Package 1D, Specifications 90% Design Review. · 2012. 11. 18. · BABOOOOOO.01717-6300-01015 Rev....

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SPECIFICATIONS

90% DESIGN REVIEW

JULY 11, 1994

9408020209 94\0725NMSS SUBJ

PRELNARCFPREDECISIONAL DRAF MATERAL ~7w

CRWMS/M&O

j

Specification Cover Sheet

Complete only applicable items.

WBS: 1.2.6

O GA: QA

Page: 1 Of: 6I.,.

1 2. TITLE OF SPECIFICATION'JMMARY OF WORK PACKAGE ID

3. DOCUMENT IDENTIFIER 4. REVISION NO.

BABOOOOOO-01717-6300-01015 REV OC 0C5. QA CLASSIFICATIONSNONE

THIS SPECIFICATION INCLUDES QA CONTROLS YES X NO

6. Revision 7. Pages 8. Pages 1Nutnber/Date Added Deleted 9. Description of Ra¶Mion

OA 06/01/94OB 06/03/94OC 07/07194

700

010

ISSUE FOR INTERDISCIPLINE REVIEWISSUE FOR IN-PROCESS DESIGN REVIEWISSUED FOR 90% DESIGN REVIEW

(10. ORIGINATOR t t - \ Date

11. CHECKER I ' ^ . - _ _ Date t

vjtu(,A,. p *Aj t6 1 1-,0,2t12. LDE _,< ) Date I

S. G3~ * . -7-9-14.1 13. VERIFIER

t!DEPARTMENT MANAGER

Date

I-Date

1 QUAUTY ASSURANCE SDte

WP-3s- 0061 (Rev.'03/1CM4)

PRELIMINARY PREDECISIONAL DRAFI MATERIAL

BABOOOOOO.01717-6300-01015 Rev. OC PRELIMINARY DRAFr

SECTION 01015

SUMMARY OF WORK PACKAGE ID

PART 1 GENERAL

1.01 SECTION INCLUDES

Work under these Specification Sections includes furnishing all material, tools, equipment, andlabor necessary for the construction of Package ID.

1.02 RELATED DOCUMENTS

A. AU work shall be performed in accordance with the Drawings and Specification Sections listedbelow:

1. Standard Drawings

BAB000000-01717-2100-20001BAB0000O-01717-2100-20002BABOOOOOO-01717-2100-20004BABOOOOOO-01717-2100-20005BAB000000-01717-2100-20006BABOOOOOO-01717-2100-20008BABAOOOOO-01717-2100-20011

t BABOOOOOO-01717-2100-20016BABBA0000-01717-2100-22004BABBAOOOO-01717-2100-23000BABBAOOOO-01717-2100-23001BABBAOOOO-01717-2100-23002BABBDAOOO-01717-2100-23015BABBO0000-01717-2100-24000BABB00000-01717-2100-24002BABBOOO00-01717-2100-24003BABB00000-01717-2100-24004BABBA00O-01717-2100-24005BABBAOOOO-01717-2100-24006BABBAOOOO-01717-2100-24007BABBAOO0O-01717-2100-24008BABBOOOOO-01717-2100-24009BABBAOOOO-01717-2100-24014BABBAOOOO-01717-2100-25000

BABBAOOOO-01717-2100-25001

Vicinity & Location MapStandard Symbols & General NotesStandards Drawing IndexCivil AbbreviationsCivil General Notes, Legend, & SymbolsOverall Site PlanTypical Road SectionsDrawing IndexArchitectural Concrete Masonry Unit Standard DetailsStructural Standard Notes Details & AbbreviationsStructural Standard Details Sheet 1Structural Standard Details Sheet 2Structural Transformer Foundation DetailsElectrical Abbreviations and General NotesElectrical Lighting, Power & System SymbolsElectrical Lighting Fixture Schedule Sheet 1Electrical Lighting Fixture Schedule Sheet 2Electrical Standard Details Sheet 1Electrical Standard Details Sheet 2Electrical Standard Details Sheet 3Electrical Standard Details Sheet 4Electrical Standard Details Sheet 5Electrical Standard Details Sheet 6Fire Protection General Notes, Symbols, andAbbreviationsFire Protection Standard Details

07/07/94 01015 - 2

PRELIMINARY PREDECISIONAL DRAFT MATERIAL

BABOOOOOO-01717-6300-010I5 Rev. OC PRELIMINARY DRAFTI

2. Discipline Drawings

BABAOOOOO-01717-2100-20068BABA0000-01717-2100-20069BABAOOOOO-01717-2100-20070BABCCOOOO-01717-2100-20071BABCCOOOO-01717-2100-20072BABCCOOO0-01717-2100-20073BABCCOOOO-01717-2100-20074BABCCOOOO-01717-2100-20075BABCCOOOO-01717-2100-20076BABCCOOOO-01717-2100-20077BABAOOOOO-01717-2100-20078BABBDAOOO-01717-2100-23010BABBDA00O-01717-2100-23016BABBDFOOO-01717-2100-23017BABBDAOOO-01717-2100-23082

BABBDAOOO-01717-2100-24039BABBDA00-01717-2100-24041BABBDAOO0-01717-2100-24042BABBDOOOO-01717-2100-24050BABBDOOOO-01717-2100-24051BABBDOOOO-01717-2100-24052BABBDOOOO-01717-2100-24053BABBDA00-01717-2100-24060BABBDAOOO-01717-2100-24072BABBADOOO-01717-2100-24408BABBADOOO-01717-2100-24410BABBDFOOO-01717-2100-29020

BABBDF000-01717-2100-29021BABBDF000-01717-2100-29022BABBDFOOO-01717-2100-29023

BABBDFOOO-01717-2100-29024BABBDFOOO-01717-2100-29025BABBDF00O-01717-2100-29026BABBDFOOO-01717-2100-29027BABBDFOOO-01717-2100-29028BABBDFOOO-01717-2100-29029BABBDAOOO-01717-2100-29030BABBDAOOO-01717-2100-29031BABBDAOOO-01717-2100-29033BABBDAOOO-01717-2100-29035BABBDA00-01717-2100-29036BABBDF00O-0 1717-2100-29040

Muck Storage Access Road ProfileMuck Storage Access Road ProfileMuck Storage Access Road ProfileMuck Storage Area Site PlanMuck Storage Area Site Grading Plan and Access RoadMuck Storage Area Site Grading Plan and Access RoadMuck Storage Area Site Grading Plan and Access RoadMuck Storage Area Site Grading Plan and Access RoadMuck Storage Area Site Grading Plan and Access RoadMuck Storage Area Site Grading Plan and Access RoadMuck Storage Access RoadStructural - Generator Pad Foundation Plan & Sect'sStructural Site Lighting Foundation Plan & SectionStructural Compressed Air Pad Foundation Plan Sect'sStructural Diesel Fuel Storage Foundation Plan &Sect'sElectrical Site Grounding Plan Sheet 1Electrical Site Grounding Plan Sheet 2I-Electrical Site Grounding Plan Sheet 47Electrical Site Lighting Plan Sheet 1 'Electrical Site Lighting Plan Sheet 2Electrical Site Lighting Plan Sheet 3 -.Electrical Site Lighting Plan Sheet 4Electrical Incoming Power PlanElectrical Underground Distribution Plan Sheet 2Shop - Bldg 5006 Panelboard Schedules Sheet 2Shop - Bldg 5006 Lighting, Power & Receptacle PlansMechanical Compressed Air System EquipmentSchedulesMechanical Compressed Air System Pad Location PlanMechanical Compressed Air System Enlarged Pad PlanMechanical Compressed Air System Elevations Sect &DetailsMechanical Compressed Air System P&ID Sheet 1Mechanical Compressed Air System P&ID Sheet 2Mechanical Compressed Air System P&ID Sheet 3Mechanical Compressed Air System P&ID Sheet 4Mechanical Compressed Air System P&ID Sheet 5Mechanical Compressed Air System P&ID Sheet 6Mechanical Diesel Fuel System Equipment SchedulesMechanical Diesel Fuel System Pad Location PlanMechanical Diesel Fuel System SectionsMechanical Diesel Fuel System P&ID Sheet IMechanical Diesel Fuel System P&ID Sheet 2Mechanical CAS CNDS. Drain System EquipmentSchedule

07/07194 0101S- 3


BABOOOOOO-01717-6300-OIO1S Rev. OC PRELM ARY DRAFT

BABBDFOOO-01717-2100-29041BABBDFOOO-01717-2100-29042BABBDFOOO-01717-2100-29043BABBDFOOO-01717-2100-29044

YMP-025-1-7007-EL109

YMP-025-1-7007-EL112

YMP-025- 1 -7007-EL 127

YMP-025- 1 -7007-EL130

Mechanical CAS CNDS. Drain System P&ID Sheet IMechanical CAS CNDS. Drain System P&ID Sheet 2Mechanical CAS CNDS. Drain System P&ID Sheet 3Mechanical CAS CNDS. Drain System CondensateTank DetailsESF Package IA Electrical Switchgear Bldg 5010Embedded Conduit PlanESF Package IA Electrical Switchgear Bldg 5010One Line DiagramESF Package IA Electrical Ductbank Sections andDetailsESF Package IA Electrical Ductbank Sections - Sheet 3

3. Specifications

BABOOOOOO-01717-6300-01015BABOOOOOO-01717-6300-01300BABOOOOOO-01717-6300-01400BABOOOOOO-01717-6300-01500BABOOOOOO-01717-6300-01600BABO00000-01717-6300-02210BABOOOOOO-01717-6300-02211

BABOOOOOO-01717-6300-02220BABBOOOOO-01717-6300-02520

BABOOOOOO-01717-6300-02225BABO00000-01717-6300-03300BABOOOO0O-01717-6300-04230BABOOOOOO-01717-6300-05120BABBAOO0O-01717-6300- 15060BABBAOOOO-01717-6300-15140BABBD000-01717-6300-15175BABBAOOOO-01717-6300-15190BABBAOOOO-01717-6300-15260BABBAOOOO-01717-6300-15310BABBAOO0O-01717-6300-15335BABBDAOOO-01717-6300-15480BABBADOOO-017 17-6300-15482BABO00000-01717-6300-16050BABOOOOOO-01717-6300-161 10BABBDAO00-01717-6300-16112BABOOOOOO-01717-6300- 16122BABOOOO0O-01717-6300-16130BABOOOOO0-01717-6300-16131BABOOOOOO-01717-6300-16141BABOOOOO0-01717-6300-16152BABOOOOOO-01717-6300-16195

Summary of Work Package IDSubmittalsConstructor Quality Control/Quality AssuranceTemporary Surface Construction FacilitiesMaterial and EquipmentSite GradingSite Grading-Muck Storage Area and Conveyor AccessRoadExcavation, Trenching, and BackfillPortland Cement Concrete Sidewalks, Curbs, Gutters,and InletsWater Use for Construction and OperationsCast-in-Place Concrete-SurfaceReinforced Unit MasonryMetal FabricationsMechanical PipingSupports and AnchorsCondensate Receiving SystemMechanical IdentificationPiping InsulationFire Protection PipingDry Pipe Sprinkler SystemsCompressed Air SystemDiesel Fuel Oil SystemBasic Electrical Materials and MethodsConduitUnderground Ducts and Manholes600 V Power and Control CablePull and Junction BoxesOutlet BoxesWiring DevicesPackaged Mechanical EquipmentElectrical Identification

07/07/94 01015 .4


BAB00000041717-6300.0101S Rev. OC PRELIMNARY DRAFT

BABOOOOOO-01717-6300-16405 NEMA Frame Induction Motors (Small)BABOOOOOO-01717-6300-16450 Grounding

BABOOOOOO-01717-6300-16481 Low Voltage Motor StartersBABOOOOOO-01717-6300-16501 LampsBABOOOOOO-01717-6300-16502 Fixture AccessoriesBABBDAOOO-01717-6300-16512 High Intensity Discharge LightsBABOOOOOO-01717-6300-16671 Lighting Protection Systems

1.03 REFERENCES

A. CRWMS M&O Document:

BABOOOOOO-01717-6300-00002 ESF Basis for Design Document

B. Yucca Mountain Site Characterization Project (YMP) Document:

YMP 90-37 Safety and Health Plan

C. Uniform Building Code (UBC), 1991

1.04 SAFETY

The Constructor shall have a Project approved safety plan in conformance with YMP 90-37prior to commencement of work.

PART 2 PRODUCES

2.01 ENVIRONMENTAL CONDITIONS

A. All equipment shall be designed and constructed to operate successfully under the followingenvironmental conditions:

1. Location: Outdoor or indoor as indicated on the Drawings

2. Altitude: 3680 feet above mean sea level

3. Ambient Temperature Range: -14 degrees to 108 degrees F

4. Seismic analysis for all equipment, supporting structures, and appurtenances shall bedesigned in accordance with the latest edition of the UBC, Sesmic Zone 4.

07107194 01015 - 5

PRELMNARY PREDECISIONAL DRAFT MATERIAL

BABOOOOOO-01717-6300-01015 Rev. OC PRELIMINARY DRAFT

PART 3 EXECUTION

(NOT USED)

1-2

PART 4 SUBMITTALS AND NOTIFICATION

(NOT USED)

END OF SPECIFICATION SECTION

Ji

07107/94 01015- 6


CRWMS/M&OSpecification Cover Sheet


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Page:

1.2.6

l Of: 8'7. TITLE OF SPECIFICATION

<TE GRADING-MUCK STORAGE AREA AND CONVEYOR ACCESS ROAD

3. DOCUMENT IDENTIFIER OC o 4. REVISION NO.

BABOOOOOO-01717-6300-02211 REV 2I .,1 ,,9l'c z9R9/45. QA CLASSIFICATIONSQ

THIS SPECIFICATION INCLUDES QA CONTROLS X YES NO

6. Revision 7. Pages 8. Pages 9Number/Date Added Deleted 9. Description of Revision

OAOBoC.

06/29/9407/05/9407/07/t4

O0

000

Issue for Discipline ReviewIssue for Inter-Discipline RevievZuSJUF p0 t )OA Pvv

10. ORIGINATOR Date

,~~~~~~~~~~~~~~~~~ 771.04t11. C j IER n Date

12. LIDE . Date

13. VERIFIER - Date

14. DEPARTMENT MANAGER Date

I15. QUALITY ASSURANCE 1 Date

OAP-3-8 0061 gov. osflo g4)PRELIINARY PREDECISIONAL DRAFT MATERIAL


SECTION 02211

SITE GRADING-MUCK STORAGE AREA AND CONVEYOR ACCESS ROAD

PART I GENERAL

1.01 -SECTION INCLUDES

A. The work under this Specification Section includes furnishing all materials, tools, equipment,and labor to perform site grading as specified herein and indicated on the Drawings.

B. This work includes:

1. Clearing and grubbing, topsoil removal and stockpiling, and satisfactorily disposing ofvegetation and debris from the construction site.

2. Excavation of soil, rock, or combinations thereof to grade the construction site to thelines and grades indicated on the Drawings.

3. Construction of embankments and fills as indicated on the Drawings. Fills are to beconstructed from excavated materials or imported select materials, as indicated.Construction of the muck pile is not included in this Specification Section.

1.02 RELATED SECTIONS

A. Division 1 General Requirements

B. Section 02225 Water Use for Construction and Operations

1.03 REFERENCES

A. American Society for Testing and Materials (ASTM):

1. ASTM D422-63

2. ASTM Dl 140-92

3. ASTM D1556-90

4. ASTM D1557-91

5. ASTM D2922-91

Standard Test Method for Particle-Size Analysis of Soils

Standard Test Method for Amount of Material in Soils FinerThan the No. 200 (75-Micrometer) Sieve

Standard Test Method for Density and Unit Weight of Soil inPlace by the Sand-Cone Method

Test Method for Laboratory Compaction Characteristics ofSoil Using Modified Effort (56,000 ft-lbf/ft (2,700 kN-mlm))

Standard Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth)

07107194 02211 - 2

PRELIMINARY PREDECISIONAL DRAFT MATERLAL

BAB000000-01717-6W02211 Rev. OC PRELIMINARY DRAFT

6. ASTM D3017-88

7. ASTM D4318-84

Standard Test Method for Water Content of Soil and Rock inPlace by Nuclear Methods (Shallow Depth)

Standard Test Method for Liquid Limit, Plastic Limit, andPlasticity Index of Soils

B. Yucca Mountain Site Characterization Project (YMP) Document:

1. YMP/91-14

2. YMP/91-23

Reclamation Implementation Plan, Dated November 1992

Yucca Mountain Site Characterization Project Tracers, Fluids,and Materials Management Plan, Rev. 2, December 1993

1.04 QUALITY ASSURANCE

A. Quality assurance for Q Control items of this Specification Section shall be conducted inaccordance with Specification Section 01400.

B. This Specification Section includes provisions applicable to items and activities that are bothimportant to waste isolation and/or important to radiological safety and those that are notimportant to waste isolation or important to radiological safety. Those provisions applicableto items and activities important to waste isolation and/or important to radiological safety areidentified as Q Controls and are denoted in this Specification Section by underlined text. All

,/ other provisions that are non-Q are called Management Control.

PART 2 PRODUCTS

2.01 TOPSOIL

The upper organic layer of the existing native site soils as identified in the Site-SpecificReclamation Stipulations determined by the Project and Operations Control Division (POCD)in accordance with the Yucca Mountain Project Reclamation Guidelines shall be classified asTop-soil.

2.02 EXCAVATION

All soil, rock, and combinations thereof removed from the cuts indicated on the Drawingsshall be classified as excavation.

2.03 COMMON FILL

Embankment and fill constructed with the materials excavated from the cut areas shall beclassified as common fill. Common fill shall not contain individual pieces of rock larger than30 inches in the vertical dimension.

07/07/94 02211 - 3

PRELIMJNARY PREDECISIONAL DRAfT MATERIAL


2.04 SELECT FILL

Select fill shall be placed where indicated on the Drawings. Select fill shall have thefollowing physical properties:

GRAIN SIZE (When tested in accordance with ASTM D422 and DI 140)

U.S. Standard PercentSieve Size Passing

6 inch 1003 inch 90- 1001-1/2 inch 65 - 100No. 4 50 - 100No. 200 5 - 35

The plasticity index, when tested in accordance with ASTM D4318, shall not exceed 15.

2.05 BORROW

Borrow, as necessary to construct the fills to lines and grades indicated on the Drawings,shall meet the requirements for the fill it is to be used for.

PART 3 EXECUTION

3.01 GENERAL

A. 0 Controls shall apply:

1. The Constructor shall submit a Procedure that addresses the QA controls duringconstruction of the Muck Pile and operations on the Conveyor Access Road.

2. The following controls shall apply during construction, operations, and maintenance ofthe Muck Storage Area. Muck Pile, and Conveyor Access Road:

a. Ponding of water on the Conveyor Access Road and Muck Storage Area shall beminimized to the extent practical.

b. Periodic inspections of the conveyor access road and muck storage area (not lessthan monthly) will be made during construction or maintenance. These inspectionsare intended to ensure that drainage characteristics (as discussed above) have notbeen altered in a way that would create surface runoff impoundment areas whichwould result in ponding of water that would be pumnable with standard equipment.Any such areas shall be corrected/repaired upon discovery, subject to requirementsin Paragraphs 3.OlA2c and 3.01A2d.

07/07/94 02211 - 4

PREIMARY PREDECLSIONAL DRAFT MATERIAL

BABOOO001717-6300-02211 Rev. OC PRELIMINARY DRAFT

c. Construction trenching or other excavations which create surface impoundment areas(as described in Paragraph 3.IMA2b) are required to be inspected weekly foraccumulation of water. Pumpable water in these impoundment areas shall beremoved upon discovery. Ponded water as a result of non-routine water use (i.e.,spillage or fire mitigation) shall be removed as soon as practical in accordance withParagraphs 3.01 A2a, 3.01A2e. 3.IMA2f, 3.01A2U. and 3.01A2h.

d. Water which is trapped in liners, berms. or designated holding areas should beremoved in the normal course of maintenance activities and requires no specialremoval requirements.

e. Minimize, to the extent practical, water utilization (including construction waterstorage and disposal equipment leakage) while maintaining standard construction andengineering practices for surface construction activities at the Exploratory StudiesFacility (ESF). Application of such water shall not exceed 2 gal/yd2/day averagedover a 6-month period for 5 years (excluding water used to mix concrete orshotcrete), and shall not exceed 1.1 gallyd2/day averaged over 5 years or 0.55gallyd2/day (TBV-90%DR) averaged over 10 years or muck storage dust control onthe muck pile during its construction and operation.

f. All water utilized for construction, dust control, and other operations on the ESFshall be measured.

g. Weekly records shall be made and provided in accordance with the YMP/91-23 forESF surface construction and operational water use by specific activity (dustsuppression, compaction of engineered fill (including Pad extension), form watering,building operations, etc.) for specific structures, facilities or other site improvementsto be built and operated within the Conceptual Controlled Area Boundary.

h. Tracers shall not be added to construction water for surface use without anevaluation and A/E concurrence.

i. Hydrocarbon material, hydraulic fluid, coolant, acids, paints, powders (includingscattering), and solvent penetration into the soils or alluvium shall be minimized tothe extent practical: adherence to normal environmental action thresholds areconsidered adequate to control this activity.

j. Periodic inspections (not less than monthly) will be conducted on constructionequipment: hydrocarbon material, coolant, or acids leakage from any suchconstruction equipment (i.e., visible leakage or spills that would lead to action underParagra h 3.OlA2i shall be contained, mitigated, or repaired upon discovery.

k. A record shall be made and provided in accordance with the YMP/91-23 of alltracers, fluids and materials consumed during construction and operation on the ESFMuck Storage Area and Conveyor Access Road. including any unrecovered spillmaterial.

07/07/94 02211 - 5

PRELIMINARY PREDECISIONAL DRAnT MATERIAL

BABOOOOOO-01717-6300-02211 Rev. OC PRELIMINARY DRAFr

3.02 CLEARING AND GRUBBING

A. Clear and grub all areas to be disturbed by new earthwork.

B. Stockpile topsoil and the associated organic matter at the location indicated on the Drawingsfor future reuse. Clearing, grubbing, topsoil removal, and stockpiling shall be in accordancewith YMP/91-14.

3.03 EXCAVATION

Excavate areas to the lines and grades indicated on the Drawings.

3.04 COMMON FILL

A. Common fill shall be selectively placed in horizontal layers not exceeding 12 inches inthickness, except layers containing rock larger than 12 inches may be as thick as the verticalheight of the largest stone in the layer, plus 6 inches. Fill materials shall be placed at themoisture content necessary to obtain the indicated density, but not exceeding optimummoisture plus 2 percentage points and compacted to not less than 90 percent of the maximumdensity as determined by ASTM D557, except for the upper 5 feet which shall be compactedto 95 percent of maximum density as determined by ASTM D1557. Fill layers containingmore than 30 percent retained on the 3/4 inch sieve shall be considered too rocky to test fordensity. Those layers shall be compacted by a minimum of five complete passes with avibratory sheepsfoot roller weighing at least 10 tons, or non-vibrating sheepsfoot rollerweighing a minimum of 35 tons.

B. Fills constructed on slopes steeper than 20 percent slope shall be benched into the slope ateach lift.

C. Optimum moisture and maximum density shall be determined in accordance with ASTMD1557. In-place density shall be determined in accordance with ASTM D1556 or ASTMD2922 and ASTM D3017.

3.05 SELECT FILL

A. Construct areas using select fill, as specified in Article 2.04, where indicated on theDrawings. Select Fill shall be placed in lifts not exceeding 12 inches in depth at a moisturecontent not exceeding optimum moisture plus or minus 2 percentage points and compacted tonot less than 95 percent of maximum density as determined by ASTM D1557.

B. Optimum moisture and maximum density shall be determined in accordance with ASTMD1557. In-place density shall be determined in accordance with ASTM D1556 or ASTMD2922 and ASTM D3017.

C. Fill too rocky to test as defined in Paragraph 3.04A shall be compacted as defined inParagraph 3.04A.

07/07/94 02211 6



3.06 FIELD QUALITY CONTROL

A. Testing to verify compliance with these specifications shall be performed by the constructionContractor's selected testing laboratory as requested by their quality control organization .The results shall be provided to the Architect/Engineer (A/E). (WITNESS POINT)

B. Compliance tests shall be performed on constructed earthwork in place or on samplesremoved from the constructed work, as applicable.

C. Minimum number of tests to be performed shall be as follows:

1. Grain Size Analysis (ASTM D422 and Dl 140) and Plasticity Index (ASTM 4318), onetest each for select fill from each source of fill material.

2. Moisture Density Relations (ASTM D1557), one test for each soil type encountered, butnot less than one test for each 100,000 cubic yards of fill placed.

3. In-place Density Tests (ASTM D1556 or D2922 and D3017), one test per 1,000 squareyards of constructed lift one foot thick.

4. No density tests shall be required on fill too rocky to test as defined in Paragraph 3.04A.

(,,PART 4 SUBMITTALS AND NOTIFICATION

4.01 SUBMI[TTALS

Submittals shall be in accordance with Specification Section 01300 and the attached Submittaland Notification Requirements sheet.

4.02 NOTIFICATION

Should any change in this Specification Section be required to comply with theserequirements, the Constructor shall notify the A/E in writing for review.

07/07/94 02211 - 7

RELEMNARY PREDECISIONAL DRAFT MATERIAL


SUBMITTAL AND NOTIFICATION REQUIREMENTSONLY APPLICABLE ITEMS ARE TO BE COMPLETED

U U I � ,_SECTION NO.

02211STATUS TIMING NOTIFICATION

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END OF SPECIFICATION SECITION

07107/94 02211 - 8


CRWMS/M&O

LI



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I Of: 512. TITLE OF SPECIFICATION

ORTLAND CEMENT CONCRETE SIDEWALKS, CURBS, GUTTERS, AND INLETS


BABBOOOOO-01717-6300-02520 REV OD OD5. QA CLASSIFICATIONSNONE

THIS SPECIFICATION INCLUDES QA CONTROLS YES X NO

6. Revision 7. Pages 8. Pages S. Description of RevisionNumber/Date Added Deleted

OA 05/18/94 5 0 Issue for Discipline ReviewOB 05/23/94 0 0 Issue for Interdiscipline ReviewOC 06/06/94 0 0 Issue for Preliminary 90% ReviewOD 06/29/94 0 0 Issue for 90% Review

10. ORIGINATOR Date

1 1. *Ht; > ?Date 7/7/f

12. LDE Date

? ~~~~~~~~~~~~~~~~~~~~~~~~~~7/7/94 o

f 13. VERIFIER

VJDEPARTMENT MANAGER

Date

Date

I 15. QUALITY ASSURANCE IDate

AP-.3- 0061 Mav. 0311o094)

PRELIMINARY PREDECISIONAL DRAFT MATERUL

BABBOOOOO-01717-6300-02520 Rev. OD PRELIMINARY DRAFr

SECTION 02520

PORTLAND CEMENT CONCRETE SIDEWALKS, CURBS, GUTTERS, AND INLETS

PART I GENERAL


The work under this Specification Section includes furnishing all materials, tools, equipment,and labor necessary to construct Portland cement concrete sidewalks, curbs, gutters, and inlets.


A. Division I General Requirements

B. Section 03300 Cast-In-Place Concrete-Surface

1.03 REFERENCES

A. American Society for Testing and Materials (ASTM):

1. ASTM C309-93 Standard Specification for Liquid Membrane-FormingCompounds for Curing Concrete

2. ASTM D1557-91 Test Method for Laboratory Compaction Characteristics ofSoil Using Modified Effort (56,000 ft-lbf/ft (2,700 kN-m/m))

3. ASTM D1751-83 Standard Specification for Preformed Expansion Joint Fillerfor Concrete Paving and Structural Construction (Nonextrudingand Resilient Bituminous Types)


A. Quality assurance shall be conducted in accordance with Specification Section 01400.

B. Products covered by this Specification Section shall be considered not important to wasteisolation or radiological safety.

C. Acceptance of Product

Field Verification

1. Visual inspection of surface preparation. (HOLD POINT)

2. Visual and dimensional inspection of formwork. (HOLD POINT)

3. Visual and dimensional inspection of reinforcement. (HOLD POINT)

0629/94 02520 - 2


BABBOOOOO-01717-6300-02520 Rev. OD PRELIMINARY DRAFT

4. Placement of concrete. (WITNESS POINT)

5. Visual and dimensional inspection of slab construction and surface finishing. Verificationof curing, concrete protection during hot or cold weather, and visual inspection for damageafter removal of forms and protection. (WITNESS POINT)

PART 2 PRODUICTS

2.01 MATERIALS

A. Concrete shall comply with the requirements of Specification Section 03300.

B. Formwork shall comply with the requirements of Specification Section 03300.

C. Curing material shall be liquid membrane-forming compounds for curing concrete and shallconform to ASTM C309, Type 2, Class A.

PART 3 EXECUTION

3.01 SURFACE PREPARATION

-' Surfaces upon which concrete is to be placed shall be free from standing water, mud, debris,ice, or snow. The upper 6 inches of subgrade shall be compacted to at least 95 percent ofASTM D1557 maximum density and maintained at that density until concrete is placed.

3.02 FORMS

Forms for sidewalks, curbs, gutters, and inlets shall be set to the lines and grades indicated onthe Drawings. Finish of concrete surfaces shall be a light broom finish.

3.03 JOINTS

Transverse contraction joints shall be tool scribed in the plastic concrete at spacings equal tothe width of the sidewalk. Joints in the curb shall be aligned with every fourth joint in theadjacent sidewalk. Where there is no sidewalk adjacent to the curb, the curb joints shall bespaced at 10 feet maximum. Each curb joint shall be an expansion joint filled with fiber typejoint filler conforming to ASTM D175 1.


A. Inspection: Concrete shall not be placed without notification of, and review by, the Architect/Engineer (ANE). Notification shall be given not later than 24 hours prior to scheduledplacement. The A/E shall inspect formwork, subgrade, and reinforcing steel to ensurecompliance with the Drawings. (HOLD POINT)

06/29/94 02520 - 3


BABBOOOOO-01717-6300-02520 Rev. OD PRELIMINARY DRAFr

B. Sampling and Testing: Sampling and testing shall be performed in accordance withSpecification Section 03300. (WITNESS POINT)


4.01 SUBMITTALS

A. Submittals shall be in accordance with the attached Submittal and Notification Requirementssheet and Specification Section 01300.

B. Material submittals shall be in accordance with Specification Section 03300. No separatematerials submittals are required under this Specification Section.

4.02 NOTIFICATIONS

A. Should any change in the Specification Section be required to comply with these requirements,the Constructor shall notify the A/E in writing for review.

06/29194 02520 - 4


BABB00000-01717.6300-02S20 Rev. OD PRELIMINARY DRAFT

I SUBMITTAL AND NOTIFICATION REQUIREMENTSI ZNLV APPLICABLE ITEMS ARE TO BE COMMET

I SECTION NO.|1- 02S20

STATUS TIMING NOTIFICATION

i- - -- m - -mmI I mm- mu mim u m m

TrrLE: Fortland CementConcrete Sldewalks,Curbs, Gutters, and Inlets I

K"Wrumh; ?arqra I

z

I 8

IK2

EI

I I4

4S~I 48

GrWFom Reinforcement I I

Inspetlon 1.4C&2, 1M = X I I X _ 2

Concrete Vlacent MUC4 & 3B =X X 3

FMMlnspecton 1.64CS & 3 _B X X

_ _ _ _II I I_~~ I

- - - - - - - - - - - - - - - - - - . . .. . . . . . . . . . . . . . . . . - - - -

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III

I I I I I I I II I - I II I I

I II I I I I I I I

I II I I

I I I I MENNEN = I BENNO NORM" WOMEN WOMEN

COMMENTS:


06/29/94 02520 5PRELIMINARY PREDECISIONAL DRAFT MATERIAL

CRWMS/M&O

LY



WBS:

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1.2.6

I Of: 13| 2 TITLE OF SPECIFiCATION

'ECHANICAL PIPING


BABBA00OO01717-6300-15060 REV O1C 01C5. QA CLASSIFICATIONS

Q


6. Revision 7. Pages 8. PagesNumber/Date Added Deleted 9. Description of Revision

00 03/22/94 14 0OIA 05/20/94 0 2 Change QA Classification from 'QA-NONE' to Q'

Page 2 - Add Paragraphs 1.02E Section 151750 and 1.021 'Section 15482' andrenumber accordinglyPage 4 - Delete Paragraph 1.04D Water usage requirmentsPage 4 - Add Paragraph 1.04C to incorporate Q Control and control ofhydrocarbon requirements and renumber accordinglyPage 7 - Paragraph 2.05B add "Safety Tags"Page 7 - Add Article 2.06 'Strainers'Page 10 - Add Paragraph 3.04C System Operation inspection requirementsPage 11 - Add Paragraph 4.01B13 "Strainers-

rg 06/02/94 Page 2 - Revised Paragraph 1.01BPage 2 - Added Paragraph 1.01C3 and renumbered accordinglyPage 4 - Revised Paragraph 1.04APage 5 - Revised Paragraph 2.03APage 6 - Revised Paragraph 2.03HPage 7 - Revised Paragraph 2.04APage 7 - Revised Paragraph 2.04BPage 12 - Revised Submittal and Notification Requirements

O1C 06/30/94 Issued for P1kg ID 90% Design Review

Cl4A#4Cas b sAR5 JAJICA-eS t)5ESiA PAkCKG.E. lb2v1 EVIi 50cpr. SECTaIOW i ST00T- CI4BAAorE

.5,AP-5 Atf MoT, PAe7 OF tb SCOPC

10. ORIGINATOR Date

A. a~~~vD Ax r. wezz4 ? Z . 7.f411. CHECKER Date

12. LDE Date_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 1 4

I Y 3. VERIFIEW

DEPARTMENT MANAGERI Date

I.-Date

1 4.I 15. QUALITY ASSURANCE

GAP-34

Date

L

0061 may. 03I10I941


I BABBAOOOO-01717-6300-15060 Rev. OIC PRELIMINARY DRAFT

SECTION 15060

MECHANICAL PIPING

PART 1 GENERAL


A. The work under this Specification Section includes furnishing all materials, tools, equipment,and labor to procure, fabricate, and install Mechanical Piping as specified herein andindicated on the Drawings.

B. This Specification Section applies to the above-ground and buried piping systems servingcompressed air system (CAS) to support ESF construction (Specification Section 15480), and

I diesel fuel piping for packaged engine generator systems (Specification Sections 15482 and1 16622), and CAS condensate drain system (Specification Section 15175).

C. This work includes:

I 1. Compressed air system piping

2. Diesel fuel piping

1 3. CAS condensate drain system piping

1 4. Valves for compressed air system and diesel fuel service

5. Cleaning and testing of mechanical piping systems.



B. Section 02220 Excavation, Trenching, and Backfill

C. Section 02225 Water Use for Construction and Operations

D. Section 15140 Supports and Anchors

I E. Section 15175 Condensate Receiving System

I F. Section 15190 Mechanical Identification

I G. Section 15260 Piping Insulation

I H. Section 15480 Compressed Air System

1 06130194 15060-2


I BABBAOOC-01717-6300-15060 Rev. O1C PRELIMINARY DRAFT

1. Section 15482 Diesel Fuel Oil System

J. Section 16622 Packaged Engine Generator Systems

1.03 REFERENCES

A. American National Standards Institute (ANSI):

1. ANSI B16.9-93 Factory Made Wrought Steel Buttwelding Fittings

2. ANSI B 16.11-91 Forged Steel Fittings, Socket-Welding and Threaded

3. ANSI B16.34-88 Valves-Flanged, Threaded, and Welding End

4. ANSI B31.1-92 Power Piping

5. ANSI B31.3-90 Chemical Plant and Petroleum Refinery Piping

6. ANSI B40.1-91 Gauges-Pressure Indicating Dial Type-Elastic Element

B. American Society of Mechanical Engineers/American National Standards Institute(ASME/ANSI):

1. ASME/ANSI A13.1-85 Scheme for the Identification of Piping Systems

2. ASME/ANSI B 16.5A-92 Pipe Flanges and Flanged Fittings

3. ASME/ANSI B 1.20.1-83 Pipe Threads, General Purpose (Inch)

4. ASME SEC VIII DI-92 Boiler and Pressure Vessel Code (BPVC) SECTIONV FIJI

5. ASME SEC IX-92

C. American Petroleum Institute (A

Rules for Construction of Pressure Vessels DIVISION 1

Boiler and Pressure Vessel Code (BPVC) SECTION IXQualification Standard for Welding and Brazing Procedures,Welders, Brazers, and Welding and Brazing Operations

P0l):

API SID 600 91 Steel Gate Valves - Flanged and Buttwelding Ends, NinthEdition

D. American Society for Testing and Materials (ASTM):

1. ASTM A53-93 Standard Specification for Pipe, Steel, Black and Hot-Dipped,Zinc-Coated Welded and Seamless

2. ASTM A105/AIO5M-90 Standard Specification for Forgings Carbon Steel, for PipingComponents

1 06130/94 15060 - 3


I BABBAOOOO-01717-6300-15060 Rev. O1C PRELIMINARY DRAFT

3. ASTM A193/A193M-93 Standard Specification for Alloy Steel and Stainless SteelBolting Materials for High Temperature Service

4. ASTM A194/A194M-93 Standard Specification for Carbon and Alloy Steel Nuts andBolts for High-Pressure and High-Temperature Service

E. American Water Works Association (AWWA):

1. AWWA C207-86 Standard for Steel Pipe Flanges for Waterworks Service-Sizes4 in through 144 in

2. AWWA C209-90 Cold-Applied Tape Coatings for the Exterior of SpecialSections, Connections, and Fittings for Steel Water Pipelines

3. AWWA C214-91 Tape Coating Systems for the Exterior of Steel WaterPipelines

F. Manufacturers Standardization Society of the Valve and Fittings Industry, Inc. (MSS):

MSS SP-80-87 Bronze Gate, Globe, Angle and Check Valves

G. National Fire Protection Association (NFPA):

1. NFPA 30-93 Flammable and Combustible Liquids Code

2. NFPA 54-92 National Fuel Gas Code

H. Code of Federal Regulations (CFR):

1. 29 CFR 1910.147 The Control of Hazardous Energy (lockout/tagout)

2. 29 CFR 1910.169 Air Receivers

3. 29 CFR 1926.200 Accident Prevention Signs and Tags

I I Yucca Mountain Site Characterization Project (YMP) Document:

I YMP/91-23 Tracers, Fluids, and Materials Management Plan, Revision 2,I December 1993


I A. Quality Assurance shall be conducted in accordance with Specification Section 01400. ItemsI in this Specification Section that are quality controls are preceded by "Q Control" and areI underlined.

B. Products covered by this Specification Section shall be considered not important toradiological safety.

I 00/94 15060 . 4


I BABBAOOO-01717-6300-15060 Rev. O1C PRELIMINARY DRAFT

C. 0 Control: Products covered by this Specification Section shall be considered important to.<> i< n W andaste isolation to control and contain hydrocarbon material and shall be classified

I l leas Q.:

'I-' D. 0 Control: Tracers. Fluids, and Materials (TFM) used for construction and operations shallI be controlled and monitored by an approved TFM Plan in accordance with SpecificationI Section 01600.

E. Acceptance of Product

1. Receipt Verification: Dimensional/visual inspection of the Mechanical Pipingcomponents. (WITNESS POINT)

1 2. 0 Control: Field Verification: Dimensional/visual inspection of the installed MechanicalI Piping components. (WITNESS POINT) Daily periodic inspections shall be conductedI on the diesel fuel piping, cas piping, and cas condensate drain piping to mitigate theI effects of hydrocarbon leaks.

I F. Water usage shall be controlled in accordance with Specification Section 02225.

1.05 DELIVERY, STORAGE, AND HANDLING

Shall comply with Specification Section 01600.

PART 2 PRODUCTS

2.01 MATERIALS

A. General: All piping materials shall be new, unless otherwise noted on the Drawings.

2.02 COMPRESSED AIR AND DIESEL FUEL PIPING

A. Pipe: Schedule 40 black carbon steel conforming to ASTM A53, seamless or electricresistance welded. Refer to Paragraph 3.03B.

B. Fittings

1. Socket Welding: Class 2000 lb and 3000 lb black, forged carbon steel conforming toANSI B16.11.

2. Butt Welding: Class 150 lb and 300 lb black carbon steel conforming to ANSI B 16.9with backing rings conforming to ANSI B31.3, and compatible with materials beingwelded.

K..' C. Flanges

1. Class 150 carbon steel ASTM A105/AlOSM conforming to ASTM/ANSI B 16.5.

06/30/94 15060 - 5

PRELIMIARY PREDECISIONAL DRAFT MATERIAL

I BABBAOOOO.01717-6300415060 Rev. O1C PRELIMINARY DRAFT

2. Gaskets: 1/16 inch thick oil resistant synthetic rubber conforming to AWWA C207.

3. Bolting: Bolts shall conform to ASTM A193/193M grade B7 and nuts shall conform toASTM A194/194M, grade 7.

2.03 VALVES

A. General: Where applicable, rotary valves shall open with a counterclockwise motion ofhardware or stem. Direction of movement shall be clearly labeled on the valve handle.

B. Gate Valves - Compressed Air

1. 2 inch and smaller: Class 150 bronze body conforming to MSS SP-80, wedge disc,rising stem, inside screw, threaded ends conforming to ANSI B1.20.1. Installed pressuredrop limited to 2.5 psi or less.

2. 2 1/2 inch and larger Class 150 steel body, conforming to ANSI B16.34, solid wedgedisc, outside screw and yoke, flanged ends. Actual pressure drop limited to 2.5 psi orless.

C. Gate Valves - Diesel Fuel: Class 125 bronze body, conforming to MSS SP-80, wedge disc,non-rising stem, threaded ends conforming to ANSI B 1.20.1, or class 150 steel body,conforming to API STD 600, oil service.

D. Globe Valves - Compressed Air

1. 2 inch and smaller: Class 150 bronze body conforming to MSS SP-80, renewable seatsand discs, threaded ends conforming to ANSI B1.20.1 and ASTM A10S.

2. 2 1/2 inch and larger: Class 150 steel body, conforming to ANSI B 16.34, flanged ends.

E. Check Valves - Compressed Air

1. 2 inch and smaller: Class 150 bronze body conforming to MSS SP-80, perforated pistonwith closed downstream end in line with the pipe and held closed by a steel poppetreturn spring, threaded ends conforming to ANSI B1.20.1. Installed pressure droplimited to 2.5 psi or less.

2. 2 1/2 inch and larger. Class 150 steel body conforming to ANSI B16.34, flanged ends.Installed pressure drop limited to 2.5 psi or less.

F. Check Valves - Diesel Fuel: Class 150 bronze body conforming to MSS SP-80, Type 1,threaded ends.

G. Safety Relief Valves - ASME B&PVC SEC VIfI Di and ASME B&PVC SEC IX Codestamped safety valve, 125 psig, for unfired pressure vessels, bronze, with threaded or flangedconnections; factory set and sealed. Safety relief valves shall be clearly identified, viewableunder all expected viewing conditions, and accessible under all operating conditions.

I 06130/94 15060 * 6


I BABBA0000-01717-6300-15060 Rev. O1C PRELIMINARY DRAFT

H. Automatic Drain Valves - Compressed air pilot operated diaphragm valve for automatic drainof condensate in compressed air system.

1. The valve shall consist of a timer with rust resistant enclosure and built-in surgeprotection. The timer shall have a manual push-to-test button and LED indicators thatverify valve operation by signaling "power on" and "drain open." Timer shall have a 0.5to 45 minutes field adjustable dial. Electrical power supply shall be 120V/1/60.

2. The valve body shall be constructed of forged brass, with 1/4 inch NPT or 1/2 inch NPTconnections as indicated on the drawings. Orifice drain size shall be 7/16 inch. Thesolenoid drain valves shall be suitable for up to 175 psi working pressure and up to 180degrees F temperature.

2.04 GAUGES

A. Pressure Gauges

1. Compressed Air: 1/2 inch NPT process connection, ANSI B40.1 accuracy grade A; forair; steel or brass case; element 4130 alloy steel with forged alloy socket and tip; solidfront non-shattering glass; 4 1/2 inch diameter dial; white non-rusting dial and blackpointer, numerals, and graduation; 1.3 maximum true rating over pressure protection; anda dial range 0-250 psig. In tolerance, out-of-tolerance, and warning conditions shall beclearly identified on each gauge.

/

K...- B. Temperature Gauges

1. Compressed Air Temperature Gauges - Bi-metallic, sealed non-reset type; accuracywith ±1 percent of range; over range protection of minimum 10 percent maximum range;hermetically sealed steel or brass case; heavy duty every angle form; scale size aminimum 5 inches in diameter with white or frosted aluminum dial of the anti-parallaxtype and black pointer numerals and graduation; 1/2 inch threaded connection; 304stainless steel drilled bar stock thermowell with I inch process connection; thermowellstamped with U dimension; and dial range 0-200 degrees F. In tolerance, out-of-tolerance, and warning conditions shall be clearly identified on each gauge.

2.05 ACCESSORIES

A. Flexible Connections: Compressed air buttwelded annular corrugated hose, stainless steelwire braid reinforced, line sized with bronze male hex nipple and carbon steel weld neckflanged end connections, suitable for pressure indicated. Length should be as recommendedby Manufacturer, but no less than 18 inches.

B. Electric heat tracing shall be self-regulating heating cable, 16 AWG copper buss wire withflame retardant, water resistant, heat output in accordance with Drawing at 120 V, UL listed.Heat tracing controls shall be ambient sensing, corrosion resistant NEMA 4X rated,hermetically sealed switches, set point 0 to 225 degrees F, 120 V spdt.

I 0630/94 15060 - 7


I BABBAOOOO-01717-6300-15060 Rev. 01C PRELIMINARY DRAFT

I C. Safety Tags and Labels: Provide safety labels and tags as described in 29 CFR 1910.147, 29CFR 1926.200, and ASME A 131. I

1 2.06 STRAINERS

I A. Y strainers shall have a bronze body with 20 mesh stainless steel screen. Y strainers shall beI rated for 150 psig and shall have flanged connections.

I B. Duplex strainers shall have a carbon steel body with 20 mesh stainless steel basket screens.I Baskets seat shall be machined to assure a uniform fit and prevent the passage of solids.I Each duplex strainer shall be provided with quick opening handles for access and closure.I Each duplex strainer shall be rated for 150 psig and shall have flanged connections. EachI duplex strainer shall be provided with legs for bolting to the foundation.

PART 3 EXECUTION

3.01 GENERAL

A. All work shall be installed in accordance with ANSI B31.1 and NFPA 30 and 54.

B. The general arrangement of the piping shall be as indicated on the Drawings.

1. Departures due to actual field conditions or other causes shall be approved in writing bythe Architect/Engineer (A/E) prior to the alteration being performed.

2. The Constructor shall carefully examine the Drawings and shall be responsible for theproper installation of materials and equipment.

3. The Constructor shall make all connections to equipment having pipe connections andwhich are specified or shown on the Drawings.

4. Piping provided for future connections to equipment shall be terminated with removableplugs, blind flanges, or caps.

5. Safety labels and tags shall be installed according to ASME A13.1, 29 CFR 1926.200,and 29 CFR 1910.147.

6. Valves shall be installed with provisions for lockout/tagout as required by 29 CFR1910.147.

7. Install receiver piping and accessories in accordance with 29 CFR 1910.169.

I 8. All outdoor piping, fittings, and valves shall be heat traced and insulated as shown onI the drawings. Insulation shall be in accordance with Specification Section 15260.

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PRELIMINARY PREDECISIONAL DRAFI MATERIAL

I BABBAOOOO.01717-6300-15060 Rev. O1C PRELIMINARY DRAFT

3.02 PREPARATION

A. Piping shall be clean, free from scale, and thoroughly blown free of all foreign matter withcompressed air after assembly.

B. Valves and equipment shall be thoroughly cleaned.

C. Each item and length of pipe shall be cleaned before assembly.

D. Excavation, trenching, and backfill for the buried pipe shall be performed in accordance withSpecification Section 02220.

3.03 INSTALLATION

A. Pipe shall be cut and reamed accurately to measurements established at the site by theConstructor and shall be worked into place without springing or forcing. Allowance shall bemade for expansion and contraction without stressing pipe, joints, or connected equipment.

1. Piping shall be run parallel with the lines of the equipment and with other pipes unless.otherwise indicated on the Drawings.

2. A clearance of not less than one inch shall be kept between pipe and other work or thedifferent piping services.

3. Branch connections and changes in pipe size shall be made with fittings.

B. Piping 2 inches and smaller shall be threaded. Piping 2 1/2 inches and larger shall be buttwelded. Flanges may be used for valves and equipment installation. Piping joints shallconform to ANSI B31.3.

C. Welding

1. Welding of Piping: Welding of joints in piping, butt welds, fillet welds, bends, loops,offsets, and cleaning of pipe shall be in accordance with ANSI B3 1.1. All welds shallbe visually examined and meet acceptance standards indicated in Chapter VI of ANSIB3 1.1.

2. Quality of Welds: Quality of welds, correction of defects, stress relieving, andpreheating shall be in accordance with ANSI B31.1.

3. Arc Welding and Gas Welding: In accordance with ASME Section IX.

D. Unions and Flanges: Place unions and flanges where necessary to permit easy disconnectionof piping and apparatus. Each connection having a threaded end valve shall have a union.

E. Valves: Install valves in positions accessible for operation and repair.

I 06130/94 15060 - 9



F. Threaded Joints in Piping: Use a lubricant or polytetrafluoroethylene tape on male threads ofscrewed joints. Red or white lead and zinc compound may be used. Piping shall be freefrom fins and burrs. Ream or file out pipe ends to size of bore and remove chips. Attachscrewed flanges by screwing the pipe through the flange, and reface pipe and flangeaccurately.

G. Install globe valves for throttling or manual flow control.

H. All piping and valves shall be identified as to service and function per Specification Section15190.

I. For pipe hangers, supports, and sleeve requirements, refer to Specification Section 15140.

J. All buried piping, valves, and fittings shall be tape coated in accordance with AWWA C209and C214.


A. Examinations

1. Constructor shall perform visual examinations to detect surface and internaldiscontinuities in completed welds. When examination indicates defects in a weld joint,the weld shall be repaired by a qualified welder. Remove and replace defects asspecified in ANSI B31.1, unless otherwise specified. Repair defects discovered betweenweld passes before additional weld material is deposited.

2. Whenever a defect is removed, and repair by welding is not required, blend the affectedarea into the surrounding surface, eliminating sharp notches, crevices, or corners. Afterdefect removal is completed and before re-welding, examine the area by the samemethods which first revealed the defect to ensure that the defect has been eliminated.After welding, re-examine the repaired area by the same test methods originally used forthat area. Any indication of a defect shall be regarded as a defect unless re-examinationshows that no unacceptable defects are present. The use of any foreign material to mask,fill in, seal, or disguise welding defects shall not be permitted.

B. Testing

1. All labor, materials, and equipment used for tests shall be provided by the Constructor.

2. All tests shall be made in the presence of the A/E (WITNESS POINT).

3. Prior to application of test pressure, remove or valve off piping components which maybe damaged by test, and install a calibrated test gauge in the system. Maintain testpressure for at least one hour. In the event of leakage, locate and repair leak byrewelding, and repeat test. Materials and equipment shall be subject to inspection at theinstallation site by the A/E.

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PRELIMINARY PREDECISIONAL DRAFr MATERIAL

I BABBA0000-01717630015060 Rev. OIC PRELIMINARY DRAFT

4. Hydrostatic and Leak Tightness Tests (WITNESS POINT)

a. Performance of Hydrostatic Tests: Hydrostatical test piping systems in accordancewith ANSI B3 1.1. Vent or flush air from the piping system. Pressurize system with

K.> water at 1 1/2 times design working pressure or 100 psi, whichever is greater, thenreduce to design working pressure and check for leaks and weeps.

b. Compressed Air Leak Test: After satisfactory completion of hydrostatic pressuretest, blow systems dry with clean, oil-free compressed air, and test with clean, dryair at design working pressure. Brush joints with soapy water solution to check forleaks. Install a calibrated test pressure gauge in piping system to observe any loss inpressure. Maintain required test pressure for a sufficient length of time to enable aninspection of all joints and connections.

C. System Operations: 0 Control: Visual inspection of diesel fuel lines and compressed aircondensate lines shall be performed daily to prevent hydrocarbon leakage. Inspection shall bedocumented as required by the TFM Plan in accordance with Specification Section 01600.


4.01 SUBMrITALS


B. Manufacturer's data shall indicate overall dimensions, weights, metal gauges, materials,construction details, pressure ratings, certifications, and all other information necessary for theevaluation of the following materials and/or equipment.

1. Pipe

2. Fittings and unions

3. Flanges

4. Gate valves

5. Globe valves

6. Check valves

7. Tape coating

8. Safety relief valves

9. Pressure gauges

I 06/30/94 15060-11



10. Temperature gauges

11. Drain valves

12. Flexible connections

1 13. Strainers.

C. Field Test Data: Provide documentation of successful testing described in Paragraph 3.04B4.

4.02 NOTIFICATION

Should any change in the Specification Section be required to comply with theserequirements, the Constructor shall notify the A/E in writing for review.

1 O6U30/94 15060- 12


I BABBAOOOO-01717-6300-1S060 Rev. 01C PRELIMINARY DRAFT

ISUBMITTAL AND NOTIFICATION REQUIREMENTSL ;NLY APPLICABLE ITEMS ARE TO BE COMPLVTED

|SECTION NO. STATUS TIMING NOTIFICATION15060

TITLE: Mechanical Piping9

I~~~~~~~~~ CA-O4 MJ0 4

Receipt Verflmtion 1.E. X x 3

Fkid Virificadon IA 2 X X 3

Lek & Hydrwtdc Tat 3.4B2 & _4 3

at'a dil = X =3

Field Ted Dub 4SIC X X

-_- ==-==- _---- ==_ _ _ _ _

COMMENTS:

END OF SPECIEFICATION SECTION

1 06/30194 15060 - 13PRELIMARY PREDECISIONAL DRAFT MATERIAL

CRWMS/M&O |Specification Cover Sheet


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1NDENSATE RECEIVING SYSTEM

3. DOCUMENT IDENTIFIER 1-RVSO O

BABBDOOOO-01717-6300-15175 REV OC | OC5. GA CLASSIFICATIONSQ


6. Revision 7. Pages S. PagesNumber/Date Added Deleted 9. Description of Revision

OA 05/25/94 9 0 ISSUE FOR INTERDISCIPLINE REVIEW

OB 06/02/94 1 0 ISSUE FOR IN-PROCESS DESIGN REVIEW

OC 07/08/94 2 0 ISSUE FOR PACKAGE ID 90% DESIGN REVIEW

10. ORI R Date

11. CH Hk R Date

w S / m <~~~~~~~~~~~~~~~~~- 7,- £12. LDE , Date

- ( j L 4 JI • w f4 4 ) 7 . j4.4. VEPAR TMAI Date

LDate

[¶5. QUALITY ASSURANCE IDate

OAP-3-8 0061 Mmv. 03110194)

PRELDMNARY PREDECISIONAL DRAFT MATERIAL

BABBDOOOO.01717-6300-15175 Rev. OC PRELMINARY DRAFT

SECTION 15175

CONDENSATE RECEIVING SYSTEM

PART I GENERAL


A. The work under this Specification Section includes furnishing all materials, tools, equipment,and labor necessary to install the condensate receiving system as specified herein andindicated on the Drawings.


1. Condensate receiving tank

2. Condensate transfer pumps (TBD)

3. Electric heat tracking

4. Controls and instrumentation

5. Insulation

6. Related auxiliary equipment.



B. Section 15060 Mechanical Piping

C. Section 15190 Mechanical Identification

D. Section 15260 Piping Insulation

E. Section 15480 Compressed Air System

F. Section 16152 Packaged Mechanical Equipment

G. Section 16405 NEMA Frame Induction Motors (Small)

H. Section 16481 Low Voltage Motor Starters

07/08/94 15175- 2


BABBDOOOO-01717.6300-15175 Rev. OC PRELIMINARY DRAFT

1.03 REFERENCES

A. Code of Federal Regulations (CFR):

KJ 1. 29 CFR 1910 Occupational Safety and Health Standards (OSHA), July1993

2. 29 CFR 1926 Safety and Health Regulations for Construction, July 1993

B. National Electrical Manufacturers Association (NEMA):

NEMA 250-9 Enclosures for Electrical Equipment (1000 Volts Maximum)

C. National Fire Protection Association (NFPA):


2. NFPA 70-93 National Electrical Code

D. Underwriters Laboratory, Inc. (UL):

1. UL 142-93 Standard for Safety Steel Aboveeround Tanks for FlammablebIand Combustible Liquids

2. UL 508-93 Standard for Safety Industrial Control Equipment

3. UL 1059-93 Standard for Safety Terminal Blocks

4. UL 1993 Electrical Construction Materials Directory

E. Uniform Building Code (UBC):

UBC-91 Uniform Building Code

F. Uniform Fire Code (UFC):

UFC-91 Uniform Fire Code

)4 QUALITY ASSURANCE

A. Quality assurance shall be conducted in accordance with Specification Section 01400. Itemsin this Specification Section that require quality controls are preceded by "Q Control" and areunderlined.


1.(

07108/94 15175 . 3

PRELIMNARY PREDECISIONAL DRAFT MATERIAL

BABBDOOOO-01717-6300-15175 Rev. OC PRELIMINARY DRAFT

C. 0 Control: Products covered by this Specification Section shall be considered important to6&4k festing an waste isolation to control and contain hydrocarbon material and shall be classified V

D. 0 Control: Tracers, fluids, and materials (TFM) used for construction and operations shall becontrolled and monitored by an approved TFM plan in accordance with Specification Section01600.


1. Receipt Verification: Dimensional/visual inspection of the piping equipmentcomponents. (WITNESS POINT)

2. 0 Control: Field Verification: Dimensional/visual inspection and operational testing ofthe installed mechanical equipment components. (WITNESS POINT)

F. Daily inspections shall be conducted on the condensate receiving system to mitigate theeffects of hydrocarbon leaks.



1.06 PROJECT/SITE CONDITIONS

A. The components furnished under this Specification Section shall operate under the followingambient conditions:

1. Location: Approximately 100 miles northwest of Las Vegas, Nevada

2. Temperature Range: -14 to 108 degrees F

3. Elevation: Approximately 3680 feet above sea level

4. Relative Humidity: 13 to 71 percent.

B. All equipment furnished under this Specification Section shall be located outdoors.

PART 2 PRODUCTS

2.01 GENERAL

A. All electrical equipment shall be UL listed and shall bear the UL label.

B. Electrical components, controls, construction, and design shall be in accordance withSpecification Sections 16152, 16405, and 16481.

07108/94 15175 - 4


BABBDOOOO-01717-6300-1517S Rev. OC PRELIMINARY DRAFT

C. All components of the system shall be restrained to meet UBC Zone 4 seismic requirements.In addition, all components shall be restrained to resist a wind load of 80 miles per hourbasic wind speed, exposure "C" in accordance with the UBC.

D. All components of the system shall be suitable for outdoor installation and in accordance withUFC Article 79.

2.02 CONDENSATE RECEIVING TANK

A. One horizontal 1,500 gallon carbon steel tank for aboveground installation shall be furnishedas shown on the Drawings and Figure 1. The tank shall be of secondary containmentconstruction (Type II), or equivalent, and fabricated in accordance with UL 142 and NFPA 30requirements. Tank shall be self-contained.

B. The following connections for the tank shall be provided:

1. Two (2) inch diameter by 8 foot long vent stack

2. Four (4) inch brass and iron lockable fill cap with overspill protection

3. Six (6) inch emergency vent

4. Two (2) inch liquid level gauge

5. Secondary monitoring port

6. Inlet port

7. Pump suction lines with internal vertical pipes to within 4 inches of bottom

8. Secondary inlet port

9. Earthquake tiedowns

10. Electronic leak detection.

C. Electric heat tracing shall be self-regulating heating cable, 16 AWG copper buss wire withflame retardant, water resistant, heat output in accordance with Drawing at 120 V, UL listed.Heat tracing controls shall be ambient sensing, corrosion resistant NEMA 4X rated,hermetically sealed switches, set point 0 to 225 degrees F, 120 V spdt.

D. Tank insulation shall be 2 inch fiberglass with a minimum insulation density of 1.5 poundsper cubic foot and an installed "R" of not less than 6.5. Insulation material shall be asbestosfree and UL listed. Insulation shall be sealed and waterproofed with an approved non water-vapor retarder. The outer cover shall be a 0.016 inch thick embossed aluminum jacket witha laminated moisture retarder.

07/08/94 15175 - 5


BABBD000-01717-6300-10175 Rev. OC PRELIMINARY DRAFT

2.03 CONDENSATE TRANSFER PUMPS (TBD-XXX)

A. Pumps shall deliver 60 gpm at 25 psi discharge pressure of oily waste/condensate tosubsurface waste water pond. Fluid temperature shall be 40 degrees F (minimum) and 108degrees F (maximum).

B. Pumps shall be centrifugal type and capable of intermittent operations without producingnoise in excess of 29 CFR 1910 guidelines.

C. Pumps shall be mounted as shown on the Drawings. Pumps shall be bronze fitted endsuction centrifugal pumps with 210 degrees F mechanical seals close-coupled to 460 V/3phase/60 Hz 1750 rpm totally enclosed electric motors.

D. Each pump shall be designed and built for a 15 year minimum life.

2.04 PIPING, FITTIINGS, STRAINERS, AND VALVES

A. Pip, fittings, strainers, and valves shall be in accordance with Specification Section 15060.

B. All piping, fittings, strainers, and valves shall be insulated as shown on the Drawings.Insulation shall be in accordance with Specification Section 15260.

2.05 INSTRUMENTATION

A. All instrumentation shall be provided as shown on Drawing BABBDFOOO-01717-2100-29041. J

B. The central controller for the compressed air system and condensate drain system will beprovided by the Constructor.

C. Provide the necessary transmitters and instrument wiring panel for connecting the field signalsand controls to the controller. Power to field transmitters will be provided at the condensatedrain system controller.

D. Provide the following instruments as indicated on the Drawing:

1. Relief valves in accordance with Specification Section 15060.

2. Motor starters and local/remote controls for each pump in accordance with SpecificationSection 16481.

3. Local instruments and transmitters. (TBD-135)

4. Instrument wiring panel with barrier strips. Provide enclosures in accordance withNEMA 250 and terminal strips in accordance with UL 1059.

5. Level instruments for the main fuel storage tank instruments shall be 20 percent level, 40percent level, 80 percent level, and 90 percent level. Level shall be set by tank volume.(TBD-135)

07/08/94 15175 - 6

PRELIMINARY PREDECISIONAL DRAIFT MATERIAL

BABBDOOOO-01717-630M-15175 Rev. OC PRELIMINARY DRAFT

6. Electronic leak detection and monitoring system to detect fuel leak in the interstitial typeof a Type II tank or equal tank design. (TBD-135)

'.06 IDENTIFICATION, MARKING, AND TRACEABILITY

In addition to the manufacturer's identification nameplate, each component shall be providedwith corrosion resistant metal tag identification in accordance with Specification Section15190.

PART 3 EXECUTION

3.01 PREPARATION

A. Confirm location and size of equipment before rough-in and installation.

B. Coordinate with mechanical and electrical constructors to achieve an operating system.

3.02 INSTALLATION

A. Install condensate receiving tanks, vents, and other connections in accordance with NFPA 30recommendations and published instructions of manufacturer, and as indicated on theDrawings.

i' B. Install condensate receiving tanks on a firm, reinforced concrete foundation as shown on theDrawings.

3.03 TESTING

A. All performance tests as required by UL 142 shall be performed on the tank before deliveryto the Nevada Test Site. Performance tests shall include the following:

1. Tank leakage test

2. Hydrostatic strength test

3. Top load test

4. Buoyancy test

5. Hydrostatic load test.

07/08194 15175 - 7



PART 4 SUBMIlTALS AND NOTIFICATION

4.01 SUBMITTALS

A. Submittals shall be in accordance with Specification Section 01300 and the attached SubmittalP'and Notification Requirements sheet.

B. Drawing Requirements: As-built drawings shall be provided for the equipment as specifiedand ordered. These drawings shall include, but are not limited to, the following:

1. Outline and Arrangement Drawings: These drawings shall be completely dimensionedand show the following:

a. Equipment arrangement

b. Dimensional plans and elevations, front view, and other pertinent elevation views

c. Component locations and miscellaneous mechanical details

d. All required utility connections for the Constructor and A/E interface

e. Constructor and A/E wiring (both power and control alarm) terminal block locations,arrangement, and grounding connections

f. Required clearances, tolerances, and mounting methods, including anchor bolt holesizes and locations and minimum bolt sizes

g. Equipment weights.

2. Elementary Wiring Diagrams: Complete as-built elementary (schematic) wiring diagramsshowing all control devices and device contacts. All devices and contacts shall belabeled with their proper device function number.

3. Connection Diagrams

a. As-built interconnecting wiring diagrams with clear identification of terminals andterminal blocks, including Constructor and A/E connection points, and anyConstructor and Supplier interconnections between panels, cabinets, or components.

b. Connection diagrams shall indicate all terminals and terminal blocks and show theapproximate physical location in the assembly.

4. Instrument/Control Documents

a. Logic diagrams

b. Instrument data sheets

07/08/94 15175 - 8


BABBDOOO-01717-6300-15175 Rev. OC PRELIMINARY DRAFT

c. Instrument list

d. Instrument mounting details.

5. Test Reports: Certified test reports containing the results of all tests on each unit shallbe provided to the Constructor for AXE review.

6. Catalog Information: The Supplier shall provide catalog information for the equipmentbeing supplied. This information will include all components for all original equipmentmanufacturer equipment being supplied. The actual manufacturer's catalog numbersshall be provided if they differ from the Supplier's part numbers.

7. Recommended Spare Parts List

a. The Supplier shall submit a complete recommended spare parts list for theequipment. The Supplier shall make a notation of quantities of these itemsrecommended or required by the Constructor for continuous operation during onenormal overhaul cycle. This recommended spare parts list shall be reviewed by theA/E and shall include items requiring replacement under the following conditions(which condition to be noted):

1) Wear, corrosion, or erosion during normal operation

2) Failures which cause a shutdown of equipment

3) Damage or breakage during routine maintenance or inspections of equipment

4) Long lead time or operational insurance items

5) Time-compliance limits on time-in-service due to age-related deterioration.

NOTE: Shelf life shall also be stipulated for spare parts subject to age-relateddeterioration.

b. The parts list shall include cross-sectional or assembly-type drawings, part numbers,materials, and estimated delivery lead times. Part numbers shall identify each partfor interchangeability purposes. The parts list and recommended spare parts listnotations shall be provided to the Constructor promptly upon the Supplier's receiptof Drawings. The parts list shall contain prices for all recommended spare parts listcomponents.

8. Operating and Maintenance Instructions: Thirteen copies of complete field test,maintenance, and service manual with manufacturer's data sheets for all componentsshall be supplied with the equipment and one copy of the complete set shall be submitted30 days prior to shipment in accordance with Specification Section 01300.

07108194 15175 - 9


BABBDOOOO-01717-6300-15175 Rev. OC PRELIMINARY DRAFr

4.02 NOTIFICATION


07/08194 15175 *10


BABBDO000-01717.0-1S175 Rev. OC PRELIMINARY DRAFT

13' -O"

PL AN

ELEVATIONIIi

�-, I'1,500 GAL. CONDENSATE RECEIVING TANK;(ACTUAL CAPACITY) I

FIGURE 1 SHEET 1 of 2 ii (SEE SHEET 2 FOR NOZZLE SCHEDULE)

07/0&194 15175 -11

PRELIMiNARY PREDECISIONAL DRAFT MATERIAL

BABBDOOOO-01717-6300-13173 Rev. OC PRELIMINARY DRAFr

NOZZLE SCHEDULENOZZLE NO. SIZE DESCRIPTION

1 t1,2f DIA LEAK DETECTION

2 41 DIA SUCTION IFUTURE)

3 1"2 DIA NORMAL VENT

4 S' DIA EW(RGENCY VENT

5 2' DIA LEVEL DETECTION

6 18 DIA MANHOLE ACCESS

7 2' DIA AUXILIARY

a SS DIA INTERSTITIAL EMERGENCY VENT

9 11i* DIA INTERSTITIAL VENT

10 4 DIA VACUUM

11 3' DIA MAIN DRAIN

12 2' DIA INTERSTITIAL DRAIN

j i

>2--FIGURE

(SEE SHEET 1 FOR

1 SHEET 2 of 2TANK PLAN & ELEVATION)

07/08/94 15175- 12

PRELIMIARY PREDECISIONAL DRAFT MATERAL


SUBMITTAL AND NOTIFICATION REQUIREMENTSi ONLY APlCALE ITEMS ARE TO BE COMPLETED

U U U

K SECTION NO.15175

STATUS TIMING NOTIFICATION

- I- u - - u I - S - I - s - m n * i . U I * I - m n

TMILE: CondensateReceiving System

itqiremenu Pwbeplll

z IK8

I0" K

2E

I -a42 I aEt

P-

Recelpt Verlficatlon 104Fl X X 3

Field Verifcadon 1.4172 X X 3

Nifrs Data 461314 X 30

Reports 4.6135 X X

CatalogIfo 4.61B6 X __

SParas st 4.61B7 K X 30

O&M Manuals 4t138 X 30

- _ _-__ _ -r----=- __ =_ _-

COMMENTS:


07108194 15175 - 13


CRWMS/M&O

Li


Complete only applicable Items.

WBS:

(i) QA: QA

Page:

1.2.6

1 Of: 7I- I

2. TITLE OF SPECIFICATIONI "RY PIPE SPRINKLER SYSTEMS


BABBA0001717-6300-15335 REV. OC 0C5. CA CLASSIFICATIONSNONE

THIS SPECIFICATION INCLUDES QA CONTROL YES X NO

6. Revision 7. Pages 8. Pages 1Number/Date I Added Deleted 9. Description of Revision

OAOBOC

05/25/9406/03/9406/30/94

70

00

ISSUE FOR INTERDISCIPLINE REVIEWISSUE FOR IN-PROCESS DESIGN REVIEWISSUE FOR PACKAGE ID 90% DESIGN REVIEW

10. ORIGINATO ,?Date

. ( / w f or c ;E7 ( h / - / L r l ' 411. CHECKER * Date

12.X? I E Dat 7 - f12. LDE i Date

l9,3. VERIFIER '

DEPARTMENT MANAGER

6dDate

Date

115. QUALITY ASSURANCE Date

oAP 4. 0081 (Rev. 02110194)


BABBAOOOO014717-6300-15335 Rev. OC PRELIUMINARY DRAFT

SECTION 15335

DRY PIPE SPRINKLER SYSTEMS

PART 1 GENERAL-


A. The work under this Specification Section includes furnishing all materials, tools, equipment,and labor to design, fabricate, install, and test dry pipe sprinkler systems as specified hereinand indicated on the Drawings.


1. Sprinklers

2. Alarm valve

3. Air compressor

4. Valve trim package

5. Hydraulic calculations.



B. Section 15190 Mechanical Identification

C. Section 15310 Fire Protection Piping

D. Section 16721 Fire Alarm and Smoke Detector Systems

1.03 REFERENCES

A. Factory Mutual Engineering and Research Corporation (FM):

FM Approval Guide-93 A Guide to Equipment, Materials and Services Approved byFactory Mutual Research for Property Conservation

B. National Fire Protection Association (NFPA):

NFPA 13-91 Standard for the Installation of Sprinkler Systems

06130/94 15335 - 2


BABBAOOOO-01717-6300-1533S Rev. OC PRELIMINARY DRAFT

C. Underwriters Laboratories, Inc. (UL):

UL-1993 Fire Protection Equipment Directory

Kg-' D. U.S. Department of Energy (DOE) Orders:

1. DOE 5480.7A Fire Protection, dated 02/17/93

2. DOE 6430.1A General Design Criteria, dated 04/06/89


A. Quality assurance shall be conducted in accordance with Specification Section 01400.

B. The materials and activities described for this Specification Section are not important toradiological safety or waste isolation.

C. The fire sprinkler Constructor must possess an active State of Nevada C41A license for theinstallation and design of fire protection systems.

D. Acceptance of Product

1. Receipt Verification: Dimensional/visual inspection of the dry pipe sprinkler systemcomponents. (WITNESS POINT)

2. Field Verification: Dimensional/visual inspection of the installed dry pipe sprinklersystem components. (WITNESS POINT)

1.05 AUTHORITY HAVING JURISDICTION

The "Authority Having Jurisdiction" (AHJ) referred to in DOE Order 5480.7A shall be theU.S. Department of Energy (DOE) Assistant Manager of Environment, Safety, and Health forthe Yucca Mountain Site Characterization Office. The AHJ is the decision-making authorityin all fire protection matters.

PART 2 PRODUCTS

2.01 GENERAL

A. Only UL listed or FM approved equipment shall be approved for fire protection use asrequired by DOE Order 6430.1A.

B. Materials and equipment shall be new and current products of the respective manufacturers.

wy C. When two or more pieces of equipment that perform the same function are required, theyshall be exact duplicates produced by one manufacturer.

06130194 15335 - 3

PRELiMNARY PREDECISIONAL DRAFT MATERIAL

BABBAOOOO-01717-6300-15335 Rev. OC PRELIMINARY DRAFT~

D. The sprinkler system shall be an automatic dry pipe sprinkler system designed and installed inaccordance with the Drawing, this Specification Section, and NFPA 13 requirements. Q

E. Portable fire extinguishers are located on the architectural floor plans and are not the sprinklerConstructor's scope of work unless noted otherwise.

F. Fire alarm and detection appliances are located on the electrical plan drawings and are not inthe sprinkler Constructor's scope of work unless noted otherwise. The sprinkler Constructorshall coordinate all alarm circuit connections at the local fire alarm panel with the fire alarmConstructor.

G. Underground firewater piping is not in the sprinkler Constructor's scope of work unlessotherwise noted (refer to plumbing drawings). The sprinkler Constructor's scope of workbegins at the blind flange above the finished floor where the sprinkler riser is to be installed.

H. The sprinkler Constructor shall hydraulically design the sprinkler system using a Hasscomputer software program or Crowley's Hypercalc. Calculations shall be submitted to theArchitect/Engineer (AIE) for review prior to fabrication.

I. The fire sprinkler Constructor shall perform a flow test to ensure adequate water supply priorto the design of the fire sprinkler system. To minimize the discharge of water on the pad, aflow test procedure shall be submitted for A/E review prior to testing.

J. The fire sprinkler Constructor shall be responsible for coordinating with the A/E authorizedrepresentative for the schedule and sequencing of installation.

K. In the event of discrepancy, the sprinkler Constructor shall not proceed with the installation inareas of discrepancy until all such discrepancies have been fully resolved.

L. The fire sprinkler Constructor shall maintain the areas of work in a clean and safe condition.When all tests have been completed and the installations approved, all tools, equipment,excess material, and rubbish resulting from the work shall be removed from the site by theConstructor.

2.02 SPRINKLERS

A. Automatic fire sprinklers in exposed areas shall be ordinary finish natural bronze, uprighttype, with 175 to 225 degrees F rating.

B. Sprinklers installed within 7 feet of the floor or otherwise subjected to mechanical injury shallbe equipped with head guards.

C. Provide sprinkler cabinet with spare sprinkler heads of types and ratings installed, sprinklerwrench, and pair of tongs for each system installed.

D. Stock quantities of sprinkler heads in cabinet shall be as required by NFPA 13.

06/30/94 15335 - 4


BABBAOOOO-01717-6300-IS335 Rev. OC PRELIMINARY DRAFT

2.03 DRY PIPE SPRINKLER ALARM VALVES

A. Includes complete assembly with bypasses, pressure gauges, and required trim package.

B. Terminate drain from sprinkler risers at approved points in accordance with SpecificationSection 15310.

C. Provide pressure type water flow switch with adjustable pneumatic retard for electricalconnection to fire alarm system in accordance with Specification Section 16721.

2.04 AIR COMPRESSOR

A. Air compressor sizing should be based on establishing total required air pressure within 30minutes. Voltage available shall be 115 volt, 60 Hz, I ph.

B. Air compressor shall be electric motor driven, air cooled, single stage, oil-less compressor. Itshall be equipped with a check valve, centrifugal pressure and moisture unloader, andpressure switch. Provide air pressure switch to alarm low air pressure.

C. Air compressor manufacturer's data shall be submitted to the A/E for review.

PART 3 EXECUTION

Y 3.01 INSPECTION, TEST, AND ACCEPTANCE

After each sprinkler system has been fully installed, all components shall be hydrostaticallytested, flushed, disinfected, cleaned, and painted in accordance with Specification Section15310. (WITNESS PONT)

3.02 OPERATING INSTRUCTIONS AND SPARE SPRINKLERS

A. Fourteen sets of operating instructions shall be provided for the sprinkler system inaccordance with submittal requirements of Specification Section 01300.

B. Stock of spare sprinklers, with accessories in cabinet, shall be installed adjacent to the riser.


4.01 SUBMITTALS


t B. Hydraulic calculations including computer input, output, and configuration sketches asneeded.

06/30/94 15335 - 5


BABBAOOOO-01717-6300.15335 Rev. OC PRELIMINARY DRAFT

C. Manufacturer's data shall indicate overall dimensions, weights, metal gauges, materials,construction details, pressure ratings, and all other information necessary for the evaluation of ,,)the following materials and/or equipment:

1. Sprinklers

2. Alarm valve and valve trim package

3. Air compressor.

D. Shop Drawings: Submit shop drawings and calculations for approval before starting anywork.

E. As-built Drawings: Submit "as-built" shop drawings upon completion of all work.

F. Operation and Maintenance Instructions

1. One set of instructions in 8-1/2 inch x 11-inch transparent frame, mounted on the wall bymain riser.

2. One set of instructions shall be provided to the A/E.

3. Provide one copy of NFPA No. 13A (Testing and Maintenance of Sprinkler Systems).

4.02 NOTIFICATION


06130/94 15335 - 6

PRELIMINARY PREDECISIONAL DRAFr MATERIAL

BABBAOOOO-01717-6300-15335 Rev. OC PRELIMINARY DRAFT

I SUBMIITAL AND NOTIFICATION REQUIREMENTSk jLY APPLICASLE ITS ARE T0 BE COMPLETED

} SECI1ON NO. STATUS TIMING NOTIFICATION15335

er.ton 11 4- - ----=--- X --

Spriker yst emcio s A&4.1

Hydraulk Calcula~ton LGtH & X X

4.8111~~~~~~~~~~~~~~~~

roduct Deta "4I1C X 30

DOrwin. 4.81D&E t X = = = _

MlIFs Data 4.01C X 30

i vTest Prcedure 2611 X

_ __ =- _=-= _ - __ - _ - _ __

COMMENTS:


06130/94 15335 - 7


CRWMS/M&OSpecification Cover Sheet


IWBS:

( QA: QA

Page:

1.2.6

I Of: 13

2. TITLE OF SPECIFICATION'ESEL FUEL OIL SYSTEM


BABBDAOO0-01717-6300-15482 REV OC OC5. QA CLASSIFICATIONSQ

THIS SPECIFICATION INCLUDES QA CONTROL X YES NO

6. Revision 7. Pages 8. Pages 9. Description of RevisionNumber/Date Added IDeleted .

OAOBOC

05125/9406/02/9407/08/94

1003

000

ISSUE FOR INTERDISCIPLINE REVIEWISSUE FOR IN-PROCESS DESIGN REVIEWISSUE FOR PACKAGE ID 90% DESIGN REVIEW

10. ORIGINAT Date

11. CHECKE - Date

12. IDE7 D ate a12. LDES ,- Date

y'z14j a/ e!:: -111-4-1 - I. 94i

DEPARTMENT MANAGER/1

Date

I.Date

1IS. QUALITY ASSURANCE Date

OAP348 0061 lRov. 03110/9M


BABBDAOOO-01717.6300.15482 Rev. OC PRELIMINARY DRAFT

SECTION 15482

DIESEL FUEL OIL SYSTEM

PART 1 GENERAL


A. The work under this Specification Section includes furnishing all materials, tools, equipment,and labor necessary to install the diesel fuel oil system as specified herein and indicated onthe Drawings.


1. Main fuel oil storage tank

2. Fuel oil pumps

3. Controls and instrumentation

4. Platform, stairs, and handrails

5. Insulation

6. Electric heat tracing.

C. Products installed but not furnished under this Specification Section are piping, fittings,strainers, and valves.



B. Section 15060 Mechanical Piping

C. Section 15190 Mechanical Identification

D. Section 15260 Piping Insulation

E. Section 16152 Packaged Mechanical Equipment

F. Section 16405 NEMA Frame Induction Motors (Small)

G. Section 16481 Low Voltage Motor Starters

H. Section 16622 Packaged Engine Generator Systems

07108/94 15482 - 2


BABBDAOOO-01717-6300-15482 Rev. OC PRELIMINARY DRAFT

1.03 REFERENCES

A. Code of Federal Regulations (CFR):

1. 29 CFR 1910 Occupational Safety and Health Standards (OSHA), July1993

2. 29 CFR 1926 Safety and Health Regulations for Construction, July 1993

B. National Electrical Manufacturers Association (NEMA):

NEMA 250-91 Enclosures for Electrical Equipment (1000 V Maximum)

C. National Fire Protection Association (NFPA):


2. NFPA 70-93 National Electric Code

D. Underwriters Laboratories, Inc. (UL):

1. UL 142-93 Standard for Safety Steel Aboveground Tanks for Flammableand Combustible Liquids

2

, ~2. UL 1059-93 Standard for Safety Terminal Blocks

1.

E. Uniform Building Code (UBC):

UBC-91 Uniform Building Code

F. Uniform Fire Code (UFC):

UFC-91 Uniform Fire Code

.04 QUALITY ASSURANCE

A. Quality assurance shall be conducted in accordance with Specification Section 01400. Itemsin this Specification Section that are quality controls are preceded by "Q Control" and areunderlined.


C. 0 Control: Products covered by this Specification Section shall be considered important toCA .ts. 0a aste isolation to control and contain hydrocarbon material and shall be classified

as Q.

07/08194 15482 . 3


BABBDAOOO-01717.6300-15482 Rev. OC PRELIMINARY DRAVI

D. 0 Control: Tracers, fluids, and materials (TFM) used for construction and operations shall becontrolled and monitored by an approved TFM plan in accordance with Specification Section01600.


1. Receipt Verification: Dimensional/visual inspection of the diesel fuel equipmentcomponents. (WITNESS POINT)

2. 0 Control: Field Verification: Dimensional/visual inspection and operational testing ofthe installed diesel fuel equipment components. (WITNESS POINT)

F. Monthly periodic inspections shall be conducted on the diesel fuel oil system to mitigate theeffects of hydrocarbon leaks.



1.06 PROJECT/SITE CONDITIONS

A. The components furnished under this Specification Section will operate under ambientconditions shown in Attachment 1.

B. The location is approximately 100 miles northwest of Las Vegas, Nevada

C. All equipment furnished under this Specification Section shall be located outdoors.

PART 2 PRODUCTS

2.01 GENERAL

A. All electrical equipment shall be UL listed and shall bear the UL label.

B. Electrical components, controls, construction, and design shall be in accordance withSpecification Sections 16152 and 16405.

C. All components of the system shall be restrained to meet UBC Zone 4 seismic requirements.All components shall be restrained to resist a wind load of 80 miles per hour basic windspeed, exposure "C" in accordance with the UBC.

D. All components of the system shall be suitable for outdoor installation and in accordance withUFC Article 79.

07108/94 15482 * 4



2.02 MAIN FUEL OIL STORAGE TANK

A. One horizontal 10,000 gallon carbon steel tank for aboveground installation shall be furnishedas shown on the Drawings and Figure 1. The tank shall be of secondary containmentconstruction (Type II), or equivalent, and fabricated in accordance with UL 142 and NFPA 30requirements. Tank shall be self-contained.

B. The following connections for the main storage tank shall be provided:

1. 2 inch diameter by 8 foot long vent stack

2. 4 inch brass and iron lockable fill cap with overspill protection

3. 6 inch emergency vent

4. 2 inch liquid level gauge

5. Secondary monitoring port

6. Inlet port

7. Pump suction lines with internal vertical pipes to within 4 inches of bottom

8. Fuel oil return

9. Earthquake tiedowns

10. Electronic leak detection.

C. Access platform, stairs, and handrails shall be fabricated and shipped ready for on-siteerection with minimum field modifications required. Access platform stairs and handrailsshall be designed and fabricated in compliance with 29 CFR 1910.

D. Electric heat tracing shall be self-regulating heating cable, 16 AWG copper buss wire withflame retardant, water resistant, heat output in accordance with Drawing at 120 V, UL listed.Heat tracing controls shall be ambient sensing, corrosion resistant NEMA 4X rated,hermetically sealed switches, set point 0 to 225 degrees F, 120 V spdt.

E. Tank insulation shall be 2 inch fiberglass with a minimum insulation density of 1.5 poundsper cubic foot and an installed "R" of not less than 6.5. Insulation material shall be asbestosfree and UL listed. Insulation shall be sealed and waterproofed with an approved non water-vapor retarder. The outer cover shall be a 0.016 inch thick embossed aluminum jacket with alaminated moisture retarder.

2.03 FUEL OIL PUMPS

A. Pumps shall be spur gear type with the pump and motor drive mounted to common footbrackets.

07108/94 15482 - 5

PRELIMiNARY PREDECISIONAL DRAFT MATERIAL

BABBDAOOO-01717-6300-15482 Rev. OC PRELM ARY DRAFo

B. Each pump shall deliver 10 gpm at a maximum discharge pressure of 50 psig of No. 2 dieselfuel. Fluid temperature shall be 40 degrees F (minimum) and 108 degrees F (maximum).

C. Pump casings shall be cast iron with stainless steel gears and shafts.

D. Pumps shall be equipped with 225 degrees F mechanical seals close-coupled to 460 V/3phase/60 Hz 1750 rpm totally enclosed electric motors.

2.04 PIPING, FITIINGS, STRAINERS, AND VALVES

A. Piping, fittings, strainers, and valves shall be in accordance with Specification Section 15060.

B. All piping, fittings, strainers, and valves shall be insulated as shown on the Drawings.Insulation shall be in accordance with Specification Section 15260.

2.05 INSTRUMENTATION

A. All instrumentation shall be provided as shown on Drawing BABBDAOOO-01717-2100-29035.

B. The central controller for the fuel supply system (FSS) will be provided by the Constructor.

C. Provide the necessary transmitters and instrument wiring panel for connecting the FSS fieldsignals and controls to the FSS controller. Power to field transmitters will be provided at theFSS controller.

D. Provide the following instruments as indicated on the Drawing:

1. Relief valves in accordance with Specification Section 15060.

2. Motor starters and local/remote controls for each pump in accordance with SpecificationSection 16481.

3. Local instruments and transmitters. (TBD-135)

4. Instrument wiring panel with barrier strips. Provide enclosures in accordance withNEMA 250 and terminal strips in accordance with UL 1059.

5. Level instruments for the main fuel storage tank instruments shall be 20 percent level, 40percent level, 80 percent level, and 90 percent level. Level shall be set by tank volume(TBD-135)

6. Electronic leak detection and monitoring system to detect fuel leak in the interstitial typeof a Type II tank or equal tank design. (TBD-135)

15482 * 6


07/08194


2.06 IDENTIFICATION, MARKING, AND TRACEABILITY

In addition to the manufacturer's identification nameplate, each component shall be providedwith corrosion resistant metal tag identification in accordance with Specification Section15190.

PART 3 EXECUTION

3.01 PREPARATION

A. Confirm location and size of equipment before rough-in and installation.

B. Coordinate with mechanical and electrical constructors to achieve operating system.

3.02 INSTALLATION

A. Install storage tank, vents, and other connections in accordance with NFPA 30recommendations and published instructions of manufacturer, and as indicated on theDrawings.

B. Install tank on a firm, reinforced concrete foundation as shown on the Drawings.

i 3.03 TESTING

A. All performance tests as required by UL 142 shall be performed on the tank before deliveryto the Nevada Test Site. Performance tests shall include the following:

1. Tank leakage test

2. Hydrostatic strength test

3. Top load test

4. Buoyancy test

5. Hydrostatic load test

6. Tank support load test.


4.01 SUBMITTALS

A. Submittals shall be in accordance with Specification Section 01300 and the attached Submittaland Notification Requirements sheet.

07108094 15482 - 7



B. Drawing Requirements: As-built drawings shall be provided for the equipment as specifiedand ordered. These drawings shall include, but are not limited to, the following:

1. Outline and Arrangement Drawings: These drawings shall be completely dimensionedand show the following:

a. Equipment arrangement

b. Dimensional plans and elevations, front view, and other pertinent elevation views

c. Component locations and miscellaneous mechanical details

d. All required utility connections for the Constructor and AME interface

e. Constructor and A/E wiring (both power and control alarm) terminal block locations,arrangement, and grounding connections

f. Required clearances, tolerances, and mounting methods, including anchor bolt holesizes and locations and minimum blot sizes

g. Equipment weights.

2. Elementary Wiring Diagrams: Complete as-built elementary (schematic) wiring diagramsshowing all control devices and device contacts. All devices and contacts shall belabeled with their proper device function number.

3. Connection Diagrams

a. As-built interconnecting wiring diagrams with clear identification of terminals andterminal blocks, including Constructor and A/E connection points, and anyConstructor and Supplier interconnections between panels, cabinets, or components:

b. Connection diagrams shall indicate all terminals and terminal blocks and show theapproximate physical location in the assembly.

4. Instrument Control Documents

a. Logic diagrams

b. Instrument data sheets

c. Instrument list

d. Instrument mounting details.

5. Test Reports: Certified test reports containing the results of all tests on each unit shall Vbe provided to the Constructor for A/E review.

07108194 15482 - 8

PRELIMARY PREDECISIONAL DRAFI MATERIAL

BABBDAOOO.01717-6300-15482 Rev. OC PRELIMINARY DRAFT

6. Catalog Information: The Supplier shall provide catalog information for the equipmentbeing supplies. This information will include all components for all original equipmentmanufacturer equipment being supplied. The actual manufacturer's catalog numbersshall be provided if they differ from the Supplier's part numbers.

7. Recommended Spare Parts List

a. The Supplier shall submit a complete recommended spare parts list for theequipment. The Supplier shall make a notation of quantities of these itemsrecommended or required by the Constructor for continuous operation during onenormal overhaul cycle. This recommended spare parts list shall be reviewed by theA/E and shall include items requiring replacement under the following conditions(which condition to be noted):

I) Wear, corrosion, or erosion during normal operation

2) Failures which cause a shutdown of equipment

3) Damage or breakage during routine maintenance or inspections of equipment

4) Long lead time or operational insurance items

5) Time-compliance limits on time-in-service due to age-related deterioration.

NOTE: Shelf life shall also be stipulated for spare parts subject to age-relateddeterioration.

b. The parts list shall include cross-sectional or assembly-type drawings, part numbers,materials, and estimated delivery lead times. Part numbers shall identify each partfor interchangeability purposes. The parts list and recommended spare parts listnotations shall be provided to the Constructor promptly upon the Supplier's receiptof Drawings. The parts list shall contain process for all recommended spare partslist components.

8. Operating and Maintenance Instructions: Thirteen (13) copies of complete field test,maintenance, and service manual with manufacturer's data sheets for all componentsshall be supplied with the equipment and one copy of the complete set shall be submitted30 days prior to shipment in accordance with Specification Section 01300.

4.02 NOTIFICATION


07108194 15482 . 9



ATTACHMENT 1PERFORMANCE AND ENGINEERING DATA

DIESEL FUEL OIL SYSTEM

A. BASIS

Storage Tank/Quantity: Joor Manufacturing (1 unit) aboveground installation

Site Elevation: 3,680 feet (12.0 psia)

Ambient Temperature: 108 degrees F Dry Bulbf66 degrees F Wet Bulb (Maximum)-14 degrees F (Minimum)

B. DIMENSIONS AND WEIGHT (APPROXIMATE)

Main Fuel Oil Storage Tank

1. Capacity - U.S. gallons: 10,000

2. DIA x L - inches: 108 DIA x 252

3. Weight - lbs.: 17,500 (dry)/89,500 (wet)

C. FUEL OIL PUMPS

Motor Horsepower, Fuel Oil Pumps: 3

Capacity, gpm: 10

Discharge Pressure, psig: 50 (maximum)

Electrical Power Supply: 460 Volts/3 Phase /60 Hertz

07108/94 15482. 10


BABBDAOOO-01717.6300-1S482 Rev. OC PRELIMINARY DRAFT

- HEAT TRACING

PLAN & INSULATION

SECONDARYDRAIN

'T.'m& .4

(1-41)

MA IN/ DRAIN .I

, I

IELEVATION

10,000 GAL. DIESEL FUEL STORAGE TANK(9,000 GAL. ACTUAL CAPACITY)

1 SHEET I of 2FIGURE(SEE SHEET 2 FOR NOZZLE SCHEDULE)

07108/94 15482. 11

07108J94 15482 - 11


BABBDAOOO-01717.6300-15482 Rev. OC PRELIMJNARY D)RAFT

VNOZZLE SCHEDULE

NOZZLE NO. SIZE DESCRIPTIONI B5 DIA PRIMARY TANK EIERGENCY VENT

2 8' DIA SECONDARY TANK EMERGENCY VENT

3 24' DIA MANHOLE ACCESS

4 2' OIA PRIMARY VENT

5 2' DIA SECONDARY VENT

6 2' DIA LEVEL INDICATION

7 4 DIA RETURN

a 4" DIA OVERFLOW FROM DAY TANK

9 2' DIA LEAK DETECTION

10 4" DIA SUPPLY

11 4" DIA FILL

12 2' DIA FROM RELIEF VALVE

13 2" DIA SECONDARY DRAIN

14 4 DIA MAIN DRAIN

FIGURE 1 SHEET 2 of 2

(SEE SHEET 1 FOR TANK PLAN & ELEVATION)

07/08/9415482. 12

PREI.JMINARY PREDECISIONAL DRAFT MATERIAL

BABBDAOOO-01717-6300-15482 Rev. 0C PRELIMINARY DRAFT

I SUBMITTAL AND NOTIFICATION REQUIREMENTSi1NLY AVLKCABLE tlEM ARE TO BE COMPLETED

I

rSECTION NO STATUS TIMING NOTIFICATION15482

TITLE: Diesel Fuel Oilsystem 0 C

-IX

Receipt Veerlcatlon 1.04FI X X 3

FidVerificatlon 1A4F2 I X 3

Ulr'Data 46413 = X 30

I's nstallabar 4.41C X X

&M Manuals 4.41D X I

___________________ _ -_ - -

- - - - - - . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . - -

== = _I=- I == I= ==-===__=_ =_ === == = _=== _ === _

_ __ _ = ==== = = ===- == = _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

I I I I I I= ==I=== ==_~~~ I I_ ___ __

OMMENTS:~~~~~~~~~~~~~~~~~~~~~

COMMENTS:

END OF SPECIFICATION SECIION

07/08194 15482- 13PRELIMINARY PREDECISIONAL DRAFT MATERIAL

1�

KY


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