item.

Please provide clarification for what CLIN 10 Cementitious Material is for. Paragraph 1.01 B Measurement and payment for this items states volume, while CLIN 10 unit is per ton. The specification does not provide details for the scope of work for CLIN 10

CLIN 10 can be removed because the contractor is responsible for mix designs.

Paragraph 1.01.B in Specification Section 03 30 00 has been deleted.

Section 01 51 00 Temporary Utilities Paragraph 1.05.A provides for a 460V 50 Amp plug for Contractor’s use. Is this all available 460V 3- Phase power? Can the Government provide the contact information for the electric utility provider in Phase 2 so that an estimate can be provided for additional temporary power.

Yes. As indicated in paragraph 1.05.A., "Single-phase (120/240 Volt) electrical service power (with 4-prong twist-lock plug) and three-phase power (460 Volt, 50 Amp, 3 phase) at spare breaker of panelboard will be made available on site at new generator building shown on drawings."

Puget Sound Energy (PSE) contact - Dan Swan, 425-457-6485. Reclamation will pay for power use in accordance with Specification Section 01 51 00 - Temporary

Utilities.

Please confirm that the Government will pay for all temporary power use charges from the utility company with the exception of setup costs.

Correct. As indicated in paragraph 1.05.A. and 1.05.B of Specification Section 01 51 00 - Temporary Utilities, no charges will be made for power obtained from new generator building shown on drawings or from a location selected by Contractor. In accordance with paragraph 1.05.B., the establishment/setup of power at a location selected by Contractor (not at new generator building) will be at Contractor's expense.

Will a cofferdam outside the footprint of the lined outlet works channel be necessary to complete the concrete channel underdrain and relining work?

No. Note 8 on drawing 33-D-61411 indicates "Cofferdam may be located anywhere within the outlet works discharge channel downstream of the excavation limits."

Will the Government allow a two week bid extension to February 23rd to allow for sufficient time for proposal preparation?

Yes,proposal submission due date has been extended to February 23rd 2024

TECHNICAL SERVICE CENTER

WRITTEN SPECIFICATIONS SIGNATURE SHEET

Specifications Title:

Project Title:

Region:

Prepared: P.E.

Technical Approval: P.E.

Certified: P.E.

Kachess Dam Modification Phase 3

Update 1-30-24

Yakima Project, Washington

CPN

GERALD HORTON

Digitally signed by GERALD

HORTON

Date: 2024.01.29 08:51:48 -07'00'

Digitally signed by JUSTIN

CRUMMETT

Date: 2024.01.29 09:24:09 -07'00'

ROBERT CARLSON

Digitally signed by ROBERT

CARLSON

Date: 2024.01.30 13:51:21 -07'00'

Yakima Project, Washington Amendment No. 0003

Price Schedule (Revised) B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

KACHESS DAM MODIFICATION PHASE 3

YAKIMA PROJECT, WASHINGTON

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedules.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) The Government will award Price Schedule A. Price Schedule B and C are optional price schedules that the Government is not required to exercise.

(d) Quantities in the Price Schedule are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(e) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(f) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump sum of $

2 01 31 30 Contract Document Management System

For the lump sum of $

3 01 33 26 Complete Electrical System For the lump sum of $

4 01 74 00 Deleted

Price Schedule (Revised) B - 2

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

5 02 41 07 Removal and Disposal of Existing Features

For the lump sum of $

6 03 15 12 6-inch PVC Waterstops 630 LF $ $

7 03 15 17 1-inch Hydrophilic Strip Waterstop

54 LF $ $

8 03 20 00 Concrete Reinforcing 200,000 lbs $ $

9 03 30 00 Concrete 690 yd3 $ $

10 03 30 00 Deleted

11 03 30 00 Mudmat 24 yd3 $ $

12 03 60 10 Backfill Grouting For the lump sum of $

13 03 81 10 Saw Cutting Existing Concrete, Full Depth

54 LF $ $

14 03 81 10 Saw Cutting Existing Concrete, 2-inch Depth

72 LF $ $

15 03 81 10 Concrete Removal 210 yd3 $ $

16 05 50 00 Miscellaneous Metalwork For the lump sum of $

17 22 09 23 Electromagnetic Flowmeter Systems

For the lump sum of $

18 22 14 30 Sump Pumping Systems For the lump sum of $

19 23 00 00 Heating, Ventilating, and Air Conditioning (HVAC) System

For the lump sum of $

20 26 05 02 Complete Electrical System For the lump sum of $

Table of Contents (Revised)

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 14 12 Work Restrictions and Limitations 01 14 20 Reservoir Operations 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Construction Program (New Version) 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 35 50 Site Security 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 52 10 Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 12 Protection of Existing Infrastructure 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 64 40 Government Furnished Products 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 07 Removal and Disposal of Existing Features

DIVISION 03 - CONCRETE

00 01 10 - 2

03 11 10 Concrete Forming 03 15 12 PVC Waterstops 03 15 17 Hydrophylic Strip Waterstop 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 60 10 Backfill Grouting 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 50 Spray-Applied Polyurethane Foam Insulation 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 31 20 Floor Access Hatches

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 22 - PLUMBING

22 09 23 Flowmeter Systems 22 14 30 Sump Pumping Systems

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 00 Heating, Ventilating, and Air Conditioning 23 31 00 HVAC Ducts and Castings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 54 13 Electric Resistance Duct Heater 23 82 39 Electric Heat Units

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 33 Raceway and Boxes

00 01 10 - 3

26 22 16 Transformer Load Center 26 24 24 Distribution Panelboards 26 27 30 Wiring Devices 26 51 10 Interior Luminaires

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 10 Diversion and Care of Reservoir Releases During Construction 31 03 20 Cofferdam Construction 31 03 33 Removal and Control of Water 31 09 10 Abandoning and Removing Existing Instrumentation 31 09 20 Inspection Well Instrumentation 31 09 22 Protecting Existing Instrumentation 31 09 25 Vibrating Wire and Fiber Optic Piezometers 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 12 Earthwork for Electrical Trench 31 23 16 Existing Embankment and Foundation Excavation 31 23 19 Use of On-site Stockpiled Material 31 23 39 Disposal of Excavated Material 31 24 10 Embankment Construction 31 24 12 Zone 3 - Sand Filter Material 31 24 13 Zone 4 - Gravel Drain Material 31 24 14 Zone 5 - Compacted Backfill Material 31 24 15 Zone 3A - 50/50 Sand Filter Material/Gravel Drain Material Mix 31 25 10 Erosion Control 31 32 32 Geotextile 31 37 00 Outlet Works Channel Reconstruction 31 37 10 Zone 6 – Cobble Slope Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 04 Remove Existing Gravel Surfacing 32 15 10 Gravel Surfacing 32 91 20 Placing Topsoil 32 91 60 Topsoil Erosion Control Matting 32 92 20 Seeding

DIVISION 33 - UTILITIES

33 09 12 Inspection Wells 33 42 50 Reinforced Concrete Pipe Culvert 33 46 36 HDPE Drain Pipe 33 46 40 Parshall Flum

00 01 10 - 4

DIVISION 34 - TRANSPORTATION

34 71 10 W-Beam Guardrail

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 94 Steel Transition and Steel Deflector Plates 35 21 95 Installation of Steel Transition, Steel Deflector Plates, and Government Furnished

Pipe 35 22 15 Installation of Government Furnished Pluger Valves

FDIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Climatological Data 51 00 20 Reservoir Time History and Forecasted Reservoir Operations During

Construction 51 00 30 Evaluation of Potential Filter Sand Sources 51 00 35 Friable Particle Count Method 51 00 50 Electronic Media Release 51 00 60 Instrumentation Data 51 00 70 Geotechnical Laboratory Testing Results 51 00 80 Water Quality Monitoring Plan 51 00 90 Existing Conditions Within Outlet Works

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations

END OF CONTENTS

Submittals (Revised)

01 33 00 - 9

Table 01 33 00A - List of Submittals

* 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

10 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

Submitted and approved at least 28 days before mobilization

A COR CDMS

01 14 10-2 Use of Site Site Security Plan Submitted and approved at least 28 days before mobilization

A COR CDMS

01 14 10-3 Use of Site Finished Grading Plan

Submitted and approved at least 28 days before mobilization

A COR CDMS

01 14 12-1 Work Restriction and Limitations

Construction Sequencing Plan

Submitted and approved at least 28 days before mobilization

A COR CDMS

01 31 19-1 Project Management and Coordination

Weekly Coordination Meeting Documentation

Submitted at least 24 hours before meeting

I COR CDMS

01 31 30-1 Contract Document Management System

Approval Data Within 10 calendar days after award

A COR CDMS

01 31 30-2 Contract Document Management System

Final Data Within 14 days after completing work.

A COR CDMS

01 32 10-1 Construction Program

Representative Information

Within 10 days of

NTP

A COR CDMS

01 32 10-2 Construction Program

Baseline Schedule Within 10 Days of

NTP

A COR CDMS

01 32 10-3 Construction Program

Updated Schedule Reports

Submitted monthly A COR CDMS

01 32 10-4 Construction Program

Time Impact Analysis

With appropriate changes or as requested by the

CO

A COR CDMS

01 33 00 - 10

Table 01 33 00A - List of Submittals

* 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

01 35 10-1 Safety Data Sheets

Complete LHM and SDS

Submitted and approved at least 28 days before mobilization

A COR CDMS

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 28 days before jobsite delivery of hazardous material not previously listed

A COR CDMS

01 35 20-1 Safety and Health

Safety and Health Program.

Within 30 days of NTP and at least 28 days before mobilization

A COR CDMS

01 35 20-2 Safety and Health

Monthly Accident Summary Report

At least 28 days before the start of the specified construction activities

A COR CDMS

01 35 20-3 Safety and Health

Respirator User Documentation

At least 28 days before the start of the specified construction activities

A COR CDMS

01 35 20-4 Safety and Health

Crane Operation Certificates

At least 28 days before the start of the specified construction activities

A COR CDMS

01 35 20-5 Safety and Health

Other Training Certificates

At least 28 days before the start of the specified construction activities

A COR CDMS

01 35 30-1 Contractor’s On-site Safety Personnel

Qualifications Submitted and accepted at least 28 days prior to mobilization

A COR CDMS

01 35 30-2 Contractor’s On-site Safety Personnel

Safety Inspection Reports

Monthly I COR CDMS

01 33 00 - 11

Table 01 33 00A - List of Submittals

* 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

01 46 00-1 Quality Procedures

Contractor Quality Control Plan (QC)

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 46 00-2 Quality Procedures

Contractor’s Daily Report

Weekly I COR CDMS

01 46 00-3 Quality Procedures

Quality Control Supervisor (QCS) Resume

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 46 00-4 Quality Procedures

Contractor’s Quality Testing Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 46 00-5 Quality Procedures

Summary of Monthly Test Results

Monthly I COR CDMS

01 46 20-1 Testing agency Services

Testing Agency Services Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 51 00-1 Temporary Utilities

Temporary Water Access Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 51 00-2 Temporary Utilities

Temporary Electrical Power Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 55 00-1 Vehicular Access and Parking

Initial Digital Photographic Record

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 55 00-2 Vehicular Access and Parking

Post Construction Digital Photographic Record

At least 2 days before demobilization

I COR CDMS

01 55 00-3 Vehicular Access and Parking

Post Repair Digital Photographic Record

Within 14 days of making repairs

01 33 00 - 12

Table 01 33 00A - List of Submittals

* 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

01 55 00-4 Vehicular Access and Parking

Use of Dam Crest for Hauling Operations

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 55 00-5 Vehicular Access and Parking

Use of Outlet Works Conduit Crossing for Hauling Operations

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 55 20-1 Traffic Control Traffic Control Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 56 12-1 Protection of Existing Infrastructure

Plan for Protecting Existing Infrastructure

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 20-2 Environmental Controls

Noise Monitoring Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 20-3 Environmental Controls

Noise Monitoring Reports

Submit daily and week batches

A COR CDMS

01 57 30-1 Water Pollution Control

Pollution Prevention Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 30-2 Water Pollution Control

Water Quality Monitoring Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 30-3 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

Submitted and approved at least 28 days before delivery or storage of oil

A COR CDMS

01 57 30-4 Water Pollution Control

Sedimentation Control Plan

Submitted and approved at least 28 days prior to mobilization

A

COR CDMS

01 33 00 - 13

Table 01 33 00A - List of Submittals

* 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

01 57 30-5 Water Pollution Control

Water Quality Monitoring Reports

Submit daily and weekly summary results

01 57 30-6 Water Pollution Control

Straw Wattle Certification

Submitted and approved at least 28 days prior to

01 57 50-1 Tree and Plant Protection

Protection Plan Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 57 90-1 Preservation of Historical and Archaeological Data

Request for Additional Areas of Disturbance

At least 45 days before the start of any additional disturbance activities proposed

A COR CDMS

01 64 40-1 Government Furnished Products

Shortage Report At least 28 days before starting onsite work

A COR CDMS

01 71 20-1 Surveying Surveying Plan At least 28 days before beginning survey work

A COR CDMS

01 71 20-2 Surveying Resumes At least 28 days before beginning survey work; At least 28 days before personnel change

A COR CDMS

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning survey work

A COR CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing each set of survey notes

I COR CDMS

01 71 20-5 Surveying Quantity Survey Notes and Computations

Submitted and approved for progress payments

A COR CDMS

01 74 00-1 Cleaning and Waste Management

Hazardous Waste Management Plan

Submitted and approved at least 28 days prior to

01 33 00 - 14

Table 01 33 00A - List of Submittals

* 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

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Plan

Submitted and approved at least 28 days prior to mobilization

A COR CDMS

01 74 00-3 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

I COR CDMS

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment and Environmental Consultant Resume

At least 28 days before beginning environmental assessment

A COR CDMS

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 28 days of completion of work

A COR CDMS

01 78 30-2 Project Record Documents

AutoCAD Set of Final As-built Drawings

Within 28 days of completion of work

A COR CDMS

02 41 07-1 Removal and Disposal of Existing Features

Removal of Existing Features 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 Waterstops Purchase Orders At least 28 days before starting onsite work

A COR CDMS

03 15 12-2 PVC Waterstops Samples At least 28 days before starting onsite work

A COR CDMS

03 15 12-3 PVC Waterstops Certificates At least 28 days before starting onsite work

A COR CDMS

03 15 12-4 PVC Waterstops Drawings At least 28 days before starting onsite work

A COR CDMS

03 15 12-5 PVC Waterstops Instructions At least 28 days before starting onsite work

A COR CDMS

03 15 17-1 Hydrophilic Strip Waterstop

Product Data At least 28 days before starting onsite work

01 33 00 - 15

Table 01 33 00A - List of Submittals

* 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

03 15 17-2 Hydrophilic Strip Waterstop

Certification At least 28 days before starting onsite work

A COR CDMS

03 15 17-3 Hydrophilic Strip 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

A COR CDMS

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

Certifications At least 28 days before starting onsite work

A COR CDMS

03 30 00-6 Cast-in Place Concrete

Test Reports Within 7 days after test

I COR CDMS

03 60 10-1 Backfill Grouting Approval Data At least 28 days before starting onsite work

A COR CDMS

03 60 10-2 Backfill Grouting Grouting Plan At least 28 days before starting onsite work

A COR CDMS

03 60 10-3 Backfill Grouting Test Reports Within 7 days after test

A COR CDMS

03 60 10-4 Backfill Grouting Resume At least 28 days before starting onsite work

A COR CDMS

03 81 10-1 Concrete Removal

Concrete Removal Plan

At least 28 days before starting

01 33 00 - 16

Table 01 33 00A - List of Submittals

* 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

07 21 50-1 Sprayed-applied Polyurethane Foam Insulation

Approval Data 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

07 92 00-4 Joint Sealants Contractors Field Quality Verification Report

Within 7 days after completing work

I COR CDMS

08 31 20-1 Floor Access Hatches

Product 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

Within 14 days after completing work

I 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 7 days after test

I COR CDMS

22 09 23-1 Flowmeter System

Approval Data At least 28 days before starting

01 33 00 - 17

Table 01 33 00A - List of Submittals

* 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

22 09 23-2 Flowmeter System

Final Data At least 14 days after completing onsite work

A COR CDMS

22 14 30-1 Sump Pumping Systems

Approval Data At least 28 days before fabricating or procuring sump pumping systems

A COR CDMS

22 14 30-2 Sump Pumping Systems

Test Plan At least 28 days before starting onsite work

A COR CDMS

22 14 30-3 Sump Pumping Systems

Final Data Within 14 days after test

I COR CDMS

23 00 00-1 Heating, Ventilating, and Air-Conditioning (HVAC) Systems

Approval Drawings

At least 28 days before beginning installation of heating, ventilating, and air-conditioning (HVAC) system components

A COR CDMS

23 00 00-2 Heating, Ventilating, and Air-Conditioning (HVAC) Systems

Final Drawings Within 14 days after completing installation of heating, ventilating, and air conditioning (HVAC) system components

A COR CDMS

23 31 00-1 HVAC Ducts and Castings

Approval Data At least 28 days before fabricating or procuring ducts –

HVAC

A COR CDMS

23 33 00-1 Air Duct Accessories

Approval Data At least 28 days before fabricating or procuring air duct accessories

A COR CDMS

23 33 00-2 Air Duct Accessories

Final Data Within 14 days after installation of air duct accessories

A COR CDMS

23 34 00-1 HVAC Fans Approval Data At least 28 days before fabricating or procuring fans -

HVAC

01 33 00 - 18

Table 01 33 00A - List of Submittals

* 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

23 34 00-2 HVAC Fans Final Data Within 14 days after installation of fans - HVAC

I COR CDMS

23 37 00-1 Air Inlets and Outlets

Approval Data At least 28 days before fabricating or procuring air inlets and outlets

A COR CDMS

23 54 13-1 Electrical Resistance Duct Heater

Approval Data, Drawings, and Test Plan

At least 28 days before fabricating or procuring air inlets and outlets

A COR CDMS

23 54 13-2 Electrical Resistance Duct Heater

Final Drawings and Data

Within 14 days after completing installation of heating, ventilating, and air conditioning (HVAC) system components

A COR CDMS

23 82 39-1 Electrical Heat Units

Approval Drawings and Data

At least 28 days before beginning installation of heating, ventilating, and air-conditioning (HVAC) system components

A COR CDMS

23 82 39-2 Electrical Heat Units

Final Drawings and Data

Within 14 days after completing installation of heating, ventilating, and air-conditioning (HVAC) system components

A COR CDMS

26 05 10-1 Conductors and Cables

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 05 10-2 Conductors and Cables

Field Test Reports Within 14 days after test

I COR CDMS

26 05 20-1 Grounding and Bonding

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 05 20-2 Grounding and Bonding

As-built Drawings Within 14 days after completing work

01 33 00 - 19

Table 01 33 00A - List of Submittals

* 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

26 05 20-3 Grounding and Bonding

Test Reports Within 14 days after test

I COR CDMS

26 05 33-1 Raceways and Boxes

As-built Drawings Within 14 days after completing work

A COR CDMS

26 22 16-1 Transformer Load Center

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 22 16-2 Transformer Load Center

Approval Drawings

At least 28 days before starting onsite work

A COR CDMS

26 22 16-3 Transformer Load Center

Operation and Maintenance Instruction Book

Within 14 days after completing work

A COR CDMS

26 24 24-1 Distribution Panelboards

Approval Data At least 28 days before starting onsite work

A COR CDMS

26 24 24-2 Distribution Panelboards

Factory Test Reports

Within 14 days after test

I COR CDMS

26 24 24-3 Distribution Panelboards

Operation and Maintenance Instruction Book

Within 14 days after completing work

A COR CDMS

26 24 24-4 Distribution Panelboards

Final Drawings and Data

Within 14 days after completing work

A COR CDMS

26 24 24-5 Distribution Panelboards

Field Test Reports Within 7 days after test

I COR CDMS

26 27 30-1 Wiring Devices Approval Data At least 28 days before starting onsite work

A COR CDMS

26 51 10-1 Interior Luminaires

Approval Data At least 28 days before starting onsite work

A COR CDMS

31 02 10-1 Water for Dust Abatement

Dust Abatement Plan

At least 28 days before starting onsite work

A COR CDMS

31 03 10-1 Diversion and Care of Reservoir Releases During Construction

Qualifications At least 28 days before starting

01 33 00 - 20

Table 01 33 00A - List of Submittals

* 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

31 03 10-2 Diversion and Care of Reservoir Releases During Construction

Diversion Plan At least 28 days before starting onsite work

A COR CDMS

31 03 20-1 Cofferdam Construction

Cofferdam Design At least 28 days before starting onsite work

A COR CDMS

31 03 20-2 Cofferdam Construction

Cofferdam Construction Plan

At least 28 days before starting onsite work

A COR CDMS

31 03 20-3 Cofferdam Construction

Certification and Quality Assurance Documentation

At least 28 days before starting onsite work

A COR CDMS

31 03 33-1 Removal and Control of Water

Unwatering Plan At least 28 days before starting onsite work

A COR CDMS

31 03 33-2 Removal and Control of Water

Qualifications At least 28 days before starting onsite work

A COR CDMS

31 03 33-3 Removal and Control of Water

Unwatering Reports

Submit weekly reports

A COR CDMS

31 03 33-4 Removal and Control of Water

Primary and Standby Power for Unwatering Systems

At least 28 days before starting onsite work

A COR CDMS

31 03 33-5 Removal and Control of Water

Abandonment Plan

At least 28 days before starting onsite work

A COR CDMS

31 09 10-1 Abandoning and Removing Existing Instrumentation

Abandoning and Removing Existing Instrumentation Plan

At least 28 days before starting onsite work

A COR CDMS

31 09 10-2 Abandoning and Removing Existing Instrumentation

Instrument Abandonment Closeout

Within 14 days after completing work

A COR CDMS

31 09 20-1 Inspection Well Instrumentation

Approval Data At least 28 days before starting

01 33 00 - 21

Table 01 33 00A - List of Submittals

* 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

31 09 20-2 Inspection Well Instrumentation

Final Data Within 14 days after completing work

A COR CDMS

31 09 22-1 Protecting Existing Instrumentation

Protecting Existing Instrumentation Plan

At least 28 days before starting onsite work

A COR CDMS

31 09 22-2 Protecting Existing Instrumentation

Post-Modification Inspection

At least 28 days before starting onsite work

A COR CDMS

31 09 25-1 Vibrating Wire and Fiber Optic Piezometers

Installation Plan At least 28 days before starting onsite work

A COR CDMS

31 09 25-2 Vibrating Wire and Fiber Optic Piezometers

As-built Reports and Drawings

Within 14 days after completing work

A COR CDMS

31 09 25-3 Vibrating Wire and Fiber Optic Piezometers

Fiber Optic Splicing Method and Personnel

At least 28 days before starting onsite work

A COR CDMS

31 23 02-1 Compacting Earth Materials

Test Results Within 7 days after test

I COR CDMS

31 23 16-1 Existing Embankment and Foundation Excavation

Excavation of Existing Dam Embankment and Foundation Plan

At least 28 days before starting onsite work

A COR CDMS

31 23 16-2 Existing Embankment and Foundation Excavation

Temporary Slope Protection/Erosion Control Plan

At least 28 days before starting onsite work

A COR CDMS

31 23 16-3 Existing Embankment and Foundation Excavation

Temporary Dam Crest Measurement Points and Monitoring

At least 28 days before starting onsite work

A COR CDMS

31 23 16-4 Existing Embankment and Foundation Excavation

Excavation for New Auxiliary Drain Plan

At least 28 days before starting onsite work

A COR CDMS

31 24 10-1 Embankment Construction

Embankment Construction Plan

At least 28 days before starting

01 33 00 - 22

Table 01 33 00A - List of Submittals

* 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

31 24 12-1 Zone 3 - Sand Filter Material

Certification and Laboratory Test Results

At least 28 days before starting onsite work

A COR CDMS

31 24 13-1 Zone 4 - Gravel Drain Material

Certification and Laboratory Test Results

At least 28 days before starting onsite work

A COR CDMS

31 24 15-1 Zone 3A - 50/50 Sand Filter Material/Gravel Drain Material Mix

Material Processing Plan

At least 28 days before starting onsite work

A COR CDMS

31 24 15-2 Zone 3A - 50/50 Sand Filter Material/Gravel Drain Material Mix

Certification and Laboratory Test Results

Within 7 days after completing work

A COR CDMS

31 25 10-1 Erosion Control Erosion Control Plan

At least 28 days before starting onsite work

A COR CDMS

31 25 10-2 Erosion Control Straw Certifications

At least 28 days before starting onsite work

A COR CDMS

31 32 32-1 Geotextile Manufacturer's Certification

At least 28 days before starting onsite work

A COR CDMS

31 32 32-2 Geotextile Protection Method At least 28 days before starting onsite work

A COR CDMS

31 37 00-1 Outlet Works Channel Reconstruction

Outlet Works Channel Reconstruction Plan

At least 28 days before starting onsite work

A COR CDMS

32 15 10-1 Gravel Surfacing Certification and Laboratory Test Results

At least 28 days before starting onsite work

A COR CDMS

32 91 60-1 Topsoil Erosion Control Matting

Manufacturer’s Information

At least 28 days before starting onsite work

A COR CDMS

32 91 60-2 Topsoil Erosion Control Matting

Installation Plan At least 28 days before starting

01 33 00 - 23

Table 01 33 00A - List of Submittals

* 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

32 92 20-1 Seeding Seeding Plan At least 28 days before starting onsite work

A COR CDMS

32 92 20-1 Seeding Statement of Qualifications

At least 28 days before starting onsite work

A COR CDMS

33 09 12-1 Inspection Wells Certifications At least 28 days before starting onsite work

A COR CDMS

33 09 12-2 Inspection Wells Shop Drawings At least 28 days before starting onsite work

A COR CDMS

33 09 12-3 Inspection Wells Product Data and Test Reports

At least 28 days before starting onsite work

A COR CDMS

33 42 50-1 Reinforced Concrete Pipe Culvert

Approval Data At least 28 days before starting onsite work

A COR CDMS

33 46 36-1 HDPE Drain Pipe

Approval Data At least 28 days before starting onsite work

A COR CDMS

33 46 36-2 HDPE Drain Pipe

Certifications At least 28 days before starting onsite work

A COR CDMS

33 46 36-3 HDPE Drain Pipe

Final Inspection Video

Within 14 days after completing work

A COR CDMS

33 46 40-1 Parshall Flume Flume Installation Plan

At least 28 days before starting onsite work

A COR CDMS

34 71 10-1 W-Beam Guardrail

Certifications At least 28 days before starting onsite work

A COR CDMS

35 21 94-1 Steel Transition and Steel Deflector Plates

Shop Drawings At least 42 days prior to beginning fabrication

A COR CDMS

35 21 94-2 Steel Transition and Steel Deflector Plates

Certification and Requirements for Steel Transition and Steel Deflector Plates

At least 28 days prior to beginning fabrication

01 33 00 - 24

Table 01 33 00A - List of Submittals

* 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

35 21 94-3 Steel Transition and Steel Deflector Plates

Instructions for Transporting, and Handling

At least 28 days before transporting

A COR CDMS

35 21 94-4 Steel Transition and Steel Deflector Plates

Shipping Inspection Reports

Within 14 days after arrival onsite

A COR CDMS

35 21 95-1 Installation of Steel Transition, Steel Deflector Plates, and Government Furnished Pipe

Certifications and Requirements for Installation and Inspection of Government Furnished Pipe

At least 28 days before starting onsite work

A COR CDMS

35…