C-SPP-Z-00015_SDU7_Spec._Rev._J1.pdf

03/28/2018

OSR 45-10 (Rev. 05-12-2016)

Procurement Specification Cover Sheet Proc. Ref. E7, 2.14

1. Title

Saltstone Disposal Unit 7 – SDU 7 (Total Pages 206)

2. Specification/SOW Number

C-SPP-Z-00015

3. Revision J

4. Page

5. Functional Classification Production Support

6. Requestor Department Design Services

7. Requestor Division

PD&CS

8. Cognizant Technical Function

8a. Responsible Engineer

Name Hannah Helvie

Date Name Fernando Lopez-Garcia

Date

Title Sr. Structural Engineer

Department

CSA

Title Sr. Structural Engineer

Department

CSA

9. Verifier/Checker

Name Michele McHenry, P.E.

Date

Title Structural Engineer

Department Design Services / Affiliate (Jacobs)

10. Additional Approver

Name Sergio Mazul

Date

Title Project Engineering Manager/ Procurement Specification Authority

Department Project Engineering

11. Cognizant Quality Function

Name Woodrow M. Meadows

Date

Title Quality Assurance Engineer

Department Construction Quality Services

12. Responsible Manager

Name William E. Bruss

Date

Title Project Engineer

Department Design Services

13. Additional Approver

Name Jeffrey P. Thompson, P.E.

Date

Title Design Authority

Department Project Engineering

13. Additional Approver

Name Alarabi Elchoufi

Date

Title Structural Authority

Department Structural Authority and Inspections

13. Additional Approver

Name Craig Carlisle

Date

Title Project Manager

Department Project Management

OSR 45-9 (Rev 7-15-2009) Procurement Specification Revision History Sheet

03/28/2018 Revision History Sheet

1. Specification No 2. Revision 3. Page

C-SPP-Z-00015

Saltstone Disposal Unit – SDU 7 J 2 of 4

4. Date 5. Revision No. 6. Paragraph No. 7. Description of Changes

9/21/2017 A QC review

C-SPP-Z-00008 Rev.4 conversion, pending DCFs incorporated. Selected sections removed: 01330B, 02315, 02316, 02371, 02373 ,02510 ,02661, 02667, 09850, 09900

10/10/2017 B QC, SM review QC reviewed, RFIs on C-SPP-Z-00008 Rev.4 studied for impact and incorporated. Section 09900 reinstalled.

10/31/2017 C WC, MM review Internal Technical Review. Non-incorporated SDDRs studied for impact and incorporated.

11/29/2017 D interim

JPT, TB, MM

review

Progress version. EDR review. All SDDRs under review. 12/08/2017 Verifier review and incorporation

12/14/2017 D Issue for External Review

01/11/2018 E

WC, JM, LH,

RaW, MM, AE,KL,QC,JPT

External Review Comments Incorporation.

Development of Open Item Action Matrix (highlight added)

02/26/2018 F RWF RWF Review preliminarily incorporated Issued to SM, MM, JPT, WC, RaW, WB, AE for comments.

03/05/2018 G All Closing of Open Item Action Matrix and Incorporation of Comments (highlight removed)

3/15/2018 H All Final Review comment incorporation

3/26/2018 I All Final Comment Incorporation

3/28/18 J All Incorporate maturity Testing and EDR comments.

Saltstone Disposal Unit – SDU 7 C-SPP-Z-00015 Revision: J

03/28/2018 Table of Contents

TABLE OF CONTENTS

SECTION TITLE No. of Pages

Approval, History and Table of Contents 4

DIVISION 1 – GENERAL REQUIREMENTS

01004 Index of Documents and Drawings 2 01100 Summary of Work 11 01250 Change Procedures 2 01320 Settlement Markers 3 01330 Submittal Procedures 13

Attachment 01330-A: Engineering Document Requirements (EDR) 01400 Quality Requirements 8

Attachment 01400-A: Supplier Quality Assurance Program Requirements 01450 Inspection and Testing Laboratory Services 3 01600 Common Product Requirements 5 01640 Manufacturer’s Field Services 5

Attachment 01640-A: Manufacturer’s Certificate of Compliance Form Attachment 01640-B: Manufacturer’s Certificate of Proper Installation Form

01810 Inspection, Observation, and Testing 5 Attachment 01810-A: Subcontractor’s Statement of Responsibility

DIVISION 2 – Not Used

DIVISION 3 - CONCRETE

03100 Concrete Forming and Accessories 6 03210 Reinforcing Steel 5 03215 Concrete Doweling 3 03230 Lateral Cabling 4 03251 Concrete Joints and Accessories 6 03255 Concrete Wall Base and Top Joints 4 03300 Cast-in-Place Concrete 31

Attachment 03300-A: Concrete Materials and Mix Characteristics Attachment 03300-B: Concrete Mix Design ID E-6000-8-PS-2-ABC Attachment 03300-C: Concrete Mix Design, ID E-6000-8-PS-3-ABC

Attachment 03300-D: Compressive Strength Testing Requirements for Concrete, ID

E-6000-8-PS-2-ABC

Attachment 03300-E: Compressive Strength Testing Requirements for Concrete, ID

E-6000-8-PS-3-ABC

Attachment 03300-F Production Concrete Mix Identification Number 03314 Prestressed Tank Vertical Post-Tensioning 17 03370 Concrete Curing 3 03600 Nonshrink Grouting 7

Attachment 03600-A: 24 Hour Evaluation of Nonshrink Grout Test Form and Procedures

03720 Repair of Vertical and Overhead Concrete Surfaces 12 03722 Repair of Horizontal Concrete Surfaces 10

03/28/2018 Table of Contents

SECTION TITLE No. of Pages

03740 Crack Repair Epoxy Injection Grouting 8

DIVISION 5 - METALS

05050 Welding and NDE 6

Attachment 05050-A: Welding and Nondestructive Testing 05500 Metal Fabrications 11 05520 Metal Railings 5

DIVISION 9 - FINISHES

09900

Painting and Coating 15 Attachment 09900-A: Paint System Data Sheet Attachment 09900-B: Required Protective Coating System Attachment 09900-C: Product Data Sheet

Total No. of Pages: 210

03/28/2018 Section 01004 Index of Documents and Drawing

INDEX OF DOCUMENTS AND DRAWINGS

SECTION 01004

PART 1 GENERAL

1.1 SECTION INCLUDES

A. List of documents and drawings associated with Saltstone Disposal Unit Cell 7.

1.2 DOCUMENTS

1. C-ESR-Z-00014, Rev. 0, SDU 7 Stormwater Pollution Prevention Plan (SWPPP)

2. C-QIP Z-00021 Rev. 0, Saltstone Disposal Unit SDU7 Quality Inspection Plan (QIP)

3. K-ESR-Z-00008, Rev. 0, Saltstone Disposal Unit 7 Geotechnical Investigation Report

4. OSR 45-4 Form, Supplier Deviation Disposition Request (SDDR)

1.3 DRAWINGS

NOTES:

(a) Titles for Drawings that begin with C-C2-Z- are preceded with “Z Area Saltstone Disposal Site SDU7 Tank Design General”.

(b) Titles for Drawings that begin with C-CC-Z- are preceded with “Z Area Saltstone Disposal Site SDU7 Tank Design Concrete”.

(c) Titles for Drawings that begin with C-CG-Z- are preceded with “Z Area Saltstone Disposal Site SDU7 Site Preparation”.

(d) Titles for Drawings that begin with C-CM-Z- are preceded with “Z Area Saltstone Disposal Site SDU7 Miscellaneous Steel”.

(e) Titles for Drawings that begin with C-CY-Z- are preceded with “Z Area Saltstone Disposal Site SDU7 Tank Design Civil”.

1. C-C2-Z-00014, Rev. 0, Cover Sheet

2. C-C2-Z-00015, Rev. 0, Abbreviations

3. C-C2-Z-00016, Rev. 0, General Structural Notes

4. C-C2-Z-00017, Rev. 0, Statement of Inspections (Sheets 1 thru 3)

5. C-CC-Z-00059, Rev. 0, Foundation Plan

6. C-CC-Z-00060, Rev. 0, Overall Roof Plan

7. C-CC-Z-00061, Rev. 0, Roof Embed and Nozzle Plan (Sheets 1 thru 5)

8. C-CC-Z-00062, Rev. 0, Partial Roof Plan

9. C-CC-Z-00063, Rev. 0, Wall and Column Section and Details

10. C-CC-Z-00064, Rev. 0, Typical Roof Sections

11. C-CC-Z-00065, Rev. 0, Concrete Section and Details

12. C-CC-Z-00066, Rev. 0, Concrete Details

13. C-CC-Z-00067, Rev. 0, Concrete Details

14. C-CC-Z-00068, Rev. 0, Concrete Details

15. C-CG-Z-00097, Rev. 0, Erosion and Sediment Control Details (2 sheets)

16. C-CG-Z-00098, Rev. 0, Vicinity Map and Document Index

17. C-CG-Z-00100, Rev. 0, SDU 7 Excavation Grading Plan

18. C-CM-Z-00049, Rev. 0, Miscellaneous Steel Details

03/28/2018 Section 01004 Index of Documents and Drawing

19. C-CY-Z-00010, Rev. 1, HDPE/GCL, Leakage, Detection and Settlement Monitoring Plan

20. C-CY-Z-00011, Rev. 1, Leakage Detection System Sections and Details

21. C-CY-Z-00012, Rev. 1, Leakage Detection and Settlement Monitoring Sections and Details

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

END OF SECTION

03/28/2018 Section 01100 Summary of Work

SUMMARY OF WORK

SECTION 01100

PART 1 GENERAL

1.1 SECTION INCLUDES

A. References B. Definitions C. Location of the Work D. Project Summary E. Work by Others F. Work Sequence G. General Requirements H. Site Requirements I. Existing Conditions J. Administration K. Acceptance and Inspection

1.2 RELATED SECTIONS

A. All Sections in this Specification

1.3 REFERENCES:

A. Required Codes / Standards

1. American Association of State Highway and Transportation Officials (AASHTO)

a. T 277, 2015, Standard Method of Test for Electrical Indication of Concrete’s

Ability to Resist Chloride Ion Penetration

2. American Concrete Institute (ACI)

a. SP-66, 2004, ACI Detailing Manual

b. 117, 2010, Specifications for Tolerances for Concrete Construction and Materials

c. 301, 2016, Specifications for Structural Concrete

d. 305.1, 2014, Specification for Hot Weather Concreting

e. 306.1, 1990 (R 2002), Standard Specification for Cold Weather Concreting

f. 308.1, 2011, Specification for Curing Concrete

g. 318, 2014, Building Code Requirements for Structural Concrete

h. 347, 2014, Guide to Formwork for Concrete

i. 350, 2006, Code Requirements for Environmental Engineering Concrete

Structures

j. 506.2, 2013, Specification for Shotcrete

3. American Galvanizers Association (AGA)

a. Inspection of Products Hot-Dip Galvanized After Fabrication, 2011

b. Quality Assurance Manual, 2002

4. American Petroleum Institute (API)

a. SPEC 5L, 2007, Specification for Line Pipe

5. American Society for Nondestructive Testing Inc. (ASNT)

a. SNT-TC-1A, 2016, Personnel Qualification and Certification in Nondestructive

Testing

6. American Society of Mechanical Engineers (ASME)

a. B16.21, 2011, Nonmetallic Flat Gaskets for Pipe Flanges

b. B16.5, 2009, Pipe Flanges and Flanged Fittings NPS 1/2 Through NPS 24

Metric/Inch Standard

c. B16.9, 2012, Factory-Made Wrought Buttwelding Butt-welding Fittings

d. B31.3, 2016, Process Piping

e. Boiler and Pressure Vessel Code, 2015

1. Section V, Nondestructive Examination

2. Section IX, Qualification Standard for Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing Operators

f. NQA-1a, 2008 (2009 Addendum), Quality Assurance Requirements for Nuclear

Facility Applications

g. Y14.38, 2007, Abbreviations and Acronyms

7. American Society for Testing and Materials (ASTM) Note: With exception of the ASTM’s governing testing requirements the following applies. Material standard later editions, or dated within ten (10) years from the date of Subcontract award are permissible as long as the Supplier verifies that physical and chemical properties of material meet the requirements of the required standard editions. Supplier shall provide documentation to justify the use of material standard editions described before, along with documents supporting the verification process, in accordance to the Submittal Procedures described in Section 01330 for LWC approval prior to use.

a. ASTM A Series

1. A36/A36M, Standard Specification for Carbon Structural Steel

2. A53/A53M, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

3. A82/A82M, Standard Specification for Steel Wire, Plain, for Concrete

Reinforcement

4. A90/A90M, Standard Test Method for Weight [Mass] of Coating on Iron and

Steel Articles with Zinc or Zinc-Alloy Coatings

5. A105/A105M, Standard Specification for Carbon Steel Forgings for Piping

Applications

6. A108, Standard Specification for Steel Bar, Carbon and Alloy, Cold-

Finished

7. A123/A123M, Standard Specification for Zinc (Hot-Dip Galvanized)

Coatings on Iron and Steel Products

8. A143/A143M, Standard Practice for Safeguarding Against Embrittlement of

Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement

9. A153/A153M, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

10. A185/A185M, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete

11. A234/A234M REV A, Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service

12. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength

13. A380/A380M, Standard Practice of Cleaning, Descaling and Passivation of Stainless Steel Parts, Equipment and Systems

14. A384/A384M, Standard Practice for Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies

15. A385/A385M, Standard Practice for Providing High-Quality Zinc Coatings (Hot-Dip)

16. A416/A416M, Standard Specification for Steel Strand, Uncoated Seven- Wire for Prestressed Concrete

17. A489, Standard Specification for Carbon Steel Lifting Eyes

18. A500/A500M, Standard Specification for Cold-Formed Welded and

Seamless Carbon Steel Structural Tubing in Rounds and Shapes

19. A513/A513M, Standard Specification for Electric-Resistance-Welded

Carbon and Alloy Steel Mechanical Tubing

20. A563, Standard Specification for Carbon and Alloy Steel Nuts

21. A572/A572M, Standard Specification for High-Strength Low-Alloy

Columbium-Vanadium Structural Steel

22. A615/A615M, Standard Specification for Deformed and Plain Carbon-Steel

Bars for Concrete Reinforcement

23. A653/A653M, Standard Specification for Steel Sheet, Zinc-Coated

(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

24. A722/A722M, Standard Specification for Uncoated High-Strength Steel Bars for Prestressing Concrete

25. A780/780M, Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

26. A967/A967M, Standard Specification for Chemical Passive Treatments for Stainless Steel Parts

27. A992/A992M, Standard Specification for Structural Steel Shapes

28. A1011/A1011M, Standard Specification for Steel, Sheet and Strip, Hot-

Rolled, Carbon, Structural, High- Strength Low-Alloy, High-Strength Low- Alloy with Improved Formability, and Ultra-High Strength

b. ASTM B Series

1. B6, Standard Specification for Zinc

2. B26/B26M, Standard Specification for Aluminum-Alloy Sand Castings

c. ASTM C Series

1. C31/C31M, Standard Practice for Making and Curing Concrete Test

Specimens in the Field

2. C33/C33M, Standard Specification for Concrete Aggregates

3. C39/C39M, Standard Test Method for Compressive Strength of Cylindrical

Concrete Specimens

4. C40/C40M, Standard Test Method for Organic Impurities in Fine

Aggregates for Concrete

5. C42/C42M, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

6. C78/C78M, Standard Test Method for Flexural Strength of Concrete (Using

Simple Beam with Third-Point Loading)

7. C94/C94M, Standard Specification for Ready-Mixed Concrete

8. C109/C109M, Standard Test Method for Compressive Strength of Hydraulic

Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)

9. C117, Standard Test Method for Materials Finer than 75-µm (No. 200)

Sieve in Mineral Aggregates by Washing

10. C136/C136M, Standard Test Method for Sieve Analysis of Fine and Coarse

Aggregates

11. C142/C142M, Standard Test Method for Clay Lumps and Friable Particles in Aggregates

12. C143/C143M, Standard Test Method for Slump of Hydraulic - Cement

Concrete

13. C150/C150M, Standard Specification for Portland Cement

14. C157/C157M, Standard Test Method for Length Change of Hardened

Hydraulic-Cement Mortar and Concrete

15. C173/C173 M, Standard Test Method for Air Content of Freshly Mixed

Concrete by the Volumetric Method

16. C227, Standard Test Method for Potential Alkali Reactivity of Cement-

Aggregate Combinations (Mortar-Bar Method)

17. C231/C231M, Standard Test Method for Air Content of Freshly Mixed

Concrete by the Pressure Method

18. C233/C233M, Standard Test Method for Air-Entraining Admixtures for

Concrete

19. C260/C260M, Standard Specification for Air-Entraining Admixtures for

Concrete

20. C348, Standard Test Method for Flexural Strength of Hydraulic-Cement

Mortars

21. C457/C457M, Standard Test Method for Microscopical Determination of

Parameters of the Air-Void System in Hardened Concrete

22. C469/C469M, Standard Test Method for Static Modulus of Elasticity and

Poisson’s Ratio of Concrete in Compression

23. C494/C494M, Standard Specification for Chemical Admixtures for Concrete

24. C496/C496M, Standard Test Method for Splitting Tensile Strength of

Cylindrical Concrete Specimens

25. C531, Standard Test Method for Linear Shrinkage and Coefficient of

Thermal Expansion of Chemical Resistant Mortars, Grouts, Monolithic Surfacing and Polymer Concretes

26. C566, Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying

27. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

28. C666/C666M, Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing

29. C805/C805M, Standard Test Method for Rebound Number of Hardened Concrete

30. C881/C881M, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

31. C882/C882M, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear

32. C939/C939M, Standard Test Method for Flow of Grout for Preplaced- Aggregate Concrete (Flow Cone Method)

33. C989/C989M, Standard Specification for Slag Cement for Use in Concrete and Mortars

34. C1012/C1012M, Standard Test Method for Length Change of Hydraulic- Cement Mortars Exposed to a Sulfate Solution

35. C1064/C1064M, Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

36. C1077, Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation

37. C1107/C1107M, Standard Specification for Packaged Dry, Hydraulic- Cement Grout (Nonshrink)

38. C1116/C1116M, Standard Specification for Fiber-Reinforced Concrete

39. C1140/C1140/M, Standard Practice for Preparing and Testing Specimens from Shotcrete Panels

40. C1202, Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration

41. C1240, Standard Specification for Silica Fume Used in Cementitious

Mixtures

42. C1260, Standard Test Method for Potential Alkali Reactivity of Aggregates

(Mortar-Bar Method)

43. C1293, Standard Test Method for Determination of Length Change of

Concrete Due to Alkali-Silica Reaction

44. C1315, Standard Specification for Liquid Membrane-Forming Compounds

Having Special Properties for Curing and Sealing Concrete

45. C1567, Standard Test Method for Determining the Potential Alkali-Silica

Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

46. C1602/C1602M, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete

d. ASTM D Series

1. D638, Standard Test Method for Tensile Properties of Plastics

2. D648, Standard Test Method for Deflection Temperature of Plastics Under

Flexural Load in the Edgewise Position

3. D695, Standard Test Method for Compressive Properties of Rigid Plastics

4. D790, Standard Test Method for Flexural Properties of Unreinforced and

Reinforced Plastics and Electrical Insulating Materials

5. D792, Standard Test Methods for Density and Specific Gravity (Relative

Density) of Plastics by Displacement

6. D1056, Standard Specification for Flexible Cellular Materials - Sponge or

Expanded Rubber

7. D1330, Standard Specification for Rubber Sheet Gaskets

8. D2000, Standard Classification System for Rubber Products in Automotive

Applications

9. D2240, Standard Test Method for Rubber Property-Durometer Hardness

10. D3740, Standard Practice for Minimum Requirements for Agencies

Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

11. D4258, Standard Practice for Surface Cleaning Concrete for Coating

12. D4259, Standard Practice for Abrading Concrete

e. ASTM E Series

1. E329, Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Inspection

f. ASTM F Series

1. F436, Standard Specification for Hardened Steel Washers

2. F593, Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs

3. F594, Standard Specification for Stainless Steel Nuts

4. F844, Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use

5. F912, Standard Specification for Alloy Steel Socket Set Screws

6. F1554, Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi

Yield Strength

7. F3125, Standard Specification for High Strength Structural Bolts, Steel and

Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions

8. American Water Works Association (AWWA)

a. D110, 2013, Wire- and Strand-Wound, Circular, Prestressed Concrete Water

Tanks

9. American Welding Society (AWS)

a. A2.4, 2012, Standard Symbols for Welding, Brazing, and Nondestructive Examination

b. A3.0/A3.0M, 2010, Standard Welding Terms and Definitions Including Terms for Adhesive Bonding, Brazing, Soldering, Thermal Cutting, and Thermal Spraying

c. D1.1/D1.1M, 2016, Structural Welding Code

10. Concrete Reinforcing Steel Institute (CRSI)

a. Manual of Standard Practice, 2009

b. PRB, 9th Edition, 2011, Placing Reinforcing Bars

11. International Code Council (ICC)

a. ES AC 193, 2012, Acceptance Criteria for Mechanical Anchors in Concrete

Elements

b. IBC 2012, International Building Code (Chapter 17 for reference only)

12. International Concrete Repair Institute (ICRI)

a. 310.2, 2013, Selecting and Specifying Concrete Surface Preparation for

Sealers, Coatings, and Polymer Overlays

13. National Fire Protection Association (NFPA)

a. 101, 2018, Life Safety Code

14. National Ready-Mixed Concrete Association (NRMCA)

a. QC-3, 2002, Quality Control Manual, Section 3, Plant Certification Checklist

15. Precast/Prestressed Concrete Institute (PCI)

a. MNL-120, 2010, PCI Design Handbook

16. Society for Protective Coatings (SSPC)

a. PA 2, 2015, Measurement of Dry Coating Thickness with Magnetic Gages

b. PA Guide 10, 2008, Guide to Safety and Health Requirements for Industrial

Painting Projects

c. SP 1, 2015, Solvent Cleaning

d. SP 2, 2004, Hand Tool Cleaning

e. SP 3, 2004, Power Tool Cleaning

f. SP 5, 2015, White Metal Blast Cleaning

g. SP 6, 2015, Commercial Blast Cleaning

h. SP 7, 2015, Brush-off Blast Cleaning - NACE No. 4

i. SP 10, 2015, Near-White Metal Blast Cleaning

j. SP 11, 2012, Power Tool Cleaning to Bare Metal

k. SP 12 – Withdrawn 2012, replaced by SSPS – SP WJ-4/NACE WJ-4 (WJ-1, WJ-2 and WJ-3), Waterjet Cleaning of Metals – Light Cleaning

17. US Army Corps of Engineers (USACE)

a. CRD -C572, 1974, Handbook for Concrete and Cement Corps of Engineers Specifications for Polyvinylchloride Waterstop

18. United States Navy (NAVY)

a. MIL-P-21035B, 1991, Paint High Zinc Dust Content, Galvanizing Repair

(Metric) B. Regulations

1. SC R.72-300, Standards for Stormwater Management and Sediment Reduction

2. SCR 100000, NPDES Stormwater General Permit

C. Documents

1. C-ESR-Z-00014, Rev. 0, Stormwater Pollution Prevention Plan (SWPPP)

D. Drawings

1. C-CG-Z-00098

2. C-CG-Z-00100

1.4 DEFINITIONS

A. See individual sections for definitions related to scope of work in the section.

B. Acronyms common to all sections of this Specification

1. EA Air Entraining Admixture

2. CLI Component Location Indicator

3. MTR Certified Mill Test Report

4. EDR Engineering Document Requirements

5. HDPE High Density Polyethylene

6. HRWRA High-Range Water-Reducing Admixture

7. LWC Liquid Waste Contractor

8. QA Quality Assurance

9. QAPP Quality Assurance Program Plan

10. QC Quality Control

11. QIP Quality Inspection Plan

12. RFI Request for Information

13. SDDR Supplier Deviation Disposition Request (OSR 45-4)

14. SQAPR Supplier Quality Assurance Program Requirements

15. SRA Shrinkage Reducing Admixture

16. SRS Savannah River Site

17. SSD Saturated Surface Dry

18. STR Subcontract Technical Representative

19. SWPPP Storm Water Pollution Prevention Plan

20. w/cm Water to Cementitious Material Ratio

1.5 LOCATION OF THE WORK

A. The work is located in Z-Area of the Savannah River Site (SRS), a Department of Energy site south of Aiken, South Carolina reference Drawings C-CG-Z-00098, C-CG-Z-00100

1.6 PROJECT SUMMARY

A. Overview:

1. The Subcontractor’s scope includes providing the labor, materials and installation of a

AWWA D110, Type I prestressed concrete tank in accordance with this specification and related drawings and subcontract documents.

2. The objective of these scope activities is for LWC to deliver to the Department of Energy, a watertight disposal system that will provide safe containment of low level radioactive waste to protect the environment. The containment system includes specific materials of construction, unique design features and relies upon quality workmanship and demonstrated performance to provide a system that will satisfy State and Federal regulations.

3. The subcontractor is responsible for delivering a AWWA D110 Type 1 tank that meets meet the Specification for Tightness Testing of Environmental Engineering Concrete Containment Structures (ACI 350.1-10)

B. Scope includes:

1. Reinforced concrete integral base slab/wall footing construction and installation of HDPE embedments at the vertical edge of the tank foundation slab. The HDPE embedments will be furnished, welded and tested by others.

2. Erection of cast-in-place tank core walls including water stop installation between wall segments, lateral cables and vertical post tensioning system.

3. One of four thermos-couple tree (T4) shall be embedded at a wall (Reference C-CC-Z- 00061, sheet 2 of 3). The thermocouple trees shall be furnished by others.

4. Roof support columns with column capitals.

5. Concrete roof slab construction with tank penetrations.

6. External horizontal pre-stressing wrapping of core wall including shotcrete layers and cover using automated equipment.

7. Furnishing and Installation of permanent handrail system.

8. External epoxy injection of any leaks in walls through cracks, voids or joints during

Leak Tightness Test. The Leak Tightness test will be performed by others after installation of an interior liner system which will be installed by others to achieve the Leak Tightness requirements.

1.7 WORK BY OTHERS

A. Installation of High-Density Polyethylene (HDPE) and Geosynthetic Clay Liner (GCL) and Non-Woven Geotextile.

B. Construction of concrete mudmats and leakage detection system below the tank C. Fabrication of Thermo-Couple Trees.

D. Installation of a Leak Tight Interior Liner/Coating System.

E. Performance of Leak Tightness Test.

F. Installation and closure of HDPE Liner and Leakage Detection System.

G. Backfill and site restoration.

1.8 WORK SEQUENCE

A. The following activity sequence is anticipated during tank construction. The

SUBCONTRACTOR will be allowed to begin construction of the Tank Bottom Slab following completion and acceptance of the upper mudmat. The Subcontractor shall schedule the most optimum construction sequence.

1. Verify and accept surface condition of upper mudmat meets the criteria for placement of Tank Bottom Slab

2. Obtain Notice-to-Proceed.

3. Installation of 10-mil poly sheeting above upper mudmat and below Tank Bottom Slab by others.

4. Place Tank Bottom Slab sections, penetrations and embedments per approved sequence.

5. Place columns, walls and roof with penetrations and embedments per design construction documents.

6. Complete hydroblast, shotcrete, vertical and horizontal prestressing operations.

7. Complete concrete repairs and handrail installation while allowing access for installation of Interior Liner and Tank Top Commodities.

8. Demobilization

9. If required, return to site within 48 hours or request to repair wall leaks through epoxy injection B. Submit Construction Execution Plan to include at a minimum the following:

1. Sequence of foundation installation and concrete placements.

2. Sequence of column installation concrete placements.

3. Sequence of wall section installation concrete placements.

4. Sequence of roof slab installation concrete placements.

5. Sequence of circumferential prestressing and shotcrete operations.

1.9 GENERAL REQUIREMENTS

A. Requirements in Division 1 of this Specification apply to all sections of this Specification.

B. Maintain an on-site copy of the latest design documents, drawings and specifications for the duration of the project at all times.

C. Confirm and coordinate all aspects of the work with the STR including;

1. Work by sub-tier contractors, vendors and suppliers.

2. Fabrication processes,

3. Methods and sequences of construction.

4. LWC Inspection coordination.

5. LWC coverage of activities outside of normal work schedule.

6. Sharing access corridors with other subcontractors and LWC and SRS Operations.

D. General Calculation Requirements

1. Calculations shall meet the requirements identified in the applicable sections of this specification, and as a minimum include a (1) Cover Page, (2) Record of Revision, (3) Open Items, (4) Table of Contents, (5) Purpose, (6) Scope, (7) Methodology, (8) Input,

(9) Assumptions, (10) Calculations/Computations/Evaluations, (11) Results, (12) Conclusions, (13) References, (14) Attachments or Appendices, such as input documents, drawings, sketches, computer analysis files, etc

2. Prepare calculation in sufficient detail to ensure that allowable criteria and proper factors of safety have been followed. Include the codes and standards governing the analysis

3. Provide a clear, step-by-step description of method of solution, numerical computations (including identification of units used), and identification of the source of derivation of all equations that are not common usage (including computer codes used).

4. For spreadsheet computations, describe, in the body of the calculation the equations used or reference a printout of the equations used and attach the printout to the calculation.

5. The explanation of the analysis method and the computations themselves should be succinct yet detailed enough to permit a qualified Verifier/Checker to perform the technical review with minimal interpretation or clarification of the facts presented.

6. Submit calculations as required per the EDR for processing in accordance with the QP-06. Document numbers will be provided by LWC.

1.10 SITE REQUIREMENTS

A. General Provisions, Special Provisions, and Subcontract Field Conditions, are described in the procurement documents.

1.11 EXISTING CONDITIONS

A. Verify existing conditions, utilities, dimensions, and details affecting the work prior to performing other field activities.

B. Report any discrepancies or deviations from Subcontract Documents to LWC as soon as conditions are identified using a Request for Information or SDDR in accordance with Section 01330 – Submittal Procedures.

C. Reference in this specification to patented processes by trade name or by make; e.g. Post Tensioning, Formwork, Crane Placement, etc.; shall be regarded as establishing a standard of quality and shall not be construed as limiting competition of 'or equal' processes.

1. Provide with the proposal, a list and process description of alternate processes.

1.12 ADMINISTRATION

A. The subcontractor shall have successfully completed AWWA D110 Type 1 circular externally wrapped water reservoirs or tanks. The tanks must have held at least 30 ft of hydraulic contents and must be greater than 10 million gallons in capacity. The Prestressed reservoir Subcontractor’s field superintendent shall have relevant, successful experience as defined as having been the person in charge of at least five of the structures noted above and been on the referenced Project Site(s) in responsible charge, essentially full time, during construction activities. Except as delineated herein, sub-tiers shall have a minimum of twenty years of experience in their respective areas of expertise.

1. Submit Qualifications/Resumes of key personnel providing evidence of qualifications to perform the work identified herein including but not limited to: Project Manager, Project Engineer, Field Engineer and Prestressing Engineer (if different from Project Engineer).

2. Submit evidence of successful completion of AWWA D110 Type 1 Tanks.

B. The LWC Subcontract Technical Representative for this effort will be identified at award of the subcontract.

C. The Subcontract Technical Representative is the LWC representative responsible for all administrative and technical communication and direction between LWC and the Subcontractor.

D. All technical correspondence shall be directed to the Subcontract Technical Representative with a transmittal copy to the Procurement Representative.

1.13 ACCEPTANCE AND INSPECTION

A. Prior to final acceptance, each phase of work will be inspected and accepted by LWC

Quality Control (QC) for conformance to Subcontract Document requirements.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION/ SCHEDULE

3.1 SCHEDULE

The Period of Performance shall be defined by the approved Key Milestones as specified in the Field Conditions.

A. Submit Milestone Schedule identifying the following activities while meeting the period of performance:

1. Notice to Proceed

2. Mobilization

3. Shop Drawings and Calculation Submittals

4. Begin Tank Bottom Slab Formwork

5. Begin Tank Bottom Slab Reinforcing Steel Installation

6. Foundation Concrete Placements by Floor Section

7. Begin Column Formwork

8. Begin Column Reinforcement

9. Begin Column Placement (1st column only)

10. Begin Wall Formwork

11. Begin Wall Reinforcement

12. Wall Concrete Placements by Wall Number

13. Begin Roof Formwork

14. Begin Roof Reinforcement

15. Roof Concrete Placements by Roof Section

16. Vertical post-tensioning of wall sections

17. Begin Shotcrete and Prestressing Operations

18. Complete Shotcrete and Prestressing Operations

19. Begin Permanent Handrail Installation

20. Mechanical Complete (i.e.all work accepted by LWC)

21. Demobilize

B. Submit detailed value loaded schedule as defined in the procurement documents.

03/28/2018 Section 01250 Change Procedures

CHANGE PROCEDURES

SECTION 01250

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Request for Information B. Supplier Deviation Disposition Request (SDDR) C. Change Notice

1.2 RELATED SECTIONS

A. Division 1 - All Sections

1.3 REFERENCES

NOTE: Refer to Section 01100 for guidance on appropriate document editions to use.

A. Required National Codes / Standards

1. None Specified in this Section

B. Regulations

1. None Specified in this Section

C. Documents

1. OSR 45-4 Form, Supplier Deviation Disposition Request

D. Drawings

1. None Specified in this Section

1.4 DEFINITIONS

A. Minor Change: Change to the project or clarifications of the Subcontract Documents in which the change does not impact the subcontract, including cost and schedule.

1. Changes to be initiated by the Subcontractor’s Point of Contact to the LWC

Subcontract Technical Representative.

2. Level of quality shall be maintained with a minor change.

B. Deviation: Subcontractor initiated change for which the scope, cost and/or schedule of the Subcontract may be impacted.

C. Subcontractor Authorized Representative: Individual within Subcontractor’s organization authorized to receive change documents and responsible for informing others in Subcontractor's employ or sub-tier contractors of changes to the Work Scope.

1.5 SUBMITTALS

A. Submit the following Engineering Documents in accordance with Section 01330 and

01400.

1. None Specified in this Section

1.6 REQUEST FOR INFORMATION (RFI)

A. Identify questions needing clarification or request services from LWC using a Request for

Information (RFI).

1. RFI forms will be available from the LWC Subcontract Technical Representative

(STR).

B. Transmit the RFI to the LWC STR.

03/28/2018 Section 01250 Change Procedures

C. RFI issues which, at any time during the course of the subcontract, result in changes to or deviations from the technical or quality requirements or otherwise impact the cost / schedule require the use of an SDDR prior to continuing the affected work.

D. Maintain a tracking log of RFI documents.

1.7 SUPPLIER DEVIATION DISPOSITION REQUEST (SDDR)

A. Prepare a SDDR for Subcontractor proposed deviations from the technical or quality requirements of this procurement.

B. Applies to proposed deviations that are not Minor Changes after award of subcontract.

1. RFI issues subsequently determined to be non-minor changes to the technical or quality requirements or otherwise impact the cost / schedule require implementation and completion of the SDDR process prior to continuing.

C. For each deviation:

1. Identify the following, as applicable:

a. Specification and revision number

b. Affected drawing number, revision number, section or detail.

2. Identify criteria that cannot be met by item and specification section number.

3. Present explanation for the deviation.

4. Present proposal for resolution of the deviation.

5. Present price and schedule adjustment for the proposed resolution of the deviation.

D. Nonconforming Conditions

1. Nonconforming conditions are subcontractor installed conditions which do not meet the technical or quality requirements of this subcontract.

2. Document nonconforming conditions on a SDDR when requesting acceptance of a

“Use-As-Is” or “Repair” disposition.

a. Include supporting technical justification.

3. Notify STR via email within five (5) days of detecting nonconforming condition.

E. Transmit SDDR for review and disposition in accordance with Section 01330 - Submittal

Procedures.

1. Proposed deviations shall be identified promptly and transmitted to LWC to allow for adequate review and approval durations without impacting the subcontract schedule.

A minimum of seven (7) calendar days should be allowed.

F. Do not perform work on affected scope or make delivery of any item for which a SDDR is submitted until a written disposition of the SDDR is received from LWC.

1. Continue the work in accordance with the written LWC disposition of the SDDR.

1.8 CHANGE NOTICE

A. LWC will issue a Change Notice to identify additional or reduction of scope, including a detailed description of proposed change with supplementary or revised drawings and/or specifications.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

03/28/2018 Section 01320 Settlement Markers

SETTLEMENT MARKERS

SECTION 01320

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Installation of Settlement Markers

1.2 RELATED SECTIONS

A. All Sections in this Specification

1.3 REFERENCES

NOTE: Refer to Section 01100 for guidance on appropriate document editions to use.

A. Required Codes / Standards

1. None Specified in this Section B. Regulations

1. None Specified in this Section C. Documents

1. None Specified in this Section D. Drawings

1. C-CY-Z-00010

2. C-CY-Z-00011

3. C-CY-Z-00012

1.4 DEFINITIONS

A. See Section 01100 for additional definitions not included in this section.

1.5 QUALITY ASSURANCE

A. LWC QC will provide inspections as needed.

B. See Section 01400 for general requirements.

1.6 NOTIFICATION AND COORDINATION

A. Contact STR prior to installation of settlement markers.

1.7 SUBMITTALS

A. None Specified in this Section

1.8 PERFORMANCE REQUIREMENTS

A. Maintain sufficient equipment, materials, parts, tools, and supplies to meet the requirements of the work.

PART 2 PRODUCTS

2.1 BRONZE SURVEY MARKERS

A. LWC will materially provide settlement markers per Drawings C-CY-Z-00010, C-CY-Z- 00011, and C-CY-Z-00012.

B. Survey Markers for Concrete:

1. 3-½ inch diameter dome top, Berntsen No. C35DB, or approved equal.

03/28/2018 Section 01320 Settlement Markers

2. Pre-stamp “GEOTECHNICAL ENGINEERING SETTLEMENT MARKER, SAVANNAH

RIVER SITE, DO NOT DISTURB”.

2.2 ADHESIVE ANCHOR WITH DOMED CAP

A. LWC will materially provide domed caps per Drawings C-CY-Z-00010, C-CY-Z-00011, and

C-CY-Z-00012.

B. Adhesive Requirements: As specified for concrete drilled anchors in Section 05500.2.3.C.

C. Bronze Domed Cap and Rod Requirements:

1. Dome top, 3-¼ inch diameter for 9/16-inch rod, Berntsen No. RBS325BR, or approved equal.

a. BP1-SM Copper cap with imprinted "Survey Mark" may be set at time of floor placement if provided by STR.

2. Pre-stamp “GEOTECHNICAL ENGINEERING SETTLEMENT MARKER, SAVANNAH RIVER SITE, DO NOT DISTURB”.

a. Applies to Berntsen No. RBS325BR only.

PART 3 EXECUTION

3.1 SETTLEMENT/SURVEY MARKERS ARE ELEVATION/COORDINATE REFERENCES THAT

SHALL BE PLACED IN ACCORDANCE WITH THE DRAWINGS AND MANUFACTURER’S

INSTRUCTIONS.

A. Settlement Marker (Adhesive Anchor with Domed Cap)

1. Place on outside of perimeter footing at locations shown after tank wrapping is complete and prior to Leak Tightness Test or at the STR direction.

B. Bronze Survey Markers (Cast in Place):

1. Install on roof slab at locations shown.

2. Cast-in-place during concrete placement.

C. All markers shall be identified in the field with a unique facility Component Location Indicator (CLI) number supplied by LWC.

1. CLI tags will be provided by LWC.

2. The tags shall be affixed adjacent to the marker as directed by the STR for the period of time the marker is being monitored.

D. Any marker that is destroyed, damaged, or becomes inaccessible shall be replaced or relocated in the same area where possible, before the next scheduled survey.

1. The elevation of a replaced or relocated marker shall be tied to that of the old marker, if possible.

2. An adjusted initial elevation shall be established for the new marker so that an uninterrupted settlement observation of the marker can be maintained.

3.2 FREQUENCY OF MONITORING

1. After the initial settlement marker elevation is established, surveys will be scheduled and performed by LWC during construction.

03/28/2018 Section 01330 Submittal Procedures

SUBMITTAL PROCEDURES

SECTION 01330

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Requirements for submittal of information for LWC review and/or acceptance.

1.2 RELATED SECTIONS

A. All Sections in this Specification

1.3 REFERENCES

NOTE: Refer to Section 01100 for guidance on appropriate document editions to use.

A. Required National Codes / Standards

1. None Specified in this Section B. Regulations

1. None Specified in this Section C. Documents

1. None Specified in this Section D. Drawings

1. None Specified in this Section

1.4 DEFINITIONS

A. See Section 01100 for general requirements and additional definitions not included in this section.

1.5 QUALITY ASSURANCE

A. See Section 01400 for general requirements.

1.6 SUBMITTALS

A. Required Submittals:

1. Specified in the individual specification sections and listed on the Engineering Document Requirements (EDR) form, Attachment 01330-A.

2. Review prior to submission.

3. Certify conformance of documents to specification requirements by signature of the

Subcontractor’s Authorized Representative.

4. List the following on each submittal transmittal cover letter:

5. Document category number, and applicable specification Section and Article number

(Ref. Columns 1 and 2 of Attachment 01330-A).

a. Document description

B. Correspondence letters, submittals and SDDR forms:

1. Uniquely identify with a control number

2. Reference the following Information:

a. Subcontractor Name,

b. Subcontractor’s Order Reference Number,

c. LWC Purchase Order No.: (Defined on Award),

d. LWC Project Number and Title: (SDU 7, Saltstone Disposal Unit 7),

e. Date of transmittal,

f. Sequence page number and total number of pages on each page.

3. Transmit with a completed Transmittal Letter.

C. Transmit Adobe Acrobat Portable Document Format (PDF) files of EDR submittals, Request for Information, and SDDR forms to (unless directed otherwise by the STR):

vendordocuments@srs.gov.

1. When paper copies are required, transmit to (unless directed otherwise by the STR):

Liquid Waste Operations Contractor Document Control Center Building 704-1N Aiken, SC 29808 Project: Saltstone Disposal Site – SDU 7

D. Transmit a copy of correspondence letters, submittals, SDDR forms, and Request for Information forms to:

Subcontract Technical Representative.

Name: (Defined on Award) Savannah River Site Building / Room: (Defined on Award) Aiken, SC 29808

E. Transmit correspondence and a copy of all transmittal letters to:

Procurement Representative Name: (Defined on Award) Savannah River Site Location: (Defined on Award) Aiken, SC 29808

F. Mark "RESUBMITTAL” on resubmitted documents and include the previous submittal document number provided with submittal review comments.

G. Electronic Submittals: Submittals shall, unless specifically accepted otherwise, be made in electronic format.

1. Each submittal shall be an electronic file in Adobe Acrobat Portable Document

Format (PDF). Use the latest version available at time of execution of the Agreement.

2. Electronic files that contain more than 10 pages in PDF format shall contain internal bookmarking from an index page to major sections of the document.

3. PDF files shall be set to open “Bookmarks and Page” view.

4. Add general information to each PDF file, including title, subject, author, and keywords.

5. PDF files shall be set up to print legibly at 8.5-inch by 11-inch, 11-inch by 17-inch, or

22-inch by 34-inch. No other paper sizes will be accepted.

6. Submit new electronic files for each resubmittal.

7. STR will reject submittal that is not electronically submitted, unless specifically accepted due to specific content.

8. Provide STR with authorization to reproduce and distribute each file as many times as necessary for Project documentation.

9. Detailed procedures for handling electronic submittals will be discussed at the preconstruction conference.

10. Paper submittals with less than 25% recycled content are acceptable.

11. Durations provided for submittal and review cycles are calendar days.

12. Where duration “after award” is provided, duration is measured in calendar days after notification of award is given for this Subcontract, rather than any sub-tier subcontracts.

1.7 REVIEW, ACCEPTANCE AND STATUS OF SUBMITTALS

A. Submit documents listed on the Engineering Document Requirements form, Attachment

01330-A, on or before the submittal schedule identified in column 5.

B. Unless noted otherwise, EDR submittals will be returned to the Subcontractor within fourteen (14) calendar days of receipt indicating the submittal status by identifying it as follows:

1. Status 1: Work may proceed.

2. Status 2: Submit final documentation. Work may proceed.

3. Status 3: Revise and resubmit. Work may proceed subject to resolution of indicated comments.

4. Status 4: Revise and resubmit. Work may not proceed.

5. Status 5: Permission to proceed not required.

C. Incorporate changes as required in accordance with LWC comments.

1. Clearly indicate revisions on all resubmitted documents.

2. Resubmit corrected Engineering Documents for review within 21 days of the date of receipt.

D. Assignment of Status 1 or Status 5 to the Engineering Documents by LWC does not relieve the Subcontractor of any part of their obligation to meet all requirements of this Specification or their responsibility for the correctness of such Engineering Documents, and the adequacy and suitability of material and equipment represented thereon for the intended function.

E. Do not change previously accepted, Status 1 or Status 5, documents without notification to the Subcontract Technical Representative.

1.8 ATTACHMENTS

A. 01330-A: Engineering Document Requirements (EDR), with Instructions

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

OSR 45-6 (Rev 11-9-2011)

Engineering Document Requirements Attachment No.

Revision No.

Spec/Req’n No.

01330-A .

J

C-SPP-Z-00015 .

Page 4 of 13 .

1.

Document Category Number

2.

Specification Paragraph Reference

3.

Document Description

4.

Permission to

Proceed Required 5.

Submittal Schedule

6.

Quantity Required

7.

Kind of copies 8.

Remarks Yes No Init Final

28.0 01100

1.12 A.1

Subcontractor Experience N With Proposal and Post Award 1 1 PDF

Review will occur during the bid process.

Final Post

Award

5.0 01100

3.1 A

Key Milestone Schedule N With Proposal and Post Award 1 1 PDF

Review will occur during the bid process.

Final Post

Award

*28.0 01100 1.12.A.2

Evidence of Successful Tank Completion N With Proposal and Post Award 1 1 PDF

Review will occur during the bid process.

Final Post

Award

4.1 01100 1.8.B

Construction Execution Plan N With Proposal and Post Award 1 1 PDF

Review will occur during the bid process.

Final Post

Award

5.0 01100 3.1.B

Detailed Value Loaded Schedule Y 2 Weeks after

Award 1 PDF Periodic updates

28.0 01450

1.10 A.

Inspection and Testing Laboratory Business Information

Y Prior to Initiating Any Work 1 PDF

*13.0 01600

2.1 C.

Proposed “Or- -Equal” Item Substitution Y 2 Weeks Prior to

Use 1 PDF Only as Required

*28 01640 3.2.A Manufacturers Certificate of Compliance

Y 2 Weeks Prior to Use 1 PDF

*28 01640 3.3.A Manufacturers Certificate of Proper Installation

Y At Completion of Installation(s) 1 PDF

3.0 01810

1.9 F. 1.

Subcontractor’s Statement of Responsibility Form(s)

Y Prior to Initiating Any Work 1 PDF

10.2 03100 2.1.F.6 Form Tie Sample Y 2 Weeks Prior to

Use 1 PDF Product Data Sheet (Physical Sample to STR)

1.3 03100

2.2 A. Shop Drawings Y 2 Weeks Prior to

Use 1 PDF

8.0 03100

2.2 B.

Certification of Structural Calculations Y 2 Weeks Prior to

Use 1 PDF

1.3 03210

2.2 D.

Reinforcing Steel Shop Drawings Y 3 Weeks Prior to

Fabrication 1 PDF

*26.0 03210

2.2 E.

Reinforcing Steel Material Test Reports Y 2 Weeks Prior to

Use 1 PDF

4.1 03210

2.2 F.

Reinforcing Steel Manufacturer’s Fabrication and Installation Instructions

Y 2 Weeks Prior to Use 1 PDF

4.1 03210

3.2 J.

Detailed Assembly Sequence of Column Reinforcement

Y 2 Weeks Prior to Use 1 PDF

28.0 03215

1.5 A. 1. b.

Concrete Doweling Installer’s Qualifications Y 2 Weeks Prior to

Use 1 PDF

Attachment No.

Revision No.

Spec/Req’n No.

01330-A .

J

Page 5 of 13 .

1.

Document Category Number

2.

Specification Paragraph Reference

3.

Document Description

4.

Permission to

Proceed Required 5.

Submittal Schedule

6.

Quantity Required

7.

Kind of copies 8.

Remarks Yes No Init Final

*13.0 03215

2.1 A. 9.

Concrete Doweling Adhesive Manufacturer’s Catalog Product Data

Y 2 Weeks Prior to Use 1 PDF

*13.0 03215

2.1 B. 2.

Concrete Doweling Reinforcing Dowel Manufacturer’s Catalog Product Data

Y 2 Weeks Prior to Use 1 PDF

*13.0 03215

2.1 B.3

Concrete Doweling ICC Evaluation Service Report(s)

Y 2 Weeks Prior to Use 1 PDF

4.0 03215

2.1 C.

Concrete Doweling Manufacturer’s Instructions

Y 2 Weeks Prior to Use 1 PDF

*28.0 03230

2.1 C.

Lateral Cable Manufacturer’s Certificate of Compliance

Y 4 Weeks Prior to Use 1 PDF

1.3 03230

2.2 D.

Lateral Cabling Details of Sponge Rubber Sleeve

Y 4 Weeks Prior to Use 1 PDF

*13.0 03230

2.3 A.

Lateral Cabling Manufacture’s Catalog Product Data

Y 4 Weeks Prior to Use 1 PDF

4.1 03230

2.4 B.

Lateral Cabling Fabrication and Installation Instructions

Y 4 Weeks Prior to Use 1 PDF

28.0 03251

1.5 B. 2. Installer’s Qualifications Y 2 Weeks Prior to

Use 1 PDF

1.3 03251

2.1 A. Shop Drawings Y 2 Weeks Prior to

Use 1 PDF

10.2 03251

2.2 A.

Concrete Joint and Accessories Samples Y 2 Weeks Prior to

Use 1 PDF Picture and Physical sample to STR

4.0 03251

2.3 D.

Waterstop Manufacturer’s Instructions

Y 2 Weeks Prior to Use 1 PDF

*13.0 03255

2.2 A. Product Data Y 2 Weeks Prior to

Use 1 PDF

4.1 03255

3.1 A. 4. a.

Manufacturer’s Splicing Instructions Y 2…