Exhibit B2 - Drawings.pdf

MI-65 TRANSFER PIPING

PROJECT NO.: 6-7-9P

LIST OF DRAWINGS

G-1 TITLE SHEET

G-2 SPECIFICATIONS

D-1 MI-65 DEMOLITION PLAN & SECTIONS

M-1 MI-65 MECHANICAL PLAN & SECTIONS

M-2 ISOMETRIC AND TEST SETUP

RAILYARD

STORAGE

AREA

ROAD

C

HWY. 56 BUTTERFIELD RD.

INDUSTRIAL

MAIN

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KAUTZ RD.

CONSTRUCTION

ENTRANCE

INJECTOR

MAIN

SUBSTATION

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KAUTZ RD.

RING RD.

WILSON ST.

ENTRANCE

PINE ST.

ENTRANCE

(NO TRUCKS)

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B

PINE ST. (OUT)

PINE ST. (IN)

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ROAD

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A -1

HOLTER RD

AREA

LABORATORY

CENTRAL

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BATAVIA RD.

WILSON ST.

RECEIVING

SITE

BURLINGTON NORTHERN R.R.

TO ENTER THIS GATE

FA

RM

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LEGEND

SITE BOUNDARY LINES

ON SITE CONST. ROUTES

SW

ENSON

HOURS

(NO ACCESS)

EOLA RD.

ENTRANCE

TO RT. 59

HWY 38 ROOSEVELT RD.

BATAVIA RD.

EO

LA

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FIXED

TARGET

AREA

ROAD D

FERMILAB

VILLAGE

LOCKED

GATE

WILSON ST.

NOTE: APPROPRIATE I.D. IS REQUIRED

(LOAD LIMIT-6 TONS)

C O

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NORTH

PROJECTW

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WILSON ST 6 AM TO 6 PM

PINE ST 6 AM TO 8 PM

BATAVIA RD 6 AM TO 8 PM

KAUTZ RD CLOSED

NOTE: APPROPRIATE I.D.

IS REQUIRED TO ENTER

THIS GATE

VICINITY PLAN

NOT TO SCALE

PROJECT

AREA

01/31/25A. BIELSKUS

A. BIELSKUS

A. BIELSKUS

A. BIELSKUS

01/31/25

01/31/25

01/31/25

6-7-9P

MI-65 TRANSFER PIPING

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LOCATION PLAN & NOTES

ISSUED FOR CONSTRUCTION1/31/25---

PROJECT

NORTH

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SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

FERMI LAB DATE

PROJECT NO.

SHEET NO.

FIMS.

ISD

INFRASTRUCTURE

SERVICES DIVISION

REVISION

NO.

NTS

MECHANICAL SPECIFICATIONS

GENERAL

A. THE FOLLOWING SECTIONS PRESCRIBE ITEMS OF RELATED WORK. COORDINATE WORK

PRESCRIBED BY THIS SECTION WITH WORK PRESCRIBED BY THESE SECTIONS:

A.1. SECTION 010010 - GENERAL REQUIREMENTS

A.2. SECTION 013100 - ESH REQUIREMENTS

A.3. SECTION 013300 - SUBMITTALS

A.4. SECTION 014100 - QUALITY REQUIREMENTS

B. ANY WORK THAT MAY CREATE INDOOR DUST OR SMOKE WILL REQUIRE A FIRE ALARM

DISABLEMENT. CONTACT THE FERMILAB FIRE TECHNICIANS AT X2924.

C. ENSURE THAT NO FIRE SPRINKLER IS OBSTRUCTED BY ANY NEW OR RELOCATED PIPING.

D. GENERAL PRODUCT REQUIREMENTS:

D.1. MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE DELIVERED TO JOB SITE WITH

FACTORY PACKAGING BEARING MANUFACTURER'S NAME OR LABEL, AND UNION LABEL

WHENEVER PRACTICAL.

D.2. PROVIDE FOR EACH PIECE OF EQUIPMENT ANY SPECIAL TOOLS REQUIRED FOR THE

OPERATION OR ADJUSTMENT OF THE EQUIPMENT AND TURN OVER TO THE FERMILAB

CONSTRUCTION COORDINATOR PRIOR TO FINAL ACCEPTANCE OF THE EQUIPMENT.

D.3. EXPOSED MACHINED SURFACES OF EQUIPMENT SUCH AS SHAFTS, BEARING SURFACES,

GASKET SURFACES, GEARS, ETC., SHALL BE PROVIDED WITH ADEQUATE PROTECTION AT

THE FACTORY TO PREVENT PHYSICAL DAMAGE AND CORROSION PRIOR TO INSTALLATION.

D.4. EQUIPMENT OPENINGS AND CONNECTIONS SHALL BE PROVIDED WITH ADEQUATE COVERS

AT THE FACTORY TO PROTECT THE INTERNALS, THREADS, AND FLANGES AND PREVENT

ENTRANCE OF ANY FOREIGN MATTER PRIOR TO INSTALLATION.

E. SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF MECHANICAL

SYSTEMS, MATERIALS, AND EQUIPMENT. COMPLY WITH THE FOLLOWING REQUIREMENTS:

E.1. COORDINATE MECHANICAL SYSTEMS, EQUIPMENT, AND MATERIALS INSTALLATION WITH

OTHER BUILDING COMPONENTS.

E.2. VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS.

E.3. ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING COMPONENTS DURING

PROGRESS OF CONSTRUCTION, TO ALLOW FOR MECHANICAL INSTALLATIONS.

E.4. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SLEEVES TO BE

SET IN POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS, AS THEY

ARE CONSTRUCTED.

E.5. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS

AND EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO

LARGE EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.

E.6. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS,

MATERIALS, AND EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE.

E.7. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND

AND OVERHEAD UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING

REGULATIONS, FRANCHISED SERVICE COMPANIES, AND CONTROLLING AGENCIES.

PROVIDE REQUIRED CONNECTION FOR EACH SERVICE.

E.8. INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO CONFORM WITH APPROVED

SUBMITTAL DATA TO GREATEST EXTENT POSSIBLE. CONFORM TO ARRANGEMENTS

INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK

ARE SHOWN ONLY IN DIAGRAMMATIC FORM. WHERE COORDINATION REQUIREMENTS

CONFLICT WITH INDIVIDUAL SYSTEM REQUIREMENTS, REFER CONFLICT TO THE FERMILAB

CONSTRUCTION COORDINATOR.

E.9. INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND

PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED

EXPOSED IN FINISHED SPACES.

E.10. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR

OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT

EQUIPMENT FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE WITH

OTHER INSTALLATIONS. EXTEND GREASE FITTINGS TO AN ACCESSIBLE LOCATION.

E.11. INSTALL ACCESS PANELS OR DOORS WHERE UNITS ARE CONCEALED BEHIND FINISHED

SURFACES.

E.12. INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT GIVING RIGHT-OF-WAY PRIORITY TO

SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE.

E.13. COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS,

TO THE EXTENT THAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ARE MORE

EXPLICIT OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS.

E.14. INSPECT MATERIALS OR EQUIPMENT IMMEDIATELY UPON DELIVERY AND AGAIN PRIOR TO

INSTALLATION. REJECT DAMAGED AND DEFECTIVE ITEMS.

CUTTING & PATCHING

A. GENERAL: PERFORM CUTTING AND PATCHING IN ACCORDANCE WITH RELATED DOCUMENTS.

IN ADDITION, DURING CUTTING AND PATCHING OPERATIONS, PROTECT ADJACENT

INSTALLATIONS.

B. PERFORM CUTTING, FITTING, AND PATCHING OF MECHANICAL EQUIPMENT AND MATERIALS

REQUIRED TO:

B.1. UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL-TIMED WORK.

B.2. REMOVE AND REPLACE DEFECTIVE WORK.

B.3. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

B.4. REMOVE SAMPLES OF INSTALLED WORK AS SPECIFIED FOR TESTING.

B.5. INSTALL EQUIPMENT AND MATERIALS IN EXISTING STRUCTURES.

B.6. UPON WRITTEN INSTRUCTIONS FROM THE FERMILAB CONSTRUCTION COORDINATOR,

UNCOVER AND RESTORE WORK TO PROVIDE FOR FERMILAB CONSTRUCTION

COORDINATOR OBSERVATION OF CONCEALED WORK.

C. CUT, REMOVE AND LEGALLY DISPOSE OF SELECTED MECHANICAL EQUIPMENT, COMPONENTS,

AND MATERIALS AS INDICATED, INCLUDING BUT NOT LIMITED TO REMOVAL OF MECHANICAL

PIPING, HEATING UNITS, PLUMBING FIXTURES AND TRIM, AND OTHER MECHANICAL ITEMS MADE

OBSOLETE BY THE NEW WORK.

D. PROTECT THE STRUCTURE, FURNISHINGS, FINISHES, AND ADJACENT MATERIALS NOT

INDICATED OR SCHEDULED TO BE REMOVED.

E. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS OR DUST BARRIERS ADEQUATE TO PREVENT

THE SPREAD OF DUST AND DIRT TO ADJACENT AREAS.

F. PATCH FINISHED SURFACES AND BUILDING COMPONENTS USING NEW MATERIALS SPECIFIED

FOR THE ORIGINAL INSTALLATION AND EXPERIENCED INSTALLERS. INSTALLERS'

QUALIFICATIONS REFER TO THE MATERIALS AND METHODS REQUIRED FOR THE SURFACE AND

BUILDING COMPONENTS BEING PATCHED.

WALL PENETRATIONS

A. PROVIDE NONCOMBUSTIBLE SEALS AROUND PIPE AND DUCT PENETRATIONS FOR BOTH NEW

AND EXISTING CONSTRUCTION AT ALL EXTERIOR WALLS.

B. FIRE RATED CAULKING COMPOUND

B.1. INTUMESCENT FIRE BARRIER CAULK THAT PROVIDE SEAL AGAINST FIRE, SMOKE, TOXIC

FUMES AND MOISTURE.

B.2. FIRE CAULK SHALL PROVIDE A FIRE RESISTANCE TO MATCH THE FIRE RESISTANCE OF THE

WALL OR FLOOR PENETRATED.

B.3. FIRE CAULK SHALL BE UL LISTED AND MEET THE TESTING REQUIREMENTS SET FORTH BY

ASTM E-814-88.

C. NONCOMBUSTIBLE PIPE PENETRATIONS SHALL CONSIST OF:

C.1. PIPE SLEEVES.

C.2. FIREPROOF FILL IN ANNULAR SPACE.

C.3. SURFACE SEALING COMPOUND.

C.4. PROVIDE PIPE SLEEVES FOR THE FOLLOWING:

C.4.a. ALL NEW CONSTRUCTION.

C.4.b. EXISTING CONSTRUCTION EXCEPT WHERE A SMOOTH CORE DRILLED HOLE MAY BE

OBTAINED.

C.5. PIPE SLEEVE MATERIAL:

C.5.a. CONCRETE CONSTRUCTION: STEEL PIPE SLEEVE WITH SQUARE WELDED STEEL PLATE

EXTENDING NO LESS THAN 6" BEYOND SLEEVE, ALL RUSTPROOFED.

C.5.b. ALL OTHER FLOORS AND WALLS: 26 GAUGE GALVANIZED STEEL PIPE

C.6. PIPE SLEEVE OR CORE DRILL SIZE: DIAMETER GREAT ENOUGH TO LEAVE 1/2-INCH

CLEARANCE ALL AROUND AND SHALL BE SIZED TO ALLOW PIPE INSULATION TO CONTINUE

UNINTERRUPTED THROUGH THE WALL OPENING.

C.7. PIPE SLEEVE LENGTH: LENGTH TO SUIT WALL OR FLOOR THICKNESS

C.7.a. IN WALLS, ENDS FLUSH WITH EACH WALL FACE.

C.8. ANNULAR SPACE FILLER FOR PIPES:

C.8.a. FIRE RATED CAULKING COMPOUND DESIGNED EXPRESSLY FOR THIS PURPOSE.

PERFORMANCE

A. ALL EQUIPMENT AND SYSTEMS SHALL BE PROTECTED AGAINST FREEZING, FLOODING,

CORROSION, AND OTHER FORMS OF DAMAGE PRIOR TO ACCEPTANCE BY THE FERMILAB

CONSTRUCTION COORDINATOR.

B. DESIGN AND FABRICATION FEATURES OR PROVEN METHODS NOT SPECIFICALLY COVERED BY

THIS SPECIFICATION SHALL BE SPECIFICALLY STATED AND DOCUMENTED IN THE PROPOSAL.

C. LABOR SHALL BE FURNISHED FOR ASSEMBLING ALL PIECES OF EQUIPMENT WHICH, DUE TO

SHIPPING LIMITATIONS, HAVE COMPONENTS WHICH ARRIVE ON THE JOBSITE DISASSEMBLED.

PROTECTION

A. GUARDS, BARRICADES, LIGHTS, SERVICES, ETC., NECESSARY FOR THE PROTECTION OF

PERSONS AND PROPERTY SHALL BE FURNISHED AND MAINTAINED.

B. EXISTING WORK SUCH AS PAVEMENTS, LAWNS, SIDEWALKS, FLOORS, CURBS, AND OTHER

STRUCTURES AND UTILITIES WHICH ARE DAMAGED OR DISTURBED DUE TO MAKING

CONNECTIONS OR ANY PHASE OF OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF

THE FERMILAB CONSTRUCTION COORDINATOR AND THE GOVERNING AUTHORITIES.

MECHANICAL IDENTIFICATION:

A. GENERAL: PROVIDE IDENTIFICATION FOR PLUMBING EQUIPMENT AND PIPING SYSTEMS.

COMPLY WITH ANSI A13.1 FOR LETTERING SIZE, LENGTH OF COLOR FIELDS, COLORS AND

VIEWING ANGLES OF IDENTIFICATION DEVICES.

A.1. ALL PIPING CONTAINING/POTENTIALLY CONTAINING TRITIATED WATER SHALL BE

IDENTIFIED WITH "TCW" IN BLACK LETTERING ON A WHITE BACKGROUND, A BLACK ARROW

ON WHITE BACKGROUND INDICATING FLOW DIRECTION, AND "CAUTION CONTAMINATED

LIQUID" IN BLACK LETTERING ON A YELLOW BACKGROUND.

B. EQUIPMENT: PROVIDE EQUIPMENT TAG, CAPACITY, FLOW RATE, PUMP HEAD, HORSEPOWER,

AND VOLTAGE. PROVIDE SETON ENGRAVED PHENOLIC PLASTIC EQUIPMENT NAMEPLATES.

B.1. PROVIDE ALL NAMEPLATES WITH ADHESIVE MOUNTING. NO MOUNTING HOLES MAY BE

DRILLED INTO EXTERIOR OF DOUBLE-LINED TANKS.

B.2. MOUNT ALL NAMEPLATES AT 4'-0" A.F.F.

B.3. MOUNT NAMEPLATES FOR SUBMERGED PUMPS ON OUTSIDE OF TANK.

PIPING

A. PIPE 2 INCHES AND SMALLER:

A.1. BUTTWELDED PIPE: ASTM A312, TP 304L, SCHEDULE 10S, SEAMLESS STAINLESS STEEL.

A.2. FITTINGS: ASTM A182, GR. F304L, ANSI B16.9, SCHEDULE 10S BUTTWELD.

A.3. ELBOWS: LONG RADIUS

A.4. UNIONS: NONE.

A.5. FLANGES: ASTM A182, GR. F304L, ANSI B16.5, 150 LB. STANDARD WITH 1/16 INCH RAISED

FACE, SERRATED FACE FINISH AND WELDING NECK. WELDING NECK SHALL MATCH PIPE

SCHEDULE IT IS WELDED TO.

A.6. FLANGE GASKET: GASKETS SHALL BE SUITABLE FOR SERVICE, TEMPERATURE RANGE AND

PRESSURE CLASS OF SYSTEM AS CONFIRMED IN WRITING BY GASKET MANUFACTURER.

CONSULT GASKET MANUFACTURER AND CONFIRM SUPPLIED PRODUCT WILL PROVIDE

SUPERIOR PERFORMANCE FOR INTENDED APPLICATION PRIOR TO INSTALLATION. WHERE

GASKET MANUFACTURER RECOMMENDS A DIFFERENT PRODUCT THAN SPECIFIED,

PROVIDE A SIGNED LETTER FROM FACTORY ENGINEER WITH SUPPORTING

DOCUMENTATION TO JUSTIFY DEVIATION.

A.6.a. RAISE FACE FLANGE GASKETS: 0.09375" THICK FOR ALL PIPE SIZE 12" AND SMALLER

AND 1/8" THICK FOR ALL PIPE SIZE LARGER THAN 12”. SPIRAL WOUND GASKETS SHALL

COMPLY WITH ASME B16.20, RING-TYPE WITH PUNCHED BOLT HOLES AND PIPE

OPENING, STEEL OR STAINLESS STEEL OUTER AND INNER RING WITH STAINLESS

STEEL WINDING METAL AND FLEXIBLE GRAPHITE FILLER METAL. GASKETS SHALL BE

GARLOCK FLEXSEAL RW SERIES OR EQUAL.

A.7. BOLTS: STUD BOLTS, ASTM A193, GR. B7.

A.8. NUTS: ASTM A194, GR. 2H.

A.9. PIPE NIPPLES: ASTM A312, TP 304L, SCHEDULE 40, NPT CONNECTION WITH PLAIN END, LENGTH AS REQUIRED.

B. PIPE 2-1/2 INCHES AND LARGER:

B.1. BUTTWELDED PIPE: ASTM A312, TP 304, SCHEDULE 10S, SEAMLESS STAINLESS STEEL.

B.2. FITTINGS: ASTM A403, GR. WP304L/ANSI 16.9, BUTT-WELD.

B.3. ELBOWS: LONG RADIUS

B.4. UNIONS: NONE

B.5. FLANGES: ASTM A182, GR. F304, ANSI B16.5, 150 LB. STANDARD WITH 1/16 INCH RAISED

FACE, SERRATED FACE FINISH AND WELDING NECK. WELDING NECK SHALL MATCH PIPE

SCHEDULE IT IS WELDED TO.

B.6. FLANGE GASKET: GASKETS SHALL BE SUITABLE FOR SERVICE, TEMPERATURE RANGE AND

PRESSURE CLASS OF SYSTEM AS CONFIRMED IN WRITING BY GASKET MANUFACTURER.

CONSULT GASKET MANUFACTURER AND CONFIRM SUPPLIED PRODUCT WILL PROVIDE

SUPERIOR PERFORMANCE FOR INTENDED APPLICATION PRIOR TO INSTALLATION. WHERE

GASKET MANUFACTURER RECOMMENDS A DIFFERENT PRODUCT THAN SPECIFIED,

PROVIDE A SIGNED LETTER FROM FACTORY ENGINEER WITH SUPPORTING

DOCUMENTATION TO JUSTIFY DEVIATION.

B.6.a. RAISE FACE FLANGE GASKETS: 0.09375" THICK FOR ALL PIPE SIZE 12" AND SMALLER

AND 1/8" THICK FOR ALL PIPE SIZE LARGER THAN 12”. SPIRAL WOUND GASKETS SHALL

COMPLY WITH ASME B16.20, RING-TYPE WITH PUNCHED BOLT HOLES AND PIPE

OPENING, STEEL OR STAINLESS STEEL OUTER AND INNER RING WITH STAINLESS

STEEL WINDING METAL AND FLEXIBLE GRAPHITE FILLER METAL. GASKETS SHALL BE

GARLOCK FLEXSEAL RW SERIES OR EQUAL.

B.7. BOLTS: STUD BOLTS, ASTM A193, GR. B7.

B.8. NUTS: ASTM A194, GR. 2H.

B.9. PIPE NIPPLES: ASTM A312, TP 304L, SCHEDULE 40, NPT CONNECTION WITH PLAIN END, LENGTH AS REQUIRED.

C. INSTALLATION

C.1. THE PROJECT REQUIRES CONFORMANCE WITH ASME B31.3.

C.2. PIPE AND FITTINGS SHALL BE WELDED ACCORDING TO THE WELDING PROCEDURE

SPECIFICATION SS-9-002, INCLUDED IN THE SPECIFICATION BOOK, AND ANY ADDITIONAL

REQUIREMENTS. CONTRACTOR SHALL ENSURE THAT THE PURGE GAS OXYGEN CONTENT

DOES NOT EXCEED 25 PPM WHILE PERFORMING WELDS.

C.3. WELDER QUALIFICATION REQUIREMENTS

C.3.a. PRIOR TO COMMENCING WORK, EACH WELDER WILL NEED TO SUBMIT A RECORD OF

WELDER QUALIFICATION ON THE WELDING PROCEDURE SPECIFICATION SS-9-002.

CONTRACTOR SHALL REFER TO 6-7-9P - IN-PROCESS EXAMINATION FORM.

CONTRACTOR SHALL ENSURE THAT THE PURGE GAS OXYGEN CONTENT DOES NOT

EXCEED 25 PPM DURING QUALIFICATION. CONTRACTOR SHALL SUBMIT THE

PROCEDURE QUALIFICATION RECORD FORM FOR APPROVAL TO FERMIFORWARD.

C.3.a.a. CONTRACTOR MAY ELECT TO SUBMIT RECORDS OF WELDER QUALIFICATION THAT

MEET OR EXCEED WPS SS-9-002 FOR APPROVAL. FERMIFORWARD'S ENGINEER

SHALL EVALUATE AND MAKE FINAL DETERMINATION IF THESE RECORDS COMPLY

WITH WPS SS-9-002. IF THEY DO NOT COMPLY WITH WPS SS-9-002, CONTRACTOR

SHALL THEN COMPLY WITH SECTION C.3.A OF THIS SPECIFICATION IN ITS

ENTIRETY.

C.3.b. FOLLOWING ACCEPTANCE OF THE PROCEDURE QUALIFICATION RECORD FORM BY

FERMIFORWARD, EACH WELDER SHALL WELD A COUPON IN THE PRESENCE OF

FERMIFORWARD'S AUTHORIZED REPRESENTATIVE. WHEN FERMIFORWARD'S

AUTHORIZED REPRESENTATIVE SIGNS OFF ON THE 6-7-9P - IN-PROCESS EXAMINATION

FORM OF THE COUPON WELD, THE CONTRACTOR'S WELDER SHALL BE CONSIDERED

QUALIFIED. FERMIFORWARD'S AUTHORIZED REPRESENTATIVE SHALL HAVE THE

AUTHORITY TO REJECT OR REQUIRE RE-QUALIFICATION OF EACH WELDER.

C.3.c. FOLLOWING ACCEPTANCE OF COUPON WELD BY FERMIFORWARD, CONTRACTOR

SHALL SUBMIT 6-7-9P - IN-PROCESS EXAMINATION FORM FOR EACH WELDER TO

FERMIFORWARD FOR RECORD.

C.4. PIPE WELDING PROCEDURE COMPLIANT WITH ASME B31.3:

C.4.a. IN-PROCESS WELDING PROCEDURE EXAMINATION

C.4.a.a. EACH WELDER QUALIFIED PER SECTION B.3 WORKING ON THIS PROJECT SHALL

HAVE AT LEAST 10% OF ALL OF THE WELDS THAT THE WELDER PERFORMED ON

THIS PROJECT SUBJECT TO AN IN-PROCESS WELDING QUALIFICATION

EXAMINATION.

C.4.a.a.a. IF THERE ARE MULTIPLE WELDERS WORKING ON THE PROJECT, EACH

WELDER SHALL HAVE AT LEAST 10% OF WELDS EXAMINED WHILE THEY ARE

PERFORMING THE WORK.

C.4.a.b. REFER TO SPECIFICATION SECTION 6-7-9P - IN-PROCESS EXAMINATION FORM FOR

THE WELDING EXAMINATION FORM. THE EXAMINER SIGNING OFF ON THE FORM

SHALL BE AN FERMIFORWARD REPRESENTATIVE.

C.5. PROCEDURE OF ASSEMBLING SCREW PIPE FITTINGS:

C.5.a. ALL SCREW JOINTS SHALL BE MADE WITH TAPER THREADS, PROPERLY CUT.

C.5.b. JOINTS SHALL BE MADE TIGHT WITH TEFLON-BASED COMPOUND APPROPRIATE TO THE

MEDIUM, MATERIAL, AND TEMPERATURE RANGE OF THE SYSTEM. TEFLON TAPE IS

NOT PERMITTED.

C.5.c. COMPOUND SHALL BE APPLIED TO THE PIPE THREADS ONLY AND NOT TO FITTINGS.

C.5.d. WHEN THREADS ARE CUT ON PIPES, THE ENDS SHALL BE CAREFULLY REAMED TO

REMOVE ANY BURRS.

C.5.e. BEFORE INSTALLING PIPE THAT HAS BEEN CUT AND THREADED, LENGTHS OF PIPE

SHALL BE UPENDED AND HAMMERED TO REMOVE ALL SHAVINGS AND FOREIGN

MATERIAL.

C.6. VALVE INSTALLATION:

C.6.a. LOCATE ALL VALVES SUCH THAT THE REMOVAL OF THEIR BONNETS IS POSSIBLE. ALL

FLANGED VALVES SHOWN IN HORIZONTAL LINES WITH THE VALVE STEM IN A

HORIZONTAL POSITION SHALL BE POSITIONED SO THE VALVE STEM IS INCLINED ONE

BOLT HOLE ABOVE THE HORIZONTAL POSITION. SCREW PATTERN VALVES PLACED IN

HORIZONTAL LINES SHALL BE INSTALLED WITH THEIR VALVE STEMS AT A MINIMUM 30

DEGREE ANGLE ABOVE THE HORIZONTAL POSITION. ALL VALVES MUST BE TRUE AND

STRAIGHT AT THE TIME THE SYSTEM IS TESTED AND INSPECTED FOR FINAL

ACCEPTANCE. INSTALL VALVES AS NEARLY AS POSSIBLE TO THE LOCATIONS

INDICATED IN THE DRAWINGS. ANY CHANGE IN VALVE LOCATION MUST BE SO

INDICATED ON THE RECORD DRAWINGS.

C.6.b. EQUIPMENT, VALVES, EXPANSION JOINTS, RELIEF DEVICES, STRAINERS, ETC., MUST BE

REMOVED OR ISOLATED DURING THE TEST IF THE PRESSURE/FORCE RATINGS OF THE

DEVICES ARE NOT AS HIGH AS THAT SPECIFIED FOR THE TEST. PIPING SHALL BE

DRAINED AND PROTECTED ANY TIME AMBIENT TEMPERATURE IS BELOW FREEZING.

C.6.c. WHERE LEAKS OCCUR, THE PIPE SHALL BE REPAIRED AND THE TESTS REPEATED. NO

LEAKS SHALL BE CORRECTED BY PEENING. DEFECTIVE PIPING AND JOINTS SHALL BE

REMOVED AND REPLACED.

C.6.d. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE

SIZE AND LOCATION OF ACCESS DOORS WITH ARCHITECTURAL DRAWINGS.

C.6.e. AT THE END OF ONE YEAR, PERIOD SPOT CHECKS WILL BE MADE AND SHOULD THE

VALVE PACKING SHOW SIGNS OF HARDENING OR CAUSING STEM CORROSION, ALL

VALVES SUPPLIED BY THE MANUFACTURER SHALL BE REPACKED BY THE

CONTRACTOR, AT NO EXPENSE TO THE OWNER, WITH A PACKING MATERIAL SELECTED

BY THE OWNER.

D. TESTING

D.1. DURING CONSTRUCTION ALL PIPING INTERIORS SHALL BE KEPT CLEAN OF DEBRIS BEFORE

TESTING IS STARTED.

D.2. EACH SYSTEM OF PIPING SHALL BE TESTED BY THE SUBCONTRACTOR.

D.3. CLEANING OF PIPING SYSTEMS THAT ARE HYDRAULICALLY PRESSURE TESTED SHALL BE

DONE AFTER TESTING.

D.4. CLEANING OF PIPING SYSTEMS THAT ARE GAS (AIR, NITROGEN, ETC.) PRESSURE TESTED

SHALL BE DONE BEFORE TESTING.

D.5. AFTER PORTIONS OF THE WORK ARE COMPLETED, THE FOLLOWING TESTS SHALL BE MADE

IN THE PRESENCE OF FERMI CONSTRUCTION COORDINATOR. FIVE (5) DAYS ADVANCE

WRITTEN NOTICE OF THE TESTS SHALL BE GIVEN TO FERMI CONSTRUCTION

COORDINATOR, WHO IN TURN WILL NOTIFY OTHER PARTIES INTERESTED. FURNISH ALL

PUMPS, GAGES, BLOWERS, INSTRUMENTS, TEST EQUIPMENT AND PERSONNEL REQUIRED

FOR TESTS AND MAKE ALL PROVISIONS FOR REMOVAL OF TEST EQUIPMENT AND DRAINING

OF PIPES AFTER TESTS HAVE BEEN MADE.

D.1. TESTS MAY BE MADE OF ISOLATED PORTIONS OF SUCH PIPING AS WILL FACILITATE

GENERAL PROGRESS OF THE INSTALLATION. ANY REVISIONS MADE IN THE PIPING SYSTEM

WILL SUBSEQUENTLY NECESSITATE RETESTING OF SUCH ISOLATED PORTIONS OF THE

PIPING SYSTEMS.

D.2. ANY DEFECTIVE MATERIAL OR DEFECTS IN WORKMANSHIP THAT DEVELOP DURING THE

TESTS SHALL BE REMEDIED AND THE SUBJECT PIPING RETESTED.

D.3. THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH ALL LOCAL PLUMBING/MECHANICAL

CODES HAVING JURISDICTION IN THE TERRITORY WHERE THE INSTALLATION IS TO TAKE

PLACE. STRICT ADHERENCE TO THE MANUFACTURER'S PUBLISHED TESTING PROCEDURES

MUST BE MADE BY THE INSTALLER WHEN TESTING THE SYSTEM.

D.4. PIPING TESTING PROCEDURE:

D.4.a. ALL PRESSURE TESTS SHOULD BE CONDUCTED IN ACCORDANCE WITH THE

APPROPRIATE BUILDING, PLUMBING, MECHANICAL, AND SAFETY CODES FOR THE AREA

WHERE THE PIPING IS BEING INSTALLED. ALL SECTIONS OF THE PRIMARY PIPING

SYSTEM SHALL BE HYDRAULICALLY TESTED TO A PRESSURE OF 25 PSI.

D.4.b. WHEN HYDROSTATIC PRESSURE IS INTRODUCED TO THE SYSTEM, IT SHOULD BE DONE

GRADUALLY THROUGH A LOW POINT IN THE PIPING SYSTEM WITH CARE TAKEN TO

ELIMINATE ANY ENTRAPPED AIR BY BLEEDING AT HIGH POINTS WITHIN THE SYSTEM.

THIS SHOULD BE DONE IN FOUR STAGES, WAITING TEN MINUTES AT EACH STAGE

(ADDING ¼ THE TOTAL DESIRED PRESSURE AT EACH STAGE).

D.4.c. TEST THE 1-1/2” PUMP DISCHARGE LINE AND 4” GRAVITY DRAIN LINE SEPARATELY, REPEAT THIS PROCEDURE FOR EACH LINE.

D.4.c.a. MAKE SURE THAT ALL THE JOINTS, THREADED CONNECTIONS, AND FLANGED

CONNECTIONS CONNECTIONS ON THE COOLING SYSTEM ARE TIGHT.

D.4.c.b. SCREW IN TEMPORARY CAPPED PIPE NIPPLE INTO TANK SIDE OF BULK HEAD

FITTING FOR BOTH TANKS. THIS WILL ALLOW TESTING OF COMPLETE PIPING

SYSTEM. REMOVE THIS TEMPORARY CAPPED PIPE NIPPLE AFTER SUCCESSFUL

TESTING.

D.4.c.c. ENSURE VALVE MV-1, MV-2, AND BV-1 ARE COMPLETELY OPEN. FILL THE

COMPLETE PIPING SYSTEM WITH DISTILLED WATER FROM 55 GALLON DRUMS

FROM THE HYDROSTATIC TEST POINT IDENTIFIED ON SHEET M-2. NO OTHER TYPE

OF WATER SHALL BE USED FOR FILLING THE SKIDS.

D.4.c.d. AFTER THE SYSTEM IS COMPLETELY FULL BACK TO TANK TK-000, REFER TO THE

FOLLOWING TABLE FOR VALVE POSITION, DEPENDING ON WHICH SYSTEM IS BEING

TESTED:

D.4.c.d.a. PIPING SYSTEM TESTED: 1-1/2” PUMP DISCHARGE LINE

D.4.c.d.a.a. OPEN VALVE MV-1. OPEN VALVE BV-1 D.4.c.d.b. PIPING SYSTEM TESTED: 4” GRAVITY DRAIN LINE

D.4.c.d.b.a. OPEN VALVE MV-2.

D.4.c.e. THE VALVE POSITIONS INDICATED IN THE TABLE ABOVE SHALL REMAIN CLOSED

FOR THE DURATION OF THE TEST.

D.4.c.f. SLOWLY INCREASE THE PRESSURE IN THE SYSTEM UNTIL THE HYDROSTATIC

TEST PRESSURE IS REACHED.

D.4.c.g. ONCE THE TEST PRESSURE IS REACHED, TURN OFF THE WATER PUMP AND CLOSE

THE ISOLATION VALVE DOWNSTREAM OF THE WATER PUMP'S DISCHARGE.

D.4.c.h. WAIT FOR 10 MINUTES. IF THE PRESSURE DROPS, LOOK FOR LEAKS AND TIGHTEN

THE JOINTS.

D.4.c.i. IF THE PRESSURE DOES NOT DROP AT THE END OF THE 10 MINUTES, EXAMINE ALL

JOINTS AND CONNECTIONS. THEN COMPLETE THE PRESSURE TEST PERMIT

FESHM FORM 5034 EXHIBIT B AND GET IT SIGNED BY THE ES&H DEPARTMENT'S

WITNESS.

E. BALANCING

E.1. FOLLOWING ACCEPTANCE OF PRESSURE TEST AND APPROVAL TO PUT IN SERVICE,

CONTRACTOR SHALL CONNECT 1-1/2" PUMP DISCHARGE LINE IN EXISTING STORAGE TANK

TK-001 TO 1-1/2" SUMP PUMP DISCHARGE UTILIZING HOSE CLAMPS AND EPDM FLEXIBLE

CONNECTION.

E.2. CONTRACTOR SHALL RUN SUMP PUMP AND CONFIRM THAT MEZZANINE TANK DRAINS AT

AN ADEQUATE RATE. IF MEZZANINE TANK LEVEL START RISING, CONTRACTOR SHALL

ADJUST BALANCING VALVE BV-1 TO MODIFY WATER FLOW RATE.

E.3. CONTRACTOR SHALL DEMONSTRATE SUMP PUMP PERFORMANCE AND HAVE

FERMIFORWARD REPRESENTATIVE CONFIRM ACCEPTANCE.

BULKHEAD FITTINGS:

A. BULKHEAD FITTINGS:

A.1. PROVIDE TANK FITTING TECHNOLOGIES PART NUMBER 1030-040-SS AND 1030-015-SS

BOLT-LESS TANK FITTING. TANK FITTING SHALL NOT HAVE ANY BOLT PENETRATIONS

THROUGH THE TANK. TANK FITTING SHALL HAVE NPT TAPERED THREADED FITTING ON

INLET AND OUTLET SIDE ALLOWING FOR SCREWED-IN CONNECTION. PROVIDE AN EPDM

GASKETED CONNECTION.

EXPANSION JOINT FITTINGS:

A. EXPANSION JOINTS:

A.1. PROVIDE METRAFLEX EPDM EXPANSION JOINTS, MODEL NUMBERS MSREE0150 AND

MSREE0400. PROVIDE STAINLESS STEEL RING MATERIAL AND BOLTS AND NUTS AS

DESCRIBED IN PIPE SPECIFICATIONS. PROVIDE CONTROL UNITS RECOMMENDED BY

MANUFACTURER. ENSURE THAT SPHERICAL WASHERS ARE USED FOR THE CONTROL

RODS TO ALLOW FOR LATERAL MOVEMENT.

VALVES:

A. BALL VALVES:

A.1. MATERIAL:

A.1.a. VALVE BODY: ASTM A351 304L LOW CARBON STAINLESS STEEL.

A.1.b. STEM: 316 SS.

A.1.c. BALL: 316 SS.

A.2. SEATS:

A.2.a. THE BALL SEATS SHALL BE MADE OF 15% GLASS REINFORCED PTFE.

A.3. SEALS:

A.3.a. THE O-RING SEALS SHALL BE MADE OF GLASS REINFORCED PTFE.

A.4. CONNECTIONS:

A.4.a. THE VALVE SHALL HAVE ANSI CLASS 150 FLANGES.

A.5. PRESSURE TESTING:

A.5.a. ALL VALVES SHALL HAVE BEEN PRESSURE TESTED IN BOTH THE OPEN AND CLOSED

POSITIONS BY THE MANUFACTURER.

A.6. PRESSURE RATING:

A.6.a. VALVES SHALL BE RATED AT 232 PSI AT 73°F.

A.7. STANDARDS:

A.7.a. ASME B16.34, ASME B16.10, ASME B 16.5.

A.8. MANUFACTURER:

A.8.a. CF VALVES F15 SERIES OR APPROVED EQUAL.

A. BALANCING VALVES:

A.1. MATERIAL:

A.1.a. VALVE BODY: ASTM A351 304L LOW CARBON STAINLESS STEEL.

A.1.b. STEM: 316 SS.

A.1.c. DISC: ASTM A351 304L LOW CARBON STAINLESS STEEL.

A.2. PACKING AND GASKETS:

A.2.a. PTFE.

A.3. CONNECTIONS:

A.3.a. THE VALVE SHALL HAVE ANSI CLASS 150 FLANGES.

A.4. PRESSURE TESTING:

A.4.a. ALL VALVES SHALL HAVE BEEN PRESSURE TESTED IN BOTH THE OPEN AND CLOSED

POSITIONS BY THE MANUFACTURER.

A.5. PRESSURE RATING:

A.5.a. VALVES SHALL BE RATED AT 232 PSI AT 73°F.

A.6. STANDARDS:

A.6.a. ASME B16.34, ASME B16.10, ASME B 16.5.

A.7. MANUFACTURER:

A.7.a. CF VALVES F15 SERIES OR APPROVED EQUAL.

PIPE/VALVE HANGERS AND SUPPORTS, ANCHORS AND GUIDES:

A. STAINLESS-STEEL PIPE HANGERS AND SUPPORTS:

A.1. DESCRIPTION: MSS SP-58, TYPES 1 THROUGH 58, FACTORY-FABRICATED COMPONENTS.

A.2. PADDED HANGERS: HANGER WITH FIBERGLASS OR OTHER PIPE INSULATION PAD OR

CUSHION TO SUPPORT BEARING SURFACE OF PIPING.

A.3. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF STAINLESS

STEEL.

B. PIPE ANCHORS

B.1. PROVIDE METRAFLEX MODEL PA ANCHOR CLAMPS. PROVIDE DIELECTRIC FELT SHIMS TO

PROTECT STAINLESS STEEL PIPING.

C. PIPE GUIDES

C.1. PROVIDE METRAFLEX MODEL STYLE IV SPIDER TYPE GUIDE. PROVIDE DIELECTRIC SHIMS

TO PROTECT STAINLESS STEEL PIPING.

D. INSTALLATION:

D.1. CONTRACTOR SHALL SUBMIT SHOP DRAWING INDICATING LOCATION OF PIPE HANGERS,

SUPPORTS AND ANCHORS. SHOP DRAWING SHALL BE APPROVED BY FERMIFORWARD

ENGINEER PRIOR TO INSTALLATION.

D.2. METAL PIPE-HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL

HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY

SUPPORT PIPING FROM THE BUILDING STRUCTURE

CLEANING:

A. EACH SYSTEM OF PIPING SHALL BE CLEANED AS HEREINAFTER SPECIFIED, PRIOR TO BEING

PLACED IN SERVICE AND AFTER OPERATING TESTS ARE PERFORMED.

B. THE ENTIRE SYSTEM OF PIPING AND EQUIPMENT SHALL BE CLEANED INTERNALLY. EACH

SUBCONTRACTOR SHALL OPEN ALL DIRT POCKETS AND STRAINERS, COMPLETELY BLOWING

DOWN AS REQUIRED, AND CLEAN STRAINER SCREENS OF ALL ACCUMULATED DEBRIS.

CONSTRUCTION TIMING

A. CONNECTION TO THE EXISTING EVAPORATOR HOLDING TANK SHALL BE PERFORMED WITHOUT

INTERRUPTION OF THE HOLDING TANK OPERATION. TIMING OF WORK DONE TO THE TANK

SHALL BE COORDINATED WITH FERMILAB NUMI TECHS.

COMMISSIONING

A. CONTRACTOR TO PERFORM FIRST-PARTY COMMISSIONING SERVICES OF THE PUMPING

SYSTEM WITH A FERMILAB REPRESENTATIVE PRESENT. IF DEFICIENCIES ARE NOTED AT TIME

OF COMMISSIONING, CONTRACTOR SHALL CORRECT ALL DEFICIENCIES WITHIN ONE WEEK OF

COMMISSIONING. CONTRACTOR SHALL RETURN TO THE SITE WITH THE FERMILAB

REPRESENTATIVE TO VERIFY DEFICIENCIES HAVE BEEN CORRECTED.

J an

1,

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6-7-9P

MI-65 TRANSFER PIPING

G -2

JA

N

. 3 1, IS

SU

ED

F O

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O N

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SPECIFICATIONS

--765

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

FERMI LAB DATE

PROJECT NO.

SHEET NO.

FIMS.

ISD

INFRASTRUCTURE

SERVICES DIVISION

REVISION

NO.

01/31/25A. BIELSKUS

A. BIELSKUS

A. BIELSKUS

A. BIELSKUS

01/31/25

01/31/25

ISSUED FOR CONSTRUCTION01/31/25---

MECHANICAL FIRST FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

EXIST. CHEMICAL TREATMENT TO REMAIN

EXIST. CONDENSATE HOLDING TANK TO REMAIN

EXIST. CHEMICAL TREATMENT TO REMAIN

EXIST. PUMPED CONDENSATE FROM MINOS TARGET HALL TO REMAIN

D-1

D-1

DEMOLISH 4" GRAVITY DRAIN TRITIATED CONDENSATE

PIPE WITHIN 6" SECONDARY CONTAINMENT PIPE

DEMOLISH 11

2" PUMPED TRITIATED CONDENSATE

PIPE WITHIN 3" SECONDARY CONTAINMENT PIPE

STAGING

AREA

C

ELECTRICAL

ROOM

CORRIDOR

STAGING

AREA

ELECTRONICS

TOILET

STAIR

C

B

A

MI-65 KEY PLAN

NTS

WORK AREA

C

MECHANICAL MEZZANINE DEMOLITION WORK PLAN

SCALE: 1/4" = 1'-0"

WESTERN ELEVATION

SCALE: NTS

D-1

9'-0"

3'-6"

2'-6"

3'-4"

RETAIN OTHER

EXISTING

CONNECTIONS

AND SENSORS

DEMOLISH 11

2" PUMPED TRITIATED CONDENSATE

PIPE WITHIN 3" SECONDARY CONTAINMENT PIPE

AND ALL ASSOCIATED VALVES AS SHOWN ON THIS

PLAN.

DEMOLISH 4" GRAVITY DRAIN TRITIATED CONDENSATE

PIPE WITHIN 6" SECONDARY CONTAINMENT PIPE AND ALL

ASSOCIATED VALVES AS SHOWN ON THIS PLAN.

EXISTING DOUBLE CONTAINED

PUMPED NUMI CONDENSATE

PIPING TO REMAIN

EXISTING DOUBLE CONTAINED

PUMPED AHU CONDENSATE PIPING

TO REMAINEXISTING

MEZZANINE

FLOOR

EXISTING TANK

OVERFLOW

PIPE

MEZZANINE

SUPPORT

STRUCTURE

EXISTING

CONCRETE

CURB

EXISTING CHAIN

LINK FENCE

1'-0"

RETAIN AND CAREFULLY

PROTECT VARIOUS

SENSOR AND PROBES AT

TOP OF TANK DURING

DEMOLITION PROCESSUNION

OUT OF SCOPE AREA

REMOVE BULKHEAD FITTINGS

ALLOWING PIPE PENETRATIONS

INTO TANK. DEMOLISH PIPING

ENTERING TANK.

RETAIN BULKHEAD FITTINGS ALLOWING

PIPE PENETRATIONS INTO TANK.

DEMOLISH PIPING ENTERING TANK.

EXISTING

PUMP

EXISTING

NEUTRALIZATION

TANK TK-000

EXISTING

STORAGE TANK

TK-001

GENERAL NOTES

A. CONTRACTOR SHALL COORDINATE WITH FERMIFORWARD PRIOR TO STARTING DEMOLITION TO

ENSURE ALL RADIATION SAFETY PROCEDURES ARE BEING FOLLOWED.

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D -1

JA

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. 3 1, DEMOLITION PLAN

ISSUED FOR CONSTRUCTION01/31/25---

1/4"=1'-0" 4 0 4 8

SCALE FEET

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

FERMI LAB DATE

PROJECT NO.

SHEET NO.

FIMS.

ISD

INFRASTRUCTURE

SERVICES DIVISION

REVISION

NO.

PROJECT

NORTH

E

S

W

MECHANICAL FIRST FLOOR NEW WORK PLAN

SCALE: 1/4" = 1'-0"

EXIST. CHEMICAL TREATMENT TO REMAIN

EXIST. CONDENSATE HOLDING TANK TO REMAIN

EXIST. CHEMICAL TREATMENT TO REMAIN

EXIST. PUMPED CONDENSATE FROM MINOS TARGET HALL TO REMAIN

PROVIDE NEW BULKHEAD FITTINGS

ALLOWING PIPE PENETRATIONS

INTO TANK.

M-1

M-1

NEW 4" GRAVITY DRAIN TRITIATED CONDENSATE PIPE

NEW 11

2" PUMPED TRITIATED CONDENSATE PIPE

STAGING

AREA

C

ELECTRICAL

ROOM

CORRIDOR

STAGING

AREA

ELECTRONICS

TOILET

STAIR

C

B

A

MI-65 KEY PLAN

NTS

WORK AREA

C

MECHANICAL MEZZANINE NEW WORK PLAN

SCALE: 1/4" = 1'-0"

WESTERN ELEVATION

SCALE: NTS

M-1

9'-0"

3'-6"

2'-6"

3'-4"

EXISTING HIGH

LEVEL ALARM

SENSOR

NEW 11

2" PUMPED TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

NEW 4" GRAVITY DRAIN TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

EXISTING DOUBLE

CONTAINED PUMPED

NUMI CONDENSATE

EXISTING DOUBLE

CONTAINED PUMPED

AHU CONDENSATE

EXISTING

NEUTRALIZATION

TANK TK-000

EXISTING

MEZZANINE

FLOOREXISTING

TRITIUM

EVAPORATOR EXISTING

TRITIUM

EVAPORATOR

EXISTING

TRITIUM

EVAPORATOR

PROVIDE NEW BULKHEAD FITTINGS TO

CONNECT NEW PIPE TO EXISTING TANK.

CONTRACTOR TO UTILIZE EXISTING

PENETRATIONS IF POSSIBLE. CONNECT

NEW OVERFLOW PIPE AND REFILL PIPE ON

REAR OF TANK AT ELEVATIONS NOTED.

EXISTING TANK

OVERFLOW

PIPE

MEZZANINE

SUPPORT

STRUCTURE

EXISTING

CONCRETE

CURB

EXISTING CHAIN

LINK FENCE

EXISTING CONTROLS TO REMAIN. CAREFULLY

PROTECT VARIOUS SENSOR AND PROBES AT TOP

OF TANK WHEN WORK IS TAKING PLACE.

OUT OF

SCOPE AREA

AFTER SUCCESSFUL HYDROSTATIC LEAK TEST,

INSTALL COUPLING TO CONNECT 1-1/2" PUMPED

TRITIATED CONDENSATE LINE TO 1-1/2" TANK

DISCHARGE PIPING.

NEW 4" PRIMARY PIPE

NEW 1-1/2" PIPE

EXISTING

PUMP

P-001

EXISTING

STORAGE TANK

TK-001

PROVIDE BALANCING

VALVEPROVIDE BALL

VALVE

NOT TO SCALE

BULKHEAD FITTING DETAIL

SS BULKHEAD FITTING

NPT THREADED

CONNECTION

TANK WALL

PIPE

OUTER CONTAINMENT TANK

MAX 14" GAP BETWEEN

OUTER TANK AND PIPE. FILL

GAP WITH WATER-TIGHT,

OUTDOOR CAULK.

EXISTING

STORAGE TANK

TK-001

EXISTING

STORAGE TANK

TK-001

NEW BULKHEAD FITTINGS TO CONNECT NEW PIPE TO

EXISTING TANK. CONTRACTOR TO UTILIZE EXISTING

PENETRATIONS IF POSSIBLE.

PROVIDE NEW FLANGED EXPANSION JOINTS

PROVIDE NEW FLANGED EXPANSION JOINTS

PROVIDE PIPE HANGER AND PIPE

GUIDE TO ENSURE PIPING IS

INDEPENDENTLY SUPPORTED AND

DOES NOT CAUSE ANY STRESS ON

TANK

PROVIDE PIPE HANGER AND PIPE

GUIDE TO ENSURE PIPING IS

INDEPENDENTLY SUPPORTED

AND DOES NOT CAUSE ANY

STRESS ON TANK

PLACE PIPE ANCHOR HERE

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ISSUED FOR CONSTRUCTION01/31/25---

1/4"=1'-0" 4 0 4 8

SCALE FEET

PROJECT

NORTH

E

S

W

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

FERMI LAB DATE

PROJECT NO.

SHEET NO.

FIMS.

ISD

INFRASTRUCTURE

SERVICES DIVISION

REVISION

EXISTING

STORAGE

TANK TK-001

9 10

9 10

7 8

9 10

7 8

81 2

EXISTING

PUMP

P-001

NEW 11

2" PUMPED TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

NEW 4" GRAVITY DRAIN TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

EXISTING

NEUTRALIZATION

TANK TK-000

WATER PUMP

ISOLATION

VALVE

P

US GAUGE 0-60 PSIG

RESOLUTION: +/- 1.6% OF

SPAN

HYDROSTATIC TEST

CONNECTION POINT A

OR B (REFER TO LISTED

COMPONENTS

ISOMETRIC ABOVE

HYDROSTATIC TEST SETUP

SCALE: NTS

LISTED AND UNLISTED COMPONENTS

SCALE: NTS

LIQUID MEDIA

SOURCE

TEST RELIEF

VALVE

DRAIN RELIEF

VALVE

TO DRAIN

INSTALLED

PIPING AND

VALVES BY

CONTRACTOR

TEST SETUP

VALVE 5 OR

VALVE 6 SHOWN

IN LISTED

COMPONENTS

ISOMETRIC

ABOVE

UTILIZE AS

BLEED VALVE

DURING

HYDROSTATIC

TEST

MV-1

MV-2

BV-1

WELD MAP IDENTIFICATION

SCALE: NTS

14 15

EXISTING

STORAGE

TANK TK-001

C

EE

FF

K

L

EXISTING

PUMP

P-001

NEW 11

2" PUMPED TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

NEW 4" GRAVITY DRAIN TRITIATED CONDENSATE PIPE.

SLOPE AT 18" PER FOOT DOWN TOWARD TANK-1.

EXISTING

NEUTRALIZATION

TANK TK-000

MV-1MV-2

BV-1

GG

H

G HH

MM

NN

D

THREADED NPT

FITTING

E F

I J

M

N O

P

CC

DD

II

JJ

KK

LL

OO

PP

QQ

RR

VALVES HAVE FLANGED CONNECTIONS AND

SHOWN FOR REFERENCE ONLY (TYP. ALL)

1. FOLLOW WELDING PROCEDURE SPECIFICATION 6-7-9P - SS-9-002 WELDING

PROCEDURE SPECIFICATION, WITH FOLLOWING MODIFICATION

1.1. PURGE GAS OXYGEN CONTENT SHALL NOT EXCEED 25 PPM.

2. THE IN-PROCESS EXAMINATION FORM 6-7-9P - IN-PROCESS EXAMINATION FORM

SHALL BE COMPLETED FOR EACH WELD PERFORMED IN THE PRESENCE OF

FERMIFORWARD'S WELDING SHOP SUPERVISOR OR AUTHORIZED

REPRESENTATIVE.

NOTES

A

B

AA BB

Q

R

SS

TT

SCREW IN PIPE

NIPPLES AND CAPS

FOR PRESSURE TEST

ONLY. REMOVE

THESE PIPE NIPPLES

AND CAPS AT

CONCLUSION OF

HYDROSTATIC TEST

SCREW IN PIPE

NIPPLES AND CAPS

FOR PRESSURE TEST

ONLY. REMOVE

THESE PIPE NIPPLES

AND CAPS AT

CONCLUSION OF

HYDROSTATIC TEST

PLACE PIPE

ANCHORS HERE

01/31/25A. BIELSKUS

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M-2

JA

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. 3 1, ISOMETRIC AND TEST SETUP

----01/31/25---

SCALE:

REVISIONS

DESCRIPTIONSDATEREV.

CONCEPT

DISCIPLINE REVIEW

ENG. REVIEWED

FESS APPROVED

SUBMITTED

FERMI LAB DATE

PROJECT NO.

SHEET NO.

FIMS.

ISD

INFRASTRUCTURE

SERVICES DIVISION

REVISION