Text

Veolia, Drawing
	ML22299A119
Person / Time
Site:	07000925
Issue date:	10/07/2022
From:	; Veolia Nuclear Solutions Federal Services
To:	; Office of Nuclear Material Safety and Safeguards
Shared Package
ML22308A152	List: ML22299A119; ML22307A296; ML22307A307; ML22307A316; ML22308A076;
References
	BMCD-GWREMED-TM007, Rev A
	Download: ML22299A119 (1)
	v • d • e

GENERAL SYMBOL LEGEND

-NORTH ARROW TO BE LOCATED ON SHEETS IN UPPER LEFT CORNER (ZONE F8)

DEMOLITION PLAN AT ELEVATION (-)1Q'~0" SCALE: 1/4"= 1'-O'

LETTERS ARE USED FOR SECTIONS/ELEVATIONS, NUMBERS ARE USED FOR DETAILS

THE WORDSECTION' MAY BE REPLACED WITH SCALE 1/2'=1'-<r ELEVATIONORDETAIL SHEET REFERENCE "e\ sect ion SCALE: 3M = 1-0"

DASH IS USED WHEN CALL OUT IS ON THE SAME SHEET A

0 ASSEMBLY/DETAIL SCALE: 1/4"=1'-0" 1002-05/

/

MO 02-05, (DETAIL CALL OUT WITH SHEET REFERENCE) 302-05J

^M002-05 (SECTION OR ELEVATION CALL OUTS)

A REVISION TRIANGLE (X INDICATES REVISION NUMBER)

GENERAL NOTES:

[j> FLAG NOTE EXAMPLE.

2. GENERAL NOTE EXAMPLE.

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY AND BURIAL AREA-1 ENVIRONMENTAL PROPERTY MANAGEMENT OKLAHOMA CITY, OKLAHOMA DRAWING INDEX INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-G-0D1 WATF SITE DRAWING INDEX AND GENERAL SYMBOLS WATF BUILDING VFS-EPM-000-DWG-S-101 VFS-EPM-D00-DWG-S-110 VFS-EPM-000-DWG-S-114 VFS-EPM-000-DWG-S-115 VFS-EPM-OOO-OWG-A-OfO VFS-EPM-000-DWG-A-100 VFS-EPM-000-DWG-A-1IO VFS-EPM-000-DWG-A-120 VFS-EPM-000-DWG-A-120 VFS-EPM-000-DWG-A-130 VFS-EPM-000-DWG-A-130 VFS-EPM-000-DWG-E-101 VFS-EPM-000-DWG-E-110 VFS-EPM-000-DWG-E-111 VFS-EPM-000-DWG-E-112 VFS-EPM-000-DWG-E-113 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-l 15 VFS-EPM-000-DWG-E-1 IT VFS-EPM-000-DWG-E-118 VFS-EPM-000-DWG-E-120 VFS-EPM-000-DWG-E-130 VFS-EPM-OOO-OWG-Q-100 VFS-EPM-000-DWG-G-105 VFS-EPM-000-DWG-G-105 VFS-EPM-000-DWG-G-130 VFS-EPM-000-DWG-G-131 VFS-EPM-000-DWG-J-110 VFS-EPM-000-DWG-J-111 VFS-EPM-000-DWG-J-112 VFS-EPM-000-DWG-J-115 VFS-EPM-000-DWG-M-100 VFS-EPM-000-DWG-P-100 VFS-EPM-000-DWG-P-500 WATF PROCESS

SUMMARY

VFS-EPM-000-DWG-P-001 VFS-EPM-000-DWG-P-I10 VFS-EPM-000-DWG-P-t 11 WATF IX TREATMENT VFS-EPM-000-DWG-M-110 VFS-EPM-000-DWG-M-111 VFS-EPM-000-DWQ-P-l 15 WATF SPENT RESIN HANDLING (2 SHEETS)

WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS (2 SHEETS) WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN WESTERN AREA TREATMENT FACILITY TANK FOUNDATION PLAN VIEW/DETAIL (5 SHEETS) WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS (2 SHEETS) WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND (6 SHEETS)

WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLANS (3 SHEETS)

WESTERN AREA TREATMENT FACILITY ELEVATIONS AND SECTIONS (SHEET 1)

WESTERN AREA TREATMENT FACILITY RESTROOM PLAN (SHEET 2)

WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN (SHEET 1) WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS (SHEET 2)

WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH, ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM WESTERN AREA TREATMENT FACILITY GROUNDING DIAGFiAM WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN WESTERN AREA TREATMENT FACILITY UNDERGROUND CONDUIT PLAN (SHEET 1)

WESTERN AREA TREATMENT FACILITY GROUNDING PLAN (SHEET 2) WESTERN AREA TREATMENT FACILITY ENLARGED GROUNDING PLAN (SHEET 3) WESTERN AREA TREATMENT FACILITY GROUNDING DETAILS (3 SHEETS) WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN WESTERN AREA TREATMENT FACILITY RECEPTACLE PLAN WESTERN AREA TREATMENT FACILITY LIGHTNING PROTECTION PLAN (2 SHEETS) WESTERN AREA TREATMENT FACILITY LIGHTING PLAN (4 SHEETS) WESTERN AREA TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS WESTERN AREA TREATMENT FACILITY GENERAL ARRANGEMENT WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING PLAN (2 SHEETS) WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING PLAN (2 SHEETS) WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING WESTERN AREA TREATMENT FACILITY INSTRUMENTATION AND CONTROL PLAN WESTERN AREA TREATMENT FACILITY SITE SECURITY PLAN WESTERN AREA TREATMENT FACILITY BUILDING SECURITY PLAN INSTRUMENTATION AND CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM WESTERN AREA TREATMENT FACILITY MECHANICAL PLAN WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR WESTERN AREA TREATMENT FACILITY P&ID DOMESTIC WATER PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS (2 SHEETS) WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM (2 SHEETS) WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM (8 SHEETS) MECHANICAL WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT (4 SHEETS) MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME (5 SHEETS) WESTERN AREA TREATMENT FACILITY PAID URANIUM IX TREATMENT BURIAL AREA #1 VFS-EPM-000-DWG-C-20I VFS-EPM-000-DWG-C-210 VFS-EPM-000-DWG-C-220 VFS-EPM-00D-DWG-C-230 CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS BURIAL AREA #1 SITE PLAN BURIAL AREA#! SITE UTILITY PLAN BURIAL AREA #1 CIVIL DETAILS VFS-EPM-000-DWG-S-201 VFS-EPM-000-DWG-S-210 (3 SHEETS)

STRUCTURAL NOTES, AND ABBREVIATIONS BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-00O-DWG-G-2OO VFS-EPM-000-DWG-G-220 (2 SHEETS)

BURIAL AREA #1 GENERAL ARRANGEMENT PLAN BURIAL AREA #1 GENERAL ARRANGEMENT SECTIONS VFS-EPM-000-D WG-E-201 VFS-EPM-000-DWG-E-205 VFS-EPM-000-DWG-E-210 VFS-EPM-OOO-DWG-E-211 VFS-EPM-000-DWG-E-220 VFS-EPM-00D-DWG-E-220 (SHEET 1)

(SHEET 2)

ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS BURIALAREA#1 GROUNDING DIAGRAM BURIAL AREA#! SINGLE LINE DIAGRAM BURIAL AREA#1 ELECTRICAL UTILITY PLAN BURIAL AREA#I ELECTRICAL INSTALLATION DETAILS BURIAL AREA #1 ELECTRICAL ASSEMBLY AND DETAILS VFS-EPM-000-DWG-J-211 BURIAL AREA #1 SITE SECURITY PLAN VFS-EPM-000-DWG-P-210 VFS-EPM-000-DWG-P-215 (2 SHEETS)

(2 SHEETS)

BURIAL AREA#! PROCESS FLOW DIAGRAM BURIALAREA#1 PROCESS P&ID VFS-EPM-VFS-EPM-VFS-EPM-VFS-EPM-VFS-EPM-VFS-EPM-OOO-OWG-G-120 OOO-DWG-G-121

000-DWG-S-120

-000-DWG-S-120

000-DWG-S-120 000-DWG-S-I20 (3 SHEETS)

(SHEET 1)

(SHEET 2)

(2 SHEETS)

(SHEET 5)

WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY GEN, ARRANGEMENT SPENT RESIN HANDLING SPENT RESIN HANDLING SECTIONS SPENT RESIN HANDLING MEZZANINE - PLAN SPENT RESIN HANDLING MEZZANINE - FRAMING SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS CONCEPTUAL DESIGN VFS-EPM-OOO-DWG-P-125 WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON

. FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME sffioORE iMlLSON

!Tloyd k 'xh ELto?DM ClttiM AUTHOR ETY CIMARRON PUMP AND TREAT SYSTEM PROJECT DRAWING INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-G-001 D

A 8

VFS-EPM-000-OWG-C-001

8______

LEGEND 716l5 ABBREVIATIONS ilL BUILDING ENVELOPE NOTES 3l2l1 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)

F l A I ROOM NUMBER Cm DOOR NUMBER

WALL TYPE (x) WINDOW / OPENING NUMBER NEW WALL IAAAAAI 1-HR RATED WALL o

LIGHTING FIXTURE, LED (X) EXIT LIGHT

!= UGHTING FIXTURE, WALL MOUNT E

2A:10B:C RATED FIRE EXTINGUISHER MOUNTED NO HIGHER THAN 40" A.F.F.

SHEET NUMBER REFERENCE VFS-XXX-XXX-DWG-XO<Xx)

NUMBER (DETAIL REFERENCE)

REFERENCE ON SAME SHEET AS DETAIL CALLOUT NUMBER (DETAIL REFERENCE)

DRAWING NUMBER REFERENCE D

LETTER (SECTION/ELEVATION REFERENCE)

DRAWING OR SHEET NUMBER REFERENCE ACT ACOUSTICAL CEILING TILE MISC MISCELLANEOUS CLIMATE ZONE 5B ADA AMERICANS WITH MTL METAL INSULATION VALUES:

DISABILITIES ACT NIC NOT IN CONTRACT AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE ROOF:

R-25+ R-11 LINER SYSTEM WITH SPACER ALUM ALUMINUM OF OVERFLOW DRAIN BLOCKS ANDZ ANODIZED OFCI OWNER FURNISHED, WALLS:

R-19 CONTINUOUS INSULATION BOB BOTTOM OF BEAM CONTRACTOR INSTALLED SLAB:

R-10, 24 INCH MIN FROM TOP OF SLAB C/C CENTER TO CENTER OFOI OWNER FURNISHED, OPENINGS:

CFMS COLD FORMED METAL STUD OWNER INSTALLED CJ CONTROL JOINT OSB ORIENTED STRAND BOARD OPAQUE DOORS:

U 0.37 C.l.

CONTINUOUS INSULATIONS P-#

PAINT TYPE NUMBER NON-SWING DOORS:

R-4.75 CLG CEILING PLAM PLASTIC LAMINATE C-BRD CEMENT BOARD PLN PLAN CG CORNER GUARD PLWD PLYWOOD VAPOR RETARDER: PROVIDE ON WARM SIDE OF THE WALLS, SEAL SEAMS.

CLR CLEAR PRE PRE FINISHED CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED AIR BARRIER: PROVIDE AIR BARRIER AT BUILDING ENVELOPE ON ALL WALLS, CONC CONCRETE RBR RUBBER ROOFS, AND FLOORS.

CONST CONSTRUCTION RD ROOF DRAIN CONT CONTINUOUS REFR REFRIGERATOR BUILDING ENVELOPE: SEAL, CAULK GASKET AND/OR WEATHER SEAL ALL CPT CARPET RM ROOM EXTERIOR PENETRATIONS.

CT CERAMIC TILE RO ROUGH OPENING DS DOWN SPOUT RWL RAIN WATER LEADER BUILDING AIR INFILTRATION REQUIREMENT - PER WA 51-11C-40609 AIR EIFS EXTERIOR INSULATION S-TRD STAIR TREAD INFILTRATION SHALL BE VERIFIED BY WHOLE BUILDING PRESSURIZATION ELEV ENAM EQP EWC FINISH SYSTEM ELEVATION ENAMEL EQUIPMENT ELECTRIC WATER COOLER SAI SOUND ATTENUATION INSULATION TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN INDEPENDENT THIRD PARTY ENGAGED BY THE GENERAL CONTRACTOR.

SATC SUSPENDED ACOUSTICAL TILE CEILING THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 (2.0 L/S<<M2) UNDER A PRESSURE DIFFERENTIAL SC SOLID CORE OF 0.3 IN. WATER (75 PA), WITH THE CALCULATED SURFACE AREA BEING THE EXPD FD FE EXPOSED FLOOR DRAIN FIRE EXTINGUISHER SD SF SOAP DISPENSER SQUARE FEET SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, SHT SHEET STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO FEC FIRE EXTINGUISHER CABINET SHT-V SIM SHEET VINYL SIMILAR THE CODE OFFICIAL AND THE BUILDING OWNER.

FF FINISHED FLOOR SLR SEALER FFIN FACTORY FINISH SPEC SPECIFICATION FS FINISHED SURFACE STL STEEL GA GAUGE TBD TO BE DETERMINED GALV GALVANIZED THK THICKNESS GB GRAB BAR TPD TOILET PAPER DISPENSER GWB GYPSUM WALL BOARD TOC TOP OF CONCRETE HB HOSE BIB TYP TYPICAL HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL UR URINAL HR HOUR VERT VERTICAL INSPN INSPECTION VCT VINYL COMPOSITION TILE LAV LAVATORY VGB VERTICAL GRAB BAR LS LANDSCAPING VIN VINYL MATL MATERIAL WC WATER CLOSET MAX MAXIMUM WD WOOD MCJ MASONRY CONTROL JOINT WH WATER HEATER MFRS MIN MANUFACTURERS MINIMUM "X"

FIRE RESISTANT LABELED GWB

1.

ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (IBC), NFPA 101,2017 NATIONAL ELECTRIC CODE, UNIFORM PLUMBING CODE, AND LOCAL JURISDICTION REQUIREMENTS.

2.

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS, AND CONSTRUCTION CONDITIONS. FIELD VERIFY ALL NECESSARY DIMENSIONS. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. WORK DONE WITHOUT THE OWNER REPRESENTATIVE'S APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

3.

DRAWINGS MAY BE REDUCED, VERIFY SCALE.

4.

THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY. THE CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVICES, AND PROTECTIVE EQUIPMENT, AND TAKE ANY OTHER NEEDED ACTIONS NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED BY THE CONTRACT.

5.

REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO EACH DISCIPLINE.

6.

REFER TO PROJECT CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7. ALL METAL BUILDING DETAILS AND CALLOUTS ARE FOR REFERENCE ONLY.

METAL BUILDING MANUFACTURER DETAILS SHALL SUPERCEDE DETAILS IN THIS SET.

E D

METAL WALL PANEL COMBINATION EMERGENCY LIGHTING AND EXIT SIGN PER I.B.C./NFPA/IFC. (BATTERY BACK UP)

EXTERIOR SIGNAGE LIGHTING C

EXTERIOR SECURITY LIGHT FIXTURE INDICATES ROOF DRAIN AND OVERFLOW

\

INDICATES SLOPE

2 PORT CAT6 ETHERNET WALL PORT

2 PORT CAT6 ETHERNET FLOOR PORT c

2'X4 ACOUSTICAL CEILING TILE B

INDICATES ROOF ELEVATION CHANGE METAL ROOF PANEL CONCEPTUAL DESIGN VGOLIA REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON VEOUA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND VFS-EPM-000-DWG-A-010 IE IE A

VFS-EPM-000-DWG-A-010

8l7l6l5 CODE ANALYSIS:

F GENERAL INFORMATION AUTHORITY HAVING JURISDICTION:

CODE:

PROJECT ADDRESS:

ZONING:

PROJECT DESCRIPTION:

i 4

CITY OF CIMARRON IBC N/A E

D C

B PARKING REQUIRED:

EV PARKING INFRASTRUCTURE:__________________

CHAPTER 3 OCCUPANCY CLASSIFICATION:___________________

CHAPTER 5 ALLOWABLE HEIGHT (FT.), TABLE 504.3:

ALLOWABLE STORIES ABOVE GRADE, TABLE 504.4:

ALLOWABLE AREA (SQ. FT.), TABLE 506.2:

ALLOWABLE AREA INCREASE. SECTION 506:

<W=(L1 Xwl +L2Xw2...)/F>

<1 = (F/P - 0.25) W / 30>

____________________________________________________________ NO_

F-2 (LOW HAZARD FACTORY) 55 FT. (NON-SPRINKLERED)

F-2: 3 STORIES (NON-SPRINKLERED)

F-2:23,000 SQ. FT.

(NON-SPRINKLERED)

PER SECTION 507.3 BUILDING IS ALLOWED TO BE UNLIMITED AREA PROPOSED HEIGHT (FT.):

PROPOSED STORIES ABOVE GRADE:

PROPOSED AREA, PER FLOOR:

PROPOSED TOTAL BUILDING AREA:

REQUIRED OCCUPANCY SEPARATION, TABLE 508.4:

25'-8" 1 STORY 16,100 16,100 PRE ENGINEERED MTL. BLDG.

CHAPTER 6 CONSTRUCTION TYPE, TABLE 601:

EXTERIOR WALL FIRE RATING REQUIREMENT, TABLE 602:

TYPE ll-B CMU W/INTERIOR METAL STUDS WALLS N/A, NOT REQUIRED CHAPTER 7 ALLOWED EXTERIOR WALL OPENINGS, TABLE 705.8 NO LIMIT PARAPET EXCEPTION, SECTION 705.11:

NOT REQD, EXCEPTION 1 CHAPTER 9 FIRE SPRINKLER SYSTEM REQUIRED, IBC SECTION 903/IEBC SECTION 804.2.2:

FIRE SPRINKLER SYSTEM INSTALLED:

FIRE EXTINGUISHERS REQUIRED. SECTION 906:

FIRE ALARM SYSTEM, SECTION 907:

IF REQUIRED, SYSTEM SHALL MEET NFPA 72 REQUIREMENTS NO N/A YES SEE EXIT PLAN YES CHAPTER 10 OCCUPANT LOAD, TABLE 1004.1.2:

NON PROCESS OCCUPANCY:

F-2 PROCESS OCCUPANCY:

TOTAL BUILDING OCCUPANCY:

MEANS OF EGRESS CAPACITY, SECTION 1005:

MEANS OF EGRESS COMPONENTS:

MEANS OF EGRESS, STAIRWAYS:

NUMBER OF EXITS, SECTION 1006:

41 OCCUPANTS 78 OCCUPANTS 119 OCCUPANTS B/M: 119 OCCUPANTS X 0.2" = 23.8" REQ'D WIDTH N/A NON-PROCESS 41 <49 = 1 EXIT REQ'D, 2 PROVIDED F-2 (PROCESS) 78>49 = 2 EXITS REQ'D, 7 PROVIDED (TOTAL OF 9 EXITS PROVIDED)

PANIC HARDWARE REQUIRED, SECTION 1010.1.10:

EXIT SIGNS SHOWN ON PLANS, SECTION 1013:

HANDRAIL TYPE, SECTION 1014.3:

MAXIMUM EXIT TRAVEL DISTANCE, TABLE 1017.2:

CHAPTER 29 MINIMUM NUMBER OF PLUMBING FIXTURES, TABLE 2902.1:

OCCUPANCY CLASSIFICATION:

OCCUPANTS (PER GENDER):

WATER CLOSETS:

FEMALE:

MALE:

LAVATORIES:

FEMALE:

MALE:

NO VFS-EMP-000-DWG-E-120 SHEET 1&2 (REFLECTED CEILING &

LIGHTING PLAN)

F-2: 300'-0" TRAVEL DISTANCE F-2 ('USING REQUIREMENTS OF M OCCUPANCY) TOTAL OCCUPANTS: 119/2 = 60 (1:100) = 1 REQ'D, 1 PROVIDED (1:100)= 1 REQ'D, 1 PROVIDED (1:100)= 1 REQ'D, 1 PROVIDED (1:100)= 1 REQ'D, 1 PROVIDED 3

2 1

LEGEND 1-HR FIRE RATED CORRIDOR WALLS FIRE AND LIFE SAFTEY PLAN SCALE: 3/32-1'-0" c

OJ LLO C-J A

DRAWING TRACEABILITY LIST REF NUMBER REFERENCES NEXT USED ON CONCEPTUAL DESIGN Q VGOUA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME GGREEN MCORBIN i r.i S MOORE J WILSON E LLOYD HSCT AUTHOTTf CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY CODE INFORMATION h

VFS-EPM-000-DWG-A-010 i

SHOWN l EOT l SHEET 2 OF 2

VFS-EPM-OOO-DWG-A-100

1 ROOF CALLOUTS:

1. SEE VFS-EMP-OOO-DWG-A-O10 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

E D

A

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-r.OJtCT VAWitS E LLOYD

^

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ROOF PLAN VFS-EPM-000-DWG-A-100 e AS SHOWN l to

_E VFS-EPM-000-DWG-A-100

VFS-EPM-OOO-DWG-A-110

RESTROOM KEY NOTES:

ADA WATER CLOSET-AMERICAN STANDARD MODEL 3043.529.020

ff RESILIENT WALLBASE NOTES:

1 ALL FIXTURES TO MEET ADA REQUIREMENTS 2

CONTRACTOR TO SUBMIT ALL ADA CASEWORK AND HARDWARE FOR REVIEW PRIOR TO ORDERING.

ENLARGED RESTROOM PLAN SCALE: 1/2" = 1-0"

!-©

~ m ELEVATION A ELEVATION B G>

¥ d>s

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OK

© H

Y Vdy ELEVATION C RESTROOM ELEVATION A ELEVATION D SCALE: 1/4"= 1-0"

©1 9

JL \

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71° y

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© ELEVATION A ELEVATION B ELEVATION C RESTROOM ELEVATION B SCALE: 1/4" = I'-O" ELEVATION D REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON TYPICAL ADA RESTROOM PLAN SCALE: 1 /2" = 1 -0" KEYED NOTES:

CD A.DA S.S. VERTICAL GRAB BAR CD S.S, GRAB BAR. MOUNT W/

CENTERLINE AT 36+- A.FF.

CD FRP TO SJy A.F.F. (VERIFY)

CD ADA. APPROVED TOILET (PROVIDE SUBMITTAL)

CD RECESSED TOILET TISSUE DISPENSER.

CD ADA PAPER DISPENSER CD ADA APPROVED MIRROR CD ADA APPROVED SISK NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS AND HARDWARE SUBMITTALS FOR REVIEW PRIOR TO ORDERING,

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I_________ I G>7~

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- 19" min. -

T 40 MAX.

2-10" 17"-19"

-l------y r

)MAxl 2-10" I ¥ 153 VERIFY 17"-19" TYPICAL ADA RESTROOM SECTION SCALE: 1/2= 1'-0" 4

CONCEPTUAL DESIGN DESCRIPTION Qvgolia VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME D43-t S^Im, GGRRFN J PIERCE M CORBIN SwOosT F11 OYD

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Desna authorit y

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RESTROOM PLAN VFS-EPM-000-DWG-A-120

8 7

6 5i4l3l2l1

- JOIST PER PLAN 0

LATERAL BRACING DETAIL-TYPICAL SCALE: NONE

SCALE; NONE

f

=g WALL ASSEMBLY:

5/8" GYPSUM WALLBOARD v

4 5/8" DENSGLASS SHEATHING

550SFS162-33EQS STUDS

£ 4 7/8" RESILIENT CHANNELS

@ 16" OC

^

@ 16" OC

BATT INSULATION (FILL VOID)

£ 4 6 MIL VAPOR BARRIER 4 6 MIL VAPOR BARRIER

^

4 BATT INSULATION (FILL VOID) 4 8" WALL PURLINS PER PEMB k

4 8" WALL PURLINS PER PEMB MANUFACTURER J

MANUFACTURER 4 AIR INFILTRATION BARRIER V

4 AIR INFILTRATION BARRIER

16GA METAL WALL PANEL PER PEMB MANUFACTURER

16GA METAL WALL PANEL PER PEMB MANUFACTURER

<3>

EXTERIOR WALL AT PROCESS AREA O

INTERIOR WALL AT OFFICE AREA FINISH FLOOR ELEVATION VIEW

SCALE: NONE

550SFS162-33EQS STUDS @ 16" OC

SOUND BATTINSUL (OPT)

TYPE 'X' 5/8" GWB 1-HR RATED INTERIOR WALL AT OFFICE AREA GA FILE: WP 1072 CORRIDOR CEILING ASSEMBLY:

(1) LAYER TYPE X 5/8" GWB

1000162-43 JOISTS @ 16" OC

(1) LAYER TYPE 'X' 5/8" GWB

ACOUSTIC CEILING TILE

-Jl.

CORRIDOR CEILING ASSEMBLY:

1000162-43 JC

ACOUSTIC CE

>ISTS @ 16" OC JUNG TILE

~T 1-0"

_L CORRIDOR CEILING ASSEMBLY:

26GA METAL ROOF PANEL BY PEMB MFR

8" METAL PURLINS BY PEMB MFR

7/8" RESILIENT CHANNEL @ 16" OC

5/8" DENSGLASS SHEATHING

?

<3>

1-HR RATED CEILING AT OFFICE AREA GA FILE: WP 1072 (SIM)

TYPICAL CEILING AT OFFICE AREA

TYPICAL WALL BETWEEN PROCESS AREAS CONCEPTUAL DESIGN WALL/ROOF/CEILING ASSEMBLIES SCALE: 1 = 1-0" DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON DESCRIPTION Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME GGRFFN J PIERCE M CORBIN J WILSON'""

E LLOYD

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6U&J liWJ&UTi CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS VFS-EPM-100-DWG-A-130 e AS SHOWN led I

B

F E

D HARDWARE CLOSER PANIC DEVICE OFFICE LOCKSET ENTRY LOCKSET PASSAGE SET STORE RM LOCKSET PRIVACY LOCKSET OVERHEAD STOP w

§ CL 5

S 1

THRESHOLD IN SEALANT KICK PLATE PUSH/PULL l

DOOR SCHEDULE l

REMARKS SHEET NO DOOR NO NO OF DOORS DOOR SIZE DOOR FRAME

.OUVER SIZE LABEL DETAIL NO WIDTH HEIGHT THK TYPE MATL FINISH TYPE MATL FINISH A-100-SH2 101 1

3'-0" 7-0 1-3/4" B

MTL PAINT 1

MTL PAINT LLL L A-100-SH2 102 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

1 1

A-100-SH2 103 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 104 1

3'-0" 7'-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 105 1

3'-0" 7*-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 106 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 107 1

3-0" 7-0" 1-3/4" B

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 106 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 109 1

3-0" 7'-0" 1-3/4" B

MTL PAINT 1

MTL PAINT 45 MIN j__ *"

A-100-SH2 110 1

3-D" 7-0" 1-3/4" B

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 111 1

3-0" 7'-0" 1-3/4" A

MTL PAINT 1

MTL PAINT A-100-SH2 112 1

3-0" 7'-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 113 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 114 1

3-0" 7'-0" 1-3/4" A

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 115 1

3-0" 7-0" 1-3/4" B

MTL PAINT 1

MTL PAINT 45 MIN A-100-SH2 116 1

3-0" 7-0" 1-3/4" B

MTL PAINT 1

MTL PAINT A-100-SH2 117 2

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT A-100-SH1 118 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT A-100-SH1 119 1

3-0" 7-0" 1-3/4" A

MTL PAINT 1

MTL PAINT QC A-100-SH1 120 3'-0" 7'-0" 1 3/4" A

MTL PAINT 1

MTL PAINT

C C

A-100-SH1 121 3-0" 7'-0" 1-3/4" A

MTL PAINT 1

MTL PAINT HARDWARE BY MANUFACTURER A-100-SH1 122 16-0" 18'-0" r

C MTL FFIN MTL PAINT A-100-SH1 123 3-0" 7-0" 1-3/4" A

MTL PAINT MTL PAINT C

HARDWARE BY MANUFACTURER A-100-SH1 124 8'-0" 10-0" r

C MTL FFIN MTL PAINT A-100-SHt 125 3-0" 7-0" 1-3/4" B

MTL PAINT MTL PAINT HARDWARE BY MANUFACTURER A-100-SH1 126 8'-0" 10l-0" r

C MTL FFIN MTL PAINT

A-100-SH1 127 3'-0" 7-0" 1-3/4" A

MTL PAINT MTL PAINT c

HARDWARE BY MANUFACTURER A-J0P-SH1 128,

1 16-0" 10-0" 1"

C MTL,

FFIN 1

MTL PAINT,

__ l 1

A-100-SH1 i

129 1

3'-0n 7-0" 1 3/4" A

MTL PAINT MTL PAINT 1

j

1 E * *

A-100-SH2 130 1

l 3'-0" 7'-0" 1-3/4" B

MTL PAINT 1

MTL PAINT :

E WINDOW SCHEDULE SHEET NUMBER WINDOW TYPE WINDOW FRAME FIRE RATING DETAILS REMARKS SIZ MIN (WXH)

MATL THK TYPE MATL FINISH A-100-SH2 A

3'-0"x3,-10" INSULATED r

ALUM CLEAR A-100-SH2 B

5'-Dx4'-D" INSULATED r

ALUM CLEAR A-100-SH2 C

5-0"x4'-0" INSULATED r

HM PAINT A-100-SH2 D

6*-0"x4'-0" INSULATED r

HM PAINT 4

3 2

1 NOTES A

B C

1

1.

SEE VFS-EMP-DWG-000-A-110 SHEET 2 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2.

DOOR AND FRAME FINISH COLORS SHALL BE DETERMINED BY THE OWNER. CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL.

F

3.

TABLE SHOWS MINIMUM DESIRED HARDWARE FUNCTIONS. ALL HARDWARE SHALL HAVE ALL OPERABLE PARTS, A SHAPE THAT IS EASY TO GRASP WITH ONE HAND, AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE AS PER ICC/ANS1117.1.

4.

ALL HARDWARE TO BE CONFIRMED WITH OWNER PRIOR TO PROCUREMENT.

5.

PROVIDE TEMPERED GLASS IN ALL DOORS, 24" OF DOOR SWING IN ANY ADJACENT PLANE; ANY PANE LARGER THAN 9 SQUARE FEET, AT EXPOSED BOTTOM EDGE LESS THAN 16 INCHES ABOVE FINISHED FLOOR, EXPOSED EDGE MORE THAN 36 ABOVE FINISHED FLOOR AND WITHIN 36 INCHES OF ADJACENT WALKWAY AND ABOVE DOORS.

6.

INSULATED DOOR, GASKET AT PERIMETER OF DOOR AND FRAME, RETRACTABLE DOOR SEAL AT THE DOOR BOTTOM.

£ DOOR TYPES NOTE:

©

= TEMPERED GLASS FRAME TYPES T

3-r

-b #

5'-0" m-5'-0" m-5-0" I

4'-0" t

4'-Q" I

4'-0" #

WINDOW TYPES INTERIOR FINISH SCHEDULE ROO M

NO.

ROOM NAME FLOOR FINISH WALLS CEILING REMARKS NORTH EAST SOUTH WEST BASE MATER IAL FINISH BASE MATE RIAL FINISH BASE MATE RIAL FINISH BASE MATE RIAL FINISH MATE RIAL FINISH HEIGHT 101 ELECTRICAL CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 102 INSTRUMEN TROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9-0" 103 OFFICE 2 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 104 ENERCON OFFICE CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT ff-ff' 105 OFFICE 1 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0 106 CONTROL ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 107 STORAGE/

REPO CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 108 CONFERENC E

CP B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 109 RESTROOM CONC B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 ACT 9'-0" 110 RESTROOM CONC B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 ACT 9-0,r 111 BREAKROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB PI ACT 9'-0" 112 CORRIDOR CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT

+/-10'-0" 113 JANITOR CLOSET CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT

+/-10'-0" 114 DATA ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0

115 STORAGE ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9-0" A

8 7

6 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON FINISH MATERIALS MATERIAL SPECIFICATIONS B1 4"H RUBBER BASE B2 6"H RUBBER BASE CONC SEALED CONCRETE FRP FIBER REINFORCED PLASTIC PANELS P1 GENERAL WALL PAINT, SHERWIN WILLIAMS OR EQUAL CP CARPET CONCEPTUAL DESIGN Q VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME GGREEN

.1 PIFRCF

M CORBIN

.i wTron 'w E LLOYD

hesoi AinwHurr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH.

h VFS-EPM-100-DWG-A-130 B

AS SHOWN ledt l sh ee t 2 of 2

8 7

6 5[4 3

2 1

GENERAL NOTES:

LEGEND:

1.

CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES.

ELECTRICAL CONDUIT/CABLE COMMUNICATION CONDUIT/CABLE

2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING STRUCTURES, MONUMENTS AND FACILITIES UNLESS OTHERWISE NOTED ON THE PLANS. ANY EXISTING STRUCTURES, MONUMENTS. OR FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL AT CONTRACTOR'S EXPENSE.

fo ---------------- FIBER OPTIC CABLE IS ------------ INJECTION SKID

3.

ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE.

4.

SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK.

DOMESTIC WATER LINE SAN-SANITARY SEWER LINE

5. IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

FENCE LINE GRADE BREAK

6.

EROSION AND SEDIMENT CONTROL BMP'S INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES.

7.

CONTRACTOR SHALL MAINTAIN CONSTRUCTION REDLINES TO DOCUMENT AS-BUILT CONDITION.

REDLINES WILL BE AVAILABLE FOR ENGINEERING REVIEW AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES REDLINES SHALL BE DELIVERED TO ENGINEER.

i-v"v VVI s/ WN/ V y

\y \

ANGULAR STONE CONCRETE E

TRUEGRID PERMABLE PAVERS GRAVEL ABBREVIATIONS:

suss COMPACTED SOIL OR STRUCTURAL FILL BMP BEST MANAGEMENT PRACTICES

-o-ELECTRICAL POLE EL ELEVATION EP EDGE OF PAVEMENT s

FG FINISHED GRADE DOMESTIC WATER VALVE FF FINISHED FLOOR IS GB GRADE BREAK BACK FLOW PREVENTER LF LINEAR FEET A

R RG RADIUS ROUGH GRADE FIRE HYDRANT TOE TOE OF SLOPE

TOF TOP OF FOUNDATION SITE ELECTRICAL NOTES TOP TOP OF SLOPE

DOMESTIC WATER NOTES C

c a:

B O

x V)

A 8

7 6

REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5

f 4

3 CONCEPTUAL DESIGN

sent NONE VFS-E PM-000-DWG-C-101

]eOT I SHIFT 1 1

c

GENERAL NOTES:

8 7

6 5i4l3 SITE PLAN SCALE: r = 20-0" REF NUMBER TITLE

\

17 DESCBPT1DN DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8

l 7

l 6

l 5

]

4 l

3 1

1.

SEE BMCD-GWREMED-C006 FOR WATF GRADING PLAN AND LAYOUT.

2.

SEE VFS-EPM-000-DWG-C-113 FOR SITE UTILITY PLAN.

3.

SEE VFS-EPM-000-DWG-S-101 FOR STRUCTURAL NOTES.

1.8" TRUEGRID PRO PERMEABLE PAVING SYSTEM 8" SUB-BASE WITH 3/4" TO V' CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL raw' in mi in in mi i TRUEGRID PRO NOTES:

1.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT

2.

USE 5/8" TO 3/4" AGGREGATE FOR GRAVEL FILL-IN OF GRID.

TRUEGRID PRO PAVING SECTION A SCALE: NONE D

C CONCEPTUAL DESIGN

.1 PIFRC.F D NFI SON

.1 WII RON F I.I.OYD DESIGN ALTHOFUTr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY SITE PLAN F VFS-EPM-000-DWG-C-110 1

8 F

D B

8 WA INFLUENT TANK TK-101 BA1 INFLUENT TANK TK-105 BACKWASH WATER TANK TK-106 STORM WATER CULVERT. INSTALLED BY OTHERS.

EFFLUENT TANK TK-102 INJECTION SKID SITE PLAN SCALE: 1" = 20'-0" REF NUMBER TITLE US' KSeWTON DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 2 1 GENERAL NOTES:

1.

CONSTRUCTION OF ALL SITE UTILITIES SHALL CONFORM TO LOCAL JURISDICTION REQUIREMENTS AND APPROVED CONSTRUCTION SPECIFICATIONS.

2.

SEE VFS-EPM-000-DWG-C-101 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

F SUE ELECTRICAL/COMMS/SECURITY NOTES:

1.

SEE VFS-EPM-000-DWG-E-112 FOR ELECTRICAL SITE PLAN.

2.

SEE VFS-EPM-000-DWG-J-111 FOR SECURITY SITE PLAN.

SANITARY SEWER NOTES:

0 CONNECT TO INTERIOR PLUMBING LINE. INSTALL CLEANOUT. SEE VFS-EPM-OD0-DWG-P-1OO FOR FURTHER DETAILS.

DOMESTIC WATER NOTES:

/\ DOMESTIC WATER FROM WATER METER TO VALVE BY OTHERS.

POINT OF CONNECTION AT VALVE FLANGE.

A NOT USED.

/\ INSTALL 180 LF OF 3" DOMESTIC WATER SERVICE. ALL JOINTS TO

BE FULLY RESTRAINED.

/\ STUB DOMESTIC WATER AT BUILDING. SEE

VFS-EPM-Q00-DWG-P-100 FOR FURTHER DETAILS.

D C

CONCEPTUAL DESIGN

--'"vSys E LLOYD DESIGN WTWUTt Z1 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY SITE UTILITY PLAN VFS-EPM-000-DWG-C-113

.e AS SHOWN~F H

8lIl6 5[4 3

2 1

SOUTH ELEVATION SCALE: 1/8"=r-0" CONCEPTUAL DESIGN O' 4 8

16 24" i/8n = r-o-REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DESCRIPTION

^----

oesio i MmiDfUTT CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ELEVATIONS VFS-EPM-000-DWG-C-130 sow AS SHOWN

8 7

6 5[4 3

2 1

GENERAL NOTES:

1. SEE VFS-EPM-000-DWG-C-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

GRADE OR SLAB STEEL CAP PLATE 1/2" REFLECTIVE TAPE (TYP) 6" STEEL PIPE SCHEDULE 80 PIPE FILL WITH CONCRETE AND PAINT WITH "HIGHLY VISIBLE" COLOR CHAIN-LINK FENCE WITH GATE DETAIL Vc-110/ SCALE: NONE STEEL CAP PLATE 1/2" REFLECTIVE TAPE (TYP)

AS SHOWN ON CIVIL LAYOUTS 6" STEEL PIPE SCHEDULE 80 PIPE AND PAINT WITH "HIGHLY VISIBLE" COLOR l£ 3" X 3" X 1/2" W/1" 0 HOLE TYP 77TT7----- iGRADE OR SLAB CONCRETE ALL AROUND BROOM FINISH WITH 1/4 TO 12 SLOPE CONCRETE ALL AROUND f STEEL PIPE SCHEDULE 120 PIPE INSERT SLEEVE CURB

5 DOWEL AT 18' BOLLARD DETAIL REMOVABLE BOLLARD DETAIL

.C-110,/ SCALE: NONE (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS)

/"Tn misc ellaneous equipmen t pad Vc-noJ SCALE: NONE REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CONCEPTUAL desig n

--"vST J WII SON F. LLOYD

-^Ts DESmAUTHSnm CIMARRON PUMP AND TREAT SYSTEM PROJECT CIVIL DETAILS F

VFS-EPM-000-DWG-C-150 c

SCALE NONE l EDT l SHEET 1 OF 2

D

8Il 6

5l4 3

2 1

F E

D LINES:

SYMBOLS: (CONTINUED)

ABBREVIATIONS:

INSTRUMENT/FUNCTION SYMBOLS:

CONDUCTOR/CONDUIT

UNDERGROUND CONDUIT

E----------- ELECTRICAL CONDUCTOR/CONDUIT

G-----------GROUNDING CONDUCTOR

---------------EMBEDDED REBAR PHASE SWITCHED NEUTRAL GROUND lsppl SURGE PROTECTION DEVICE, INTERNAL

=© DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE

=© GFCI DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE, GROUND zQ FAULT CIRCUIT INTERRUPTER GFCI WITH WEATHERPROOF COVER WP MULTI-OUTLET ASSEMBLY SYMBOLS:

k CORD & PLUG/RECEPTACLE 2'X4" LUMINAIRE A = FIXTURE TYPE 4 X 4" LUMINAIRE A = FIXTURE TYPE NON-FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH LINE BREAK A

A 1'X 4LUMINAIRE A = FIXTURE TYPE ZX 4LUMINAIRE A - FIXTURE TYPE V X4* LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE 2 X 4 LUMINAIRE W/ EMERGENCY BATTERY PACK A FIXTURE TYPE CONNECTION POINT/ GROUND ROD EXOTHERMIC BOND OR COMPRESSION FITTING CONNECTION

^ 20A CIRCUIT BREAKER (TRIP)

K 1500

.J 2000 CIRCUIT BREAKER (TRIP/FRAME)

<3 HIGH BAY LUMINAIRE A FIXTURE TYPE Ao HIGH BAY LUMINAIRE WITH EMERGENCY BATTERY PACK A

FIXTURE TYPE H

WALL MOUNTED LUMINAIRE A FIXTURE TYPE A

^3 WALL MOUNTED EXIT SIGN A >> FIXTURE TYPE A

AMPERES BA1 BURIAL AREA 1 CBL CABLE CKT CIRCUIT CTRL CONTROL DP DISTRIBUTION PANEL DS DISCONNECT SWITCH EGC EQUIPMENT GROUNDING CONDUCTOR FACP FIRE ALARM CONTROL PANEL F.O.

FIBER OPTIC G

GROUND GEC GROUNDING ELECTRODE CONDUCTOR GES GROUNDING ELECTRODE SYSTEM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GND GROUNDING CONDUCTOR HMI HUMAN MACHINE INTERFACE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ I/O INPUT/OUTPUT IX ION EXCHANGE KV KILO-VOLT KVA KILO-VOLT AMPERES KW KILO-WATT KWH KILO-WATT HOUR LED LIGHT EMITTING DIODE LP LIGHTING PANEL LSI LONG SHORT INSTANTANEOUS LSIG LONG SHORT INSTANTANEOUS GROUND FAULT MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY N

NEUTRAL NEC NATIONAL ELECTRICAL CODE P

PUMP/POLE BREAKER PH PHASE PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG PP POWER PANEL PWR POWER RCPT RECEPTACLE SKD SKID SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD V

VOLTS VA VOLT AMPERES VFQ VARIABLE FREQUENCY DRIVE W

WATTS/WIRE WATF WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF XFMR TRANSFORMER XO TRANSFORMER SECONDARY NEUTRAL PRIMARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR DISCRETE INSTRUMENTS

'xxfr SHARED DISPLAY, SHARED CONTROL GENERAL NOTES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 2017 EDITION.

E

-3 CURRENT TRANSFORMER (J)A CEILING MOUNTED EXIT SIGN A FIXTURE TYPE

SWITCH TRANSFORMER

$3 3-WAY SWITCH 1

GROUND C

LIGHTING PANEL, MLO, NUMBER INDICATES PANEL SIZE I------- 1 I____ I METER MODULE ENCLOSURE/SKID VARIABLE FREQUENCY DRIVE SURGE PROTECTION DEVICE, EXTERNAL DIGITAL POWER METER

( 22,100 ) AVAILABLE 30 FAULT CURRENT (RMS, SYM. AMPS).

6 REF NUMBER TITLE 1&\

k?

DESCRIPTION DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5

f 4

l 3

CONCEPTUAL DESIGN VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON PUMP AND TREAT SYSTEM PROJECT WATF ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-101

8 7

6 5l4 3

2 1

F E

D C

OG+E 13.2KV3-PH UTILITY I,

13.2 KV -

5qq iA/fi 480Y/277V ^ mrn JHz PAD MOUNT TRANSFORMER 3 SETS 4-350 KCMIL 12,400 )

(ml 800A METERING CABINET (NOTE 4)

BACKUP GENERATOR 800 \CP 500eKVA 480Y/277V, 3-PH, 60HZ 800A, 480Y/277V, 3-PH, 4W ELECTRICAL LOAD

SUMMARY

CONNECTED LOAD DESIGN LOAD FACTOR LOAD LARGEST KVA MOTOR 43.2 KVA X 1.25 54 KVA REMAINING MOTORS 259.8 KVA (NEC 430.24)

=

259.8 KVA GENERAL LOADS 78.7 KVA (NEC 215,2) 78.7 KVA RECEPTACLES 14.2 KVA (NEC 220.44)

=

12.1 KVA HVAC & HEATING 248.6 KVA (NEC 220.60)

=

185.9 KVA LIGHTS 8.6 KVA X 1.25

=

10.8 KVA TOTAL DESIGN LOAD

=

601.3 KVA, 723.3 AMPS METER MODULE 12,300 )

)

400 400 LSI

)

125 150

)

400 400 LSI

)

400 400 LSI

)

250 250 LSI Kits J 250 LSI

)

175 250 LSI 2 SETS 3-#3/0 1-#2 GND

3-#1 1-#8 GND 2 SETS 11,100 ) 3^3/0 480V A i^^X£MR-1 208Y/120V ^ rYY^° ELECT EQUIP RM 2 SETS 3-#3/0 1-#2 GND -

3-#4/Q 1-#4 GND -

3-#4/0 1-#4 GND -

( 10,300 4-#4/0 1-#2 GND C 10,900

>°!

2P K 50 PP-2 2-#6 1-#10 GND -

C 10,200

(

1500 WATF SOUTH BAY

>1

\

2P \50 PP-3 2-#8 1-#10 GND -

MINI POWER ZONE WATF NORTH BAY HP-1 20 TON HEAT PUMP UNIT WATF EXTERIOR WEST MINI POWER ZONE vp >

{

8300 >-s \ 2P ^50 nr

j. XFMR, 15 KVA m 480-240/120 VAC

's. 1-PH3W60HZ nr XFMR, 15 KVA 480-240/120 VAC

'S. 1-PH3W60HZ WATF SOUTH BAY WATF NORTH BAY GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

SEE DRAWING BMCD-GWREMED-E101 FOR MCC-1 SINGLE LINE DIAGRAM.

3.

SEE DRAWING VFS-EPM-000-DWG-E-140 FOR PANEL SCHEDULE CIRCUIT ASSIGNMENTS.

4.

CURRENT TRANSFORMER METERING CABINET SHALL MEET OG&E UNDERGROUND STANDARD U765,

)

250 250

' LSI

\ 250 ij 250 LSI F

E D

C LP-2 LP-3 B

O A

8 7

WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM SCALE; NOT TO SCALE REF NUMBER TITLE

<<Ev\

MSCWPDC*

DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5

\

4 l

3 CONCEPTUAL DESIGN

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM A

F____

aCAit NONE VFS-EPM-000-DWG-E-110 I-1 D

8 7

6 5l4 3

2 1

GENERAL NOTES:

1.

GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE.

2.

SEE SINGLE LINE DIAGRAM DRAWINGS FOR SIZES OF NEUTRAL CONDUCTORS AND EQUIPMENT GROUNDING CONDUCTORS (EGC).

3.

INSTALL GROUNDING ELECTRODE CONDUCTORS, SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR EQUIVALENT SIZE, BUT NOT SMALLER THAN #4 AWG.

4.

INSTALL BONDING JUMBER THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE LARGEST SERVICE OR SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR.

5.

INSTALL GROUNDING ELECTRODE CONDUCTOR (GEC) THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR SIZE.

6.

INSTALL BONDING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE.

7.

IRREVERSIBLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD,

6. INSTALL MAIN GROUND ELECTRODE GROUND BAR FOR SINGLE POINT GROUNDING. LOCATE AT AN ACCESSIBLE AND VISIBLE POINT NEAR THE SERVICE ENTRANCE EQUIPMENT. MAKE CONNECTIONS TO THE GROUND BAR USING TWO-HOLE COMPRESSION SPADE LUGS THAT MEET IEEE 837 REQUIREMENTS.

9.

LOW VOLTAGE GROUNDING AT PAD-MOUNTED UTILITY TRANSFORMER.

10.

CONNECTION OF GROUNDING ELECTRODE SYSTEM TO MAIN GROUNDING ELECTRODE GROUND BAR.

11.

GROUNDING CONNECTION TO EXTERIOR PAD-MOUNTED ELECTRICAL EQUIPMENT. SEE GROUNDING PLAN FOR LOCATIONS.

B o

I U)

A 8

7 6

WATF GROUNDING DIAGRAM REF NUMBER TITLE R^\

S' DESCRIPTION DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5

j 4

l 3

CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME D KING M^wtn n KING sTmoor f "

rjen son "

PROJECT F11 OYD desig n ummrrr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY GROUNDING DIAGRAM h

VFS-EPM-000-DWG-E-111 B

SOAIE NONE j EDT l SHEET 1 OP 1

8lll6 5\4 3

2 1

O' 5'

10 20' 30 ELECTRICAL SITE PLAN r = io' ryyy^J FEET SCALE: r = 10'-0" REF NUMBER TITLE SCALE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8

I I

6 I

5 t

4 I

GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

SEE DRAWING VFS-EPM-OOQ-DWG-E-113 FOR UNDERGROUND CONDUIT PLAN.

3.

CURRENT TRANSFORMER (CT) METERING CABINET SHALL MEET OG&E UNDERGROUND STANDARD U765. CT CABINET WIRING SHALL BE IN ACCORDANCE WITH DIAGRAM U765.1.

[4^> PULL BOX FOR WELL FIELD INSTRUMENTATION THAT CONNECTS TO

INJECTION SKID.

E D

CONCEPTUAL DESIGN

-<^Ts OKING j wiTsoN'-*"

E LLOYD

--""wsn MJnSJAUIHfllUlY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN F VFS-EPM-OOO-DWG-E-t 12 T^~r 1

8lll61514 3

2 1

u

[

_____________ m PC112 In ELECTRICAL UNDERGROUND CONDUIT PLAN SCALE; r = 10'-0" 7

REF NUMBER TITLE OESCURTOi DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6

l 5

f 4

l 3

GENERAL NOTES:

1.

SEE VFS-EPM-OOO-DWG-E-141 FOR CONDUIT SCHEDULE.

2.

SEE DRAWING BMCD-GWREMED-E101 FOR MCC-1 SINGLE LINE DIAGRAM.

3.

SEE DRAWING VFS-EPM-000-DWG-E-115 FOR CIRCUIT ASSIGNMENTS.

4.

CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY. FIELD ROUTE AS REQUIRED TO AVOID INTERFERENCES WITH STRUCTURAL FOUNDATIONS. INSTALL CONDUIT SHOWN PRIOR TO POURING CONCRETE.

5.

MINIMUM CONDUIT DEPTH SHALL BE PER NEC REQUIREMENTS.

COORDINATE UNDERGROUND CONDUIT INSTALLATION DEPTHS TO AVOID INTERFERENCES AT INTERSECTIONS SHOWN.

6.

TRANSITION PVC CONDUIT BELOW GRADE TO RMC ABOVE GRADE USING 90 DEGREE RMC SWEEPS.

E D

C CONCEPTUAL DESIGN

^I^cSwANT SMOORE J PIERCE

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f Tioy TT DESIGN ALTTWOSfTY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY UNDERGROUND CONDUIT PLAN see one no F VFS-EPM-000-DWG-E-113 e AS SHOWN l Et 1

8 7

6 5l4 3

2 1 GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

BUILDING GROUNDING ELECTRODE SYSTEM IS COMPRISED OF CONCRETE-EMBEDDED REBAR BONDED TOGETHER.

3.

ALL GROUNDING SYSTEM CONDUCTORS ARE #4/0 AWG COPPER UNLESS OTHERWISE SPECIFIED.

4.

BOND ALL METAL WATER PIPES WITHIN 5 FEET OF SERVICE ENTRANCE TO GROUNDING ELECTRODE SYSTEM.

5.

TIE 1/2 INCH MINIMUM DIAMETER EMBEDDED REBAR SECTIONS TOGETHER USING STEEL WIRE TIES OR WELDING TO FORM A CONTINUOUS GROUNDING ELECTRODE.

f^> BOND EVERY OTHER STEEL COLUMN TO GROUNDING ELECTRODE SYSTEM.

INSTALL MAIN GROUNDING ELECTRODE GROUND BAR IN L

APPROXIMATE LOCATION SHOWN. CONNECT TO GROUNDING ELECTRODE SYSTEM.

lT> PROVIDE 5 FEET OF GROUNDING ELECTRODE CONDUCTOR ABOVE FINISHED FLOOR FOR BONDING TO MAIN GROUNDING ELECTRODE GROUND BAR AND MINI POWER CENTERS.

REBAR BONDED TOGETHER IN CONCRETE SLAB.

E°>

INSTALL GROUNDING PLATES IN APPROXIMATE LOCATION SHOWN AND BOND TO GROUNDING ELECTRODE SYSTEM.

E

11. ALL LIGHTNING PROTECTION SYSTEM COUNTERPOISE CONDUCTORS ARE #2 AWG UNLESS OTHERWISE SPECIFIED.

[l2><< BOND LIGHTNING PROTECTION SYSTEM COUNTERPOISE TO GROUNDING ELECTRODE SYSTEM.

f?3^> CONNECT LIGHTNING PROTECTION SYSTEM DOWN U

CONDUCTORS TO COUNTERPOISE. SEE SHEET E-118 FOR LIGHTNING PROTECTION SYSTEM AIR TERMINAL LAYOUT.

fl4> INSTALL LIGHTNING PROTECTION SYSTEM GROUND RING (COUNTERPOISE) AROUND THE PERIMETER OF THE BUILDING FOUNDATION. COUNTERPOISE SHALL BE INSTALLED A MINIMUM OF 3-0" BELOW GRADE, A MINIMUM OF 5'-0" FROM THE FOUNDATION FOOTING AND A MINIMUM OF 6-0" FROM ANY ELECTRICAL SYSTEM OR COMMUNICATION SYSTEM GROUND ELECTRODE.

D C

GROUNDING PLAN SCALE: 1/8" = 1-0" A

O' 4' 8'

16' 24' 1/8"= r-o" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON OMCBPTKW 8

7 6

5

\

4 3

CONCEPTUAL DESIGN QvOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE

.1 PIFRC.F D KING J WILSON-""

FIIOYD cesoi wrmovn CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY GROUNDING PLAN F

VFS-EPM-000-DWG-E-114 1 gggT 1

8 7

6 5l4 3

2 1

NOTES

1.

GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE.

2.

INSTALL #4/0 AWG BARE STRANDED COPPER A MINIMUM OF 30" UNDERGROUND FOR HIGH VOLTAGE GROUND RING, AT LEAST 36" FROM EDGE OF TRANSFORMER.

3.

INSTALL 8' LONG UL LISTED GROUND RODS IN LOCATIONS SHOWN. CONNECT GROUND RING TO GROUND ROD USING UL LISTED CLAMP SUITABLE FOR DIRECT BURIAL OR EXOTHERMAL WELD.

4.

PROVIDE A MINIMUM SEPARATION OF 20' FROM SECONDARY GROUNDING ELECTRODE TO HIGH VOLTAGE GROUND RING.

E D

C GROUND ROD, 6 PL, SEE NOTE 3

4/0 BARE STRANDED CONDUCTOR FROM TRANSFORMER TANK GROUND TO HIGH VOLTAGE GROUND RING E

D C

© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME D KING D KING R MOORF R JFNSON E LLOYD bfeilwAiJTHOfifrt CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY ENLARGED GROUNDING PLAN h

VFS-EPM-000-DWG-E-114 REV C

SHOWN l EOT l SHIFT 2 OF 3

o 8

F D

B Zl?l5[4 LP-1CKT9 LP-1CKT11 LP-1CKT13 LP-1 CKT 8 LP-1 CKT 10 LP-1 CKT 12 3

2 1 GENERAL NOTES:

1.

2.

3.

E>

SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

INSTALL RECEPTACLES IN APPROXIMATE LOCATIONS SHOWN.

MOUNT RECEPTACLES AT 16" AFF TO BOTTOM OF RECEPTACLE UNLESS OTHERWISE NOTED.

INSTALL RECEPTACLE ON TOP OF MEZZANINE.

INSTALL 5' LONG MULTI-OUTLET ASSEMBLY AT 4B" AFF FOR WORKBENCH, 2 PLACES.

INSTALL RECEPTACLE IN FLOOR WITH SINGLE GANG FLOOR KIT.

INSTALL GFCI RECEPTACLES ABOVE COUNTERTOP.

E D

C U_o A

8 7

6 RECEPTACLE PLAN SCALE; 1/8" = 1-0" REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CONCEPTUAL DESIGN

.S-tSwUit S MOORE J PIERCE DJONG mmr FI IOYD

^

0ESK>><<irmcnm CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RECEPTACLE PLAN F VFS-EPM-000-DWG-E-117 C 10WN lE0T l wen 1 1

0>

8l7l6l5l4l3 LIGHTNING PROTECTION PUXN SCALE: 1/8"= I'-O" A

O' 4' 8'

16 24-i/8" i-0" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 2 1 GENERAL NOTES:

1.

INSTALLATION SHALL COMPLY IN ALL RESPECTS TO LIGHTNING PROTECTION INSTITUTE CODE 175. INSTALLATION SHALL BE MADE UNDER THE SUPERVISION OF A LIGHTNING PROTECTION INSTITUTE CERTIFIED MASTER INSTALLER.

2.

ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE COPPER.

[32>- INSTALL #2 AWG COPPER DOWN CONDUCTOR AND BOND TO

COUNTERPOISE. ALL TELECOMMUNICATION CONDUIT/WJRE SHALL MAINTAIN 6'-0" MINIMUM CLEARANCE FROM LIGHTNING PROTECTION DOWN CONDUCTORS.

[4^>> MAIN CONDUCTOR SHALL BE #2 AWG COPPER MINIMUM.

INSTALL AIR TERMINALS IN LOCATION SHOWN. AIR TERMINALS SHALL BE NOT LESS THAN 10 IN LENGTH.

6. EDGE AIR TERMINALS SHALL BE LOCATED WITHIN 2'-0" OF ENDS OF EDGES.

E D

CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME S MOORE JPIFRCE DKING jwiir on ^

E LLOYD

^

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY LIGHTNING PROTECTION PLAN h

VFS-EPM-000-DWG-E-118 B

awe SHOWN l>>r l sheet 1 of 1

8 7

6 5[4 3

2 1

GENERAL NOTES:

1.

SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.

2.

INSTALL EXTERIOR LIGHTS IN LOCATIONS SHOWN AT 8' ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED.

3.

PROVIDE UNSWITCHED POWER TO EMERGENCY LIGHT FIXTURE BALLASTS.

4.

MOUNT LIGHTS IN ELECTRICAL ROOM AT 14AFF.

5.

MOUNT LIGHTS IN LOW BAY AT 19'AFF UNLESS OTHERWISE NOTED.

6.

MOUNT LIGHTS IN HIGH BAY AT 39' AFF UNLESS OTHERWISE NOTED.

F

7.

MOUNT EXIT SIGNS DIRECTLY ABOVE DOOR FRAMES IN LOCATIONS SHOWN. SIGNS MUST BE VIEWABLE AND CLEAR OF OBSTRUCTIONS.

INSTALL EXTERIOR LIGHT IN LOCATION SHOWN AT 12ABOVE FINISHED GRADE.

LUMINAIRE SCHEDULE TYPE DESCRIPTION INPUT VOLTAGE INPUT WATTS MANUFACTURER/MODEL NO.

A LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL LUMENS, 4000K COLOR UNIVERSAL 120-277 VAC 29.8W LITHONIA LIGHTING MSL4000LM SBL MVOLT GZ10 40K 80CRI WH A-E LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL LUMENS, 4000K COLOR, 10 WATT CONSTANT BATTERY PACK UNIVERSAL 120-277 VAC 29.8W LITHONIA LIGHTING MSL4000LM SBL MVOLT GZ10 40K 80CRI WH E10WLCP B

2' X 4* LED RECESSED TROFFER, 3000 NOMINAL LUMENS,

19 PATTERN ACRYLIC LENS, 4000K COLOR UNIVERSAL 120-277 VAC 23.3W LITHONIA LIGHTING G2TL430L A19 EZ1 LP840 B-E 2' X 4' LED RECESSED TROFFER, 3000 NOMINAL LUMENS,

19 PATTERN ACRYLIC LENS, 4000K COLOR, 10 WATT CONSTANT BATTERY PACK UNIVERSAL 120-277 VAC 23.3W LITHONIA LIGHTING G2TL430L A19 EZ1 LP840 E10WLCP C

HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC 131W LITHONIA LIGHTING JHBL 18000LM ACL WD 120 GZ10 40K 90CRI C-E HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK 120 VAC 131W LITHONIA LIGHTING JHBL 18000LM ACL WD 120 GZ10 40K 90CRI E15WCPFMC D

HIGH BAY, LED, 12000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC 83W LITHONIA LIGHTING JHBL 12000LM ACL WD 120 GZ10 40K 90CRI E

HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, NARROW DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC 185W LITHONIA LIGHTING JHBL 24000LM ACL ND 120 GZ10 40K 90CRI E-E HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK 120 VAC 185W LITHONIA LIGHTING JHBL 24000LM ACL ND 120 GZ10 40K 90CRI E15WCPFMC F

WALL MOUNT, LED, 4000K COLOR TEMPERATURE, BUTTON PHOTOCELL UNIVERSAL 120-277 VAC 8.4W LITHONIA LIGHTING LIL LED 40K MVOLT PE DDBTXD G

WALL MOUNTED EXIT SIGN, WITH BATTERY BACKUP UNIVERSAL 120-277 VAC 41W LITHONIA LBL4 40LEZ1 LP840 H

CEILING MOUNTED EXIT SIGN, WITH BATTERY BACKUP UNIVERSAL 120-277 VAC 41W LITHONIA LBL4 40L EZ1 LP840 C

A LIGHTING PLAN SCALE: 1/8-= 1'-0" O' 4 8'

16 24" 1/8" = 1-0" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8

I 7

I 6

I 5

f 4

3 CONCEPTUAL DESIGN

^Snw i D KING

--"vSTs J PIERCE rjr Sson *"

E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY LIGHTING PLAN VFS-EPM-000-DWG-E-120

PAD MOUNTED TRANSFORMER 200A, 15kV LOADBREAK ELBOW CONNECTORS WITH TEST POINT, TYP 18 kV ELBOW ARRESTERS, TYP 15kV CABLES, SEE NOTE 3 SECONDARY CONDUCTORS AND NEUTRAL, SEE NOTE 2 THWN INSULATED CONDUCTOR TO GROUND ROD LOCATED A MINIMUM OF 20-0 FROM TRANSFORMER GROUND GRID XFMR TANK GROUND LUG

410 BARE STRANDED COPPER TO HIGH VOLTAGE GROUND GRID NOTES:

1.

SEE DRAWING VFS-EPM-000-DWG-E-114 SHEET 2 FOR TRANSFORMER GROUNDING DETAILS.

2.

SEE SINGLE LINE DIAGRAM FOR CONDUCTOR SIZES.

3.

UTILITY CONNECTIONS PROVIDED BY OTHERS.

4.

SECURE UNISTRUT RACK TO CONCRETE FOUNDATION OR PAD.

t Ait METER FURNISHED BY O.G.&E.

TRANSFORMER RATED METER BASE FURNISHED BY O.G.&E.

SECTION E-112-1 SCALE: 1"=r-0" CURRENT TRANSFORMER FURNISHED BY O.G.&E.

PAD MOUNTED TRANSFORMER-

4/0 BARE STRANDED TANK GROUND LUG COPPER TO THE TRANSFORMER-UTILITY VAULT LOCKING STEEL COVER, OLDCASTLE 57-T332P OR EQUAL-CLAMP TO GRATE AND HINGE WITH UL LISTED GROUND CONNECTOR SIMILAR TO BURNDY TYPE GBM

-TRANSFORMER PAD, OLDCASTLE MODEL PAD-8484 OR EQUAL I l^0?NjEEl ISI Sif '

i%n+/-=TTTrrtA i:

(3) 3 INCH CONDUITS D

m.-.

l-J 1 iciift l fJ------- h 18 RADUIS SWEEP

~ri i i L__J--

/-------rh-x I I

^------ L___J--

rF\ ELEVATION E-112-1 SCALE: 1 1/2" = V-0" SIDE VIEW UTILITY CONDUITS FROM POWER POLE (BY OTHERS)

THWN INSULATED CONDUCTOR FROM THE TRANSFORMER XO (NEUTRAL) BUSHING TO SECONDARY GROUND

TO SECONDARY GROUNDING ELECTRODE ELECTRICAL VAULT BASE, OLDCASTLE 575-BL OR EQUAL CONCEPTUAL DESIGN

-HIGH VOLTAGE GROUND GRID secti on E-112-1 SCALE: r-V-O" DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON

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RJENSoST E LLOYD DESCNAUTHORrrr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREAT TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-000-DWG-E-130 l 8<£ET 2~

NOTES:

8lI 6

1 3

2 1

1.

SEE SHEET 1 FOR GENERAL NOTES.

F 2-2"________

I'-O"

..8" TREATMENT BUILDING WALL 3"

c*>l E

PC111 2" PVC CONDUIT, TYP cz:

TO ELECTRICAL VAULT E-1 c:

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-HOUSEKEEPING PAD

-CONDUIT EXCLUSION ZONE J

HOUSEKEEPING PAD DETAIL E-113-1 SCALE: r=1-0" A

8 7

6 MAIN 800AF o o o

SO SECTION 1 30A 250A 150A 250A 400A 400A 4 DO A t 2EL

TFTj 2EC 3

2BET 3

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[] Q)2K Q0D2L 250A 250A 250A SECTION 2 3F GEN 800AF o

SECTION 3 CONCEPTUAL DESIGN fT\ SWBD-A ELEVATION E-115-2 SCALE: NONE REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DESCRIPTION Q VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME 2-e£^

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N2-D6CHARGE 1

16M A'

S" ABOVE TOC N9-HIGH LEVEL BWTTCH 1

150*

(NOTE 1)

ROOF N4-VENT 1

1509 (NOTE 1.1 ROOF N5-LEVEL DETECTION 1

1509 (NOTE 1)

ROOF N6 - LEAK DETECTION 1

m (NOTE 1.)

BETWEEN SHELLS MANWAY 1

(NOTE 1.)

2A" 20" TO 60* ABOVE TOC MANWAY 1

(NOTE 1.)

24" ROOF SCHEDULE NOTES:

A. INFLUENT FPE RUN IS TO BE SUPPORTED DOWN THE SDE OF THE TANK.

D CONCEPTUAL DESIGN INFLUENT HANDLING PLAN SCALE: 1/2"

1'-0" (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
DRAWING TRACEABILITY LIST REF NUMBER REFERENCES NEXT USED ON DESCRIPTION
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME S MOORE FILOYD J PIERCE j w iTsoh T*
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MII&iUWiBMY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING PLAN SEE I owe NO F
VFS-EPM-000-DWG-G-105 SHOWN l>>
l SHEET 1 1
GENERAL NOTES:
i.
E>
NOZZLE LOCATIONS SHOWN ONTANKTK-101 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
INTERFACE FLANGE TO BE 12" ABOVE GRADE, CENTER CONNECTION POINT PIPE IN 1B" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED.
3. FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115.
INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
CONNECTION POINT TO WA EXTRACTION LINE (BY BMCD)
TK-101 INFLUENT TANK Cl200^)GALLONS
<?
4"-GW-11502-AS01-HT&I
?r TT 1------ 1------ 1------ 1 1
/aMNFLUENT HANDLING ELEVATION
<^105^ SCALE: 1/2"-I-O" (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON K5C1IFTON
© VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORF ELLOYD jJLEIEBGE' JWII SON E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING V
VFS-EPM-000-DWG-G-106 c
6CAIS SHOWN leoT l SHEET 1 OF 2
8l7l6l5l413 2
1 GENERAL NOTES:
PUMP ENCLOSURE SHALL BE HUBBELL HOT BOX MODEL NUMBER DF4FEH, PART NUMBER HD041041045 WITH 1000W HEATER AND VENTILATION FAN. CENTER ENCLOSURE OVER CENTER OF PUMP AND ATTACH TO CONCRETE PAD USING SUPPLIED HARDWARE. ENSURE THAT THERE IS 12" OF CLEARANCE FROM INSIDE DIMENSIONS OF ENCLOSURE TO EDGE OF CONCRETE FOR ENCLOSURE MOUNTING. CONTRACTOR TO CUT HOLES IN SIDES OF ENCLOSURE FOR PIPE, HOLES SHALL BE 1/2" LARGER THAN PIPE SIZE. AFTER INSTALLATION APPLY EXPANDING FOAM AROUND THE PERIMETER OF THE PENETRATIONS.
F
2. NOZZLE LOCATIONS SHOWN ON TANK TK-102 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
3. FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
NOZZLE SCHEDULE FOR TANK TK-102 MARK OTY RATING SEE LOCATION N1-FLL 1
1SO0 4*
ROOF (NOTE A1 N2-DBCHARG6 1
ISO!
4" BOTTOM, r ABOVE TOC DETECTION 1
ISO#
fNOTE 21 ROOF N4-VENT 1
150*
(NOTE 21 ROOF NS-SPARE 1
ISO*
(NOTE 21 ROOF N8-SPARE 1
ISO*
(NOTE B)
ROOF MANWAY 1
(NOTE 1.)
24" 20* TO SO* ABOVE TOC MANWAY 1
(NOTE 1.)
24*
ROOF SCHEDULE NOTES:
A. EFFLUENT PPE RUN IS TO BE SUPPORTED DOVWTFE SDE OF TT-E TAFK.
B. NOZZLE ADDED FOR FUTURE SYSTEM BTPASS ONCE MCL B ACHEVED FOR URANUM AND NTTRATE D
C (2-1 1/4")
A 8
7 6
EFFLUENT HANDLING PU\N SCALE: 1/2" - 1*-0" (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
REF NUMBER TITLE hev \
SEl\
DESCRIPTION DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DRAWING TRACEABILITY LIST NEXT USED ON
~)m\l 5
f 4
l 3
CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE ELLOYD
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F. 1.1 OYD
^-----
&E&KSN AUTHORfTT CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING PLAN F
VFS-EPM-000-DWG-G-130 c
s SHOWN UtTT 1 SHEET 1 or 1
8 7
6 5l4l3l2l1 F
D C
B GENERAL NOTES:
1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
SEE VFS-EPM-000-DWG-J-115 FOR REQUIRED CONTROL SYSTEM INTERCONNECTIONS.
3.
FIELD ROUTE CAT-6 ETHERNET CABLE FROM CONTROL PANELS TO DATA ROOM SCADA RACK AND FROM SCADA RACK TO CONTROL SYSTEM WORKSTATION COMPUTERS.
E>
EQUIPMENT RACK CONTAINING CONTROL SYSTEM PLC'S, ETHERNET SWITCHES, MEDIA CONVERTERS, PATCH PANELS, AND UPS.
CABINET FOR LOCAL AREA NETWORK SERVER, ROUTERS, AND UPS.
LOCATION FOR COMPUTER WORKSTATIONS FED BY DESKTOP UPS UNITS.
F E
D C
LLo 24" FEET 8
l 7
INSTRUMENTATION AND CONTROL PLAN SCALE: 1/0"= V-0" REF NUMBER TITLE fS DESCRPnON DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6
l 5
f 4
l 3
CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley. Suite 300 Richland, WA 99352 NAME SMOORF J PIERCE
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CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY INSTRUMENTATION AND CONTROL PLAN VFS-EPM-000-DWG-J-11Q
SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
SECURE ALL ACCESS DOORS WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
PROVIDE DOOR POSITION SWITCHES AT ALL INJECTION SKID DOORS (QUANTITY AND LOCATION TO BE DETERMINED).
SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
SYMBOLS LEGEND:
0 c-xx 01 DOOR POSITION SWITCH ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX CARD READER - PEDESTAL MOUNTED FIXED DOME CAMERA - POLE MOUNTED CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION SECTION 282000)
ABOVE FINISHED GRADE D
CONCEPTUAL DESIGN SECURITY SITE PLAN SCALE: 1" = 20'-0" REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DESCRIPTOR Q VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME 2-*s£Zn SMOORE J PIERCE KING
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8 7
6 5\4 3
2 1
GENERAL NOTES:
1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
ETHERNET CABLE RUNS LENGTHS SHALL NOT EXCEED 328 FEET. FOR LONGER RUNS, UTILIZE FIBER OPTIC CABLE WITH MEDIA CONVERTERS.
SEE BMCD-GWREMED-E109 AND BMCD-GWREMED-E110 FOR WELL FIELD AND INJECTION SYSTEMS COMMUNICATION SYSTEM ARCHITECTURE.
WESTERN AREA TREATMENT FACILITY CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM LEGEND CONCEPTUAL DESIGN ANALOG ETHERNET FIBER DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME DKING D KING JPIFRCF RJENSON F I IOYD
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CIMARRON PUMP AND TREAT SYSTEM PROJECT INSTRUMENTATION AND CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM VFS-EPM-QDO-DWG-J-115 I a>EET 1 H
D
GENERAL NOTES:
1.
FOR DOMESTIC WATER PLUMBING SEE DRAWING VFS-EPM-000-DWG-P-100 AND VFS-EPM-000-DWG-P-500.
[2^> HEAT PUMP, CARRIER SERIES 50TCQ-17-24-03PD, 20 TON UNIT.
FAN, 12" AXIAL DIRECT DRIVE, DAYTON MODEL DR12HFA.
[T> FAN, 24" TPI MODEL CE24-DS.
EYEWASH, PEDESTAL MOUNT. BRADLEY SERIES S19214.
FAN, 24 FT, BIG ASS FAN BASIC MODEL 6.
FAN, 14 FT, BIG ASS FAN BASIC MODEL 6.
[T> NOT USED.
LOUVER, 36" x 36", GRAINGER MODEL 3HHN9.
[j0^> HEAT PUMP, CARRIER 50TC SERIES, 5 TON UNIT.
(jT> TANKLESS WATER HEATER, BRADLEY CLE SERIES.
c I------- I I 10 I I____ I B
A 8
E>
-l r7 c
CONCEPTUAL DESIGN MECHANICAL PLAN SCALE: 1/8"=1'-0" DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON
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MBWAUTNWUTf CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY MECHANICAL PLAN VFS-EPM-000-DWG-M-100 sctie SHOWN l eo n*
8 7
6 5l4 3
2 1
GENERAL NOTES:
1.
SEE DRAWINGS VFS-EPM-000-DWG-P-400 AND VFS-EPM-000-DWG-P-500 FOR DOMESTIC WATER AND INSTRUMENT AIR P&ID'S.
RUN WATER MAIN LINE THROUGH WALL. ROUTING AND DROP
'-------- LOCATIONS TO BE DETERMINED BASED ON EQUIPMENT AND PROCESS NEEDS.
NOT USED.
F
4.
INTERIOR/ EXTERIOR HOSE BIB LOCATIONS NOT SHOWN.
5.
FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
6.
OFFICE SPACE PLUMBING SPECIFICS ARE IN CONSTRUCTION SPECIFICATIONS 223300, 221119, AND 221113.
LEGEND V-------V-----------V---------V DOMESTIC WATER LINE

SS---------ss---------SS---------SS-SANITARY SEWER LINE o

o?
POTABLE WATER LINE PIPE RISER UP PIPE DOWN

£>-£ PIPE DOWN WITH HOSE CONNECTION ABBREVIATIONS POTW - POTABLE WATER SVW - SERVICE WATER C

O xw A
8 7
6 PLAN SCALE: 1/8" I'-o" REF NUMBER TITLE DESCRIPTION DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
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l 3
CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suile 300 Richland, WA 99352 NAME S MOORE J WILSON
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CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR su F
VFS-EPM-000-DWG-P-100 E
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P-50 UP-502 BFP-001 GRUNDFOS WATTS HYDRO MULTI-B/E LF-009-NRS-S-FDA 3 2 CME 10-3, 5 HP PUMPS BFP-002 WATTS LF-009-NRS-S-FDA 3 BFP-003 WATTS LFU-009-M2-QT-S 2 BFP-004 WATTS LFU-009-M2-QT-S 2 SITE SEPTIC SYSTEM (BMCD) l~WATF BUILDING PROCESS AREA VALVE VAULT FLOW METER (BURNS & MCDONNELL)
VALVE (BURNS & MCDONNELL)
WATF DOMESTIC WATER CONNECTION fWATF BUILDING "
I OFFICE SPACE OFFICE BATHROOM FIXTURES (SINK/TOILET) 15 GAL DAY V-515 HXJ-fcfcK
\/ K1(5 i 1 1/4" CPVC SCH 80 1 1/4" CPVC SCH 8
£^1 1/4" X nLJ 1 1/4" X 3/4" C7 1 1/4" X 3/4" V-519 X 3/4" V-520 V-521 HXH&l}.
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2 1/2" CPVC SCH 8 u
2 1/2" CPVC SCH 80
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-2 1/2" CPVC SCH 80 W21/2"X2"
[- 2" PVC SCH 80 V-529 J-txxh-fBFP-003" V-531
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1 1/4" CPVC SCH 80 L_V_______
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ZONE E8 TO URANIUM IX TREATMENT
[-IP-115 SHEET~T>
ZONE B8 TO URANIUM IX TREATMENT l [-IP-115 SHEET 2 >
ZONE B6 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON WATF BUILDING AREA
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.J DESCRIPTION GENERAL NOTES
[T^> INITIAL SETTING 80 PSIG, DETERMINE SETTING DURING STARTUP TESTING.
[T^> INITIAL SETTING 35% OPEN, DETERMINE SETTING TO MAINTAIN A PUMP RUNNING DURING STARTUP TESTING.
E>
INITIAL SETTING 45 PSIG, DETERMINE SETTING DURING STARTUP TESTING.
WOODFORD FREEZELESS UNDERCOVER WALL HYDRANT MODEL 68.
SMITH-COOPER INTERNATIONAL BRASS NO-KINK HOSE BIBB, MODEL 01901681L (3/4" FIP), OR MODEL 01901691L (3/4" MIP) OR EQUIVALENT LEAD FREE NSF 61. INSTALL LEAD FREE HOSE END VACUUM BREAKER (SMITH-COOPER INTERNATIONAL MODEL 0190167IIL OR EQUIVALENT).
WATTS 909AGF AIR GAP DISCHARGE OUTSIDE.
INITIAL SETTING 70 PSIG.
CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME BftJuVW IV V DAVISON S MOORE J WILSON D SMITH*"
FI IOYD PE SIGN AUTHORITY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY P&ID DOMESTIC WATER VFS-E P M-000-DWG-P-500 NONE l<<
8 7
GENERAL NOTES:
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.
F
2.
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
3.
ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
4.
ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR ELEVATION, ASSIGNED THE DATUM O'-O".
5.
THE DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ANY EXISTING STRUCTURES WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW.
E PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE STANDARD DETAIL FROM THOSE PROVIDED.
8.
PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 611.
9.
FOUNDATION DESIGN REACTIONS AND FINAL COLUMN LOCATIONS ARE BASED UPON PRE-ENGINEERED METAL BUILDING CALCULATIONS. ALL BUILDING MODIFICATIONS PRIOR TO CONSTRUCTION MUST BE REVIEWED BY MANUFACTURER AND ENGINEER OF RECORD.
10.
CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR.
D DESIGN CRITERIA (PER 2018 IBC AND ASCE 7-16)
VERTICAL LOADS:
SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS, UNIFORM LIVE LOADS, UNIFORM SNOW LOADS, DRIFT SNOW LOADS, AND COMPONENT WIND UPLIFT LOADS.
A.
DEAD LOADS:
ROOF (FLAT) 10 PSF + FRAMING WEIGHT COLLATERAL 10 PSF B.
LIVE LOADS (IBC 1607):
ROOF LIVE LOAD 20 PSF MEZZANINE 60 PSF C.
SNOW LOADS (IBC 1608):
GROUND SNOW LOAD Pg=15 PSF UNIFORM ROOF SNOW LOAD Pm=20 PSF D. SNOW EXPOSURE FACTOR: Ce<<1.0 SNOW LOAD IMPORTANCE FACTOR:
ls=1.0 THERMAL FACTOR:
Ct=1.0
LATERAL LOADS:
c WIND DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018)
VELOCITY (3-SEC.-GUST)
V = 110 MPH EXPOSURE C
RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT
+/-0.18 SEISMIC DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018)
RISK CATEGORY II IMPORTANCE FACTOR 1.00 RHO (N-S) 1.0 RHO (E-W) 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
Ss =
0.245 S1 =
0.070 SEISMIC SITE CLASS D
DESIGN SPECTRAL RESPONSE COEFFICIENTS:
Sds =
0.262 Sdl =
0.116 SEISMIC DESIGN CATEGORY B
SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR:
SPECIAL STEEL MOMENT FRAME R= 8.0 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R= 6.0 B
SEISMIC RESPONSE COEFFICIENT Cs 0.139 DESIGN BASED SHEAR 0.139W ANALYSIS PROCEDURE; EQUIVALENT LATERAL FORCE PER ASCE 7-16,12.8 FOUNDATION NOTES:
1.
FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.
A
2.
FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.
3.
EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL.
PLACE A 12 THICK LAYER OF 3/4 MINUS CRUSHED ROCK OVER FABRIC.
7 6
5 CONCRETE NOTES:
1.
CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-14 COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED.
2.
CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
ACI 117 -
STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.
ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE.
ACI 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 305 -
HOT WEATHER CONCRETING.
ACI 306 -
COLD WEATHER CONCRETING.
3.
UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE MEASURED AS PER ASTM El 155:
OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, Fl>15 MINIMUM LOCAL LEVELNESS NUMBER, Fl>10
4.
ALL SAWN CONTROL JOINTS ARE TO BE CUT WITHIN 12 HOURS AFTER THE FLOOR SLAB IS POURED, SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR TRAFFIC AS PER ACI 302.
5.
ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER PLACEMENT, AS PER THE RECOMMENDATIONS OF ACl 302, UNLESS NOTED OTHERWISE.
6.
ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1
7.
ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD NUT TO ANCHOR ROD.
8.
REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE ON VFS-EPM-000-DWG-S-101-2 UNLESS NOTED OTHERWISE.
9.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED)
(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" (B) CONCRETE EXPOSED TO EARTH OR WEATHER:
6 THROUGH #18 BARS: 2"
5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS. WALLS. JOISTS
14 AND 18 BARS: 1 1/2"
11 BAR AND SMALLER: 3/4" BEAMS. COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" SHELLS. FOLDED PLATE MEMBERS
6 BAR AND LARGER: 3/4"
5 BAR, W31 OR D31 WIRE, AND SMALLER: 1/2" ID. CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT HY.2D0 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED EQUAL.
SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED.
11.
CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON STRONG BOLT OR ENGINEER APPROVED EQUAL. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED.
12.
REINFORCING DOWEL ADHESIVE SHALL BE HILTI HIT HY.200 ADHESIVE, OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.
13.
ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4" x 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE PER ACI 318.
14.
THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE.
REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.
15.
CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302.
16.
PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING.
17.
DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.
18.
UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.
11l3 CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT.
2.
MATERIALS:
ADHESIVE: HILTI-HIT-HY-200
3.
INSTALLATION:
A.
INSTALL PER ESR REPORT IN CLEAN HOLES.
4.
DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
CONCRETE - EXPANSION ANCHORS NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
2.
MATERIALS:
HILTI ANCHORS: KWIK-BOLT TZ
3.
INSTALLATION:
A.
USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER.
B.
CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS.
4.
DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
5.
PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
STEEL NOTES:
1.
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS:
A.
ALL W & WT SHAPES SHALL CONFORM TO A992 (50 KSI)
B.
ALL PLATES, CHANNELS, ANGLES, BARS AND FLATS SHALL CONFORM TO A36 (36 KSI)
C.
ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500, GRADE B (46 KSI) (46 KSI FOR SHAPED & 42 KSI FOR ROUND)
D.
ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI)
2.
ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AND THE AISC REPORT NO. 13.
3.
ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS (A325) UNLESS OTHERWISE NOTED ON THE DRAWING. THE MINIMUM NUM8ER OF BOLTS PER CONNECTION SHALL BE TWO (2). BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" WITH SPECIAL INSPECTION PERIODIC MONITORING PER IBC 1705.2.
CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. UNLESS NOTED OTHERWISE, ALL CONNECTIONS ARE TO BE STANDARD, SIMPLE SHEAR FRAMED CONNECTIONS WITH A SHEAR CAPACITY OF AT LEAST 50% OF THE TOTAL CAPACITY OF THE MEMBER. IF MEMBER FRAMING CONNECTIONS ARE NOT SPECIFICALLY DESIGNED AND DETAILED ON THE CONTRACT DRAWINGS BY THE ENGINEER OF RECORD, THE FABRICATOR IS ALLOWED TO SELECT CONNECTION TYPES WHEN PREPARING SHOP DRAWINGS. THE FABRICATOR'S DETAILERS AND CHECKERS MAY DETERMINE THE APPROPRIATE CONNECTION EITHER BY SIMPLE CALCULATION OR BY SELECTION FROM TABLES SHOWN IN A.I.S.C. PUBLICATIONS.
THESE CONNECTIONS SHALL BE INDICATED AS FABRICATOR SELECTED ON THE SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION.
4.
ERECTION AND FABRICATION SHOP DRAWINGS FOR STRUCTURAL STEEL WILL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO COMMENCING FABRICATION.
ALL DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO BEING SUBMITTED FOR THE ENGINEER OF RECORDS REVIEW.
5.
BOLT HOLES SHALL BE BOLT DIAMETER + 1/16". BOLT END AND EDGE DISTANCES AND BOLT LENGTHS SHALL BE PER AISC SPECIFICATION 360, SECTION J3.3 AND J3.4, UNLESS NOTED OTHERWISE. BASE PLATE BOLT HOLES MAY BE OVERSIZED BY 1/8".
6.
ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.1:2010. WELDERS PERFORMING THE WORK SHALL HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. WELDING FOR ATTACHING STEEL DECKING MAY BE MADE WITH E60 ELECTRODES, ALL WELDS SHALL BE SPECIAL INSPECTED PER IBC 1705.2 AND AWS 101.1.
7.
FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDING.
6.
ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL HAVE 3/16" CAP PLATES AND SEAL WELDS ALL ROUND.
9. WELDED STEEL GRATING SHALL HAVE 1 1/4"x 3/16" BEARING BARS AT 1 3/16" C/C WITH CROSS BARS AT 4" C/C. BEARING BARS SHALL CONFORM TO ASTM A-569. GRATING LIMITS ARE TO BE THE CENTER LINE OF WIDE FLANGE MEMBERS, OR EDGE OF CHANNEL MEMBERS UNLESS NOTED OTHERWISE. WELD GRATING TO SUPPORTING MEMBERS EVERY 6TH BAR WITH 3/16" x 2" LONG FILLET WELDS, 4 WELDS PER PANEL MINIMUM.
2 1
12.
IN ADDITION TO THE STANDARDS OUTLINED IN THE MANUAL FOR STEEL CONSTRUCTION, THE FOLLOWING TOLERANCES MUST ALSO BE FOLLOWED, AS OUTLINED IN AISC TECHNICAL REPORT NO. 13; SWEEP IS NOT TO EXCEED 1/4" IN A 50 FOOT BEAM LENGTH, CAMBER IS NOT TO VARY FROM THE CAMBER GIVEN ON THE DRAWING BY MORE THAN 1/4" IN A 50 FOOT BEAM, SQUARENESS IS TO BE WITHIN 1B INCHES OF EACH GIRDER END, THE FLANGE SHALL BE FREE OF CURVATURE AND NORMAL TO THE GIRDER WEB.
F
13.
COLUMN BASE PLATES SHALL BE WITHIN 1/16 IN OF THEORETICAL ELEVATION AND BE LEVEL WITHIN 0.01 INCHES ACROSS THE PLATE LENGTH OR WIDTH.
14.
PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE OR PER PLANT STANDARDS.
STAINLESS STEEL NOTES:
1.
STAINLESS STEEL TUBES (HSS) SHALL BE TYPE 304 STAINLESS STEEL. STAINLESS STEEL PLATE SHALL BE TYPE 304/304L CONFORMING TO ASTM A240 OR EQUAL.
2.
ALL WELDING OF STAINLESS STEEL SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.6:2007, WITH APPROPRIATE STAINLESS STEEL ELECTRODES.
ANCHOR RODS NOTES:
1.
ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE.
2.
FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.
3.
FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.
4.
A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.
5.
NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
6.
HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
COLD-FORMED STEEL NOTES:
1.
ALL COLD FORMED STEEL MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.
2.
METAL STUDS SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS WITH (2) #10 SCREWS. METAL STUD MEMBERS IN CONTINUOUS CONTACT SHALL BE CONNECTED WITH #10 SCREWS AT 12" C/C MINIMUM, FY <<* 33 KSI.
3.
CONTRACTOR SHALL SUBMIT A SET OF MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR METAL STUD FRAMING FOR APPROVAL. DESIGN DOCUMENTS ALONG WITH THE APPROVED INSTALLATION PROCEDURES SHALL BE THE BASIS FOR ACCEPTANCE OF METAL STUD FRAMING.
4.
BOTTOM TRACK AT NON-SHEARWALLS SHALL BE CONNECTED TO CONCRETE FOUNDATION OR FLOORS WITH POWER ACTUATED FASTENERS AT 12" C/C. POWER ACTUATED FASTENERS SHALL BE HILTI X-U WITH V EMBEDMENT OR SIMPSON PDPH WITH 1 EMBEDMENT. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.
METAL STUDS AND TOP AND BOTTOM TRACK OF FASTENERS AT SHEAR WALLS SHALL BE PER PROVIDED SHEAR WALL SCHEDULE. ATTACHMENT OF STUDS OR TRACK TO ADJACENT STRUCTURE SHALL BE PER PROVIDED DETAILS.
5.
UNLESS NOTED OTHERWISE, ALL HEADERS FOR OPENINGS UP TO 4'-0" WIDE SHALL BE HDR1 PER THE PROVIDED SCHEDULE. ALL OTHER COLD FORMED STEEL HEADERS SHALL BE PER THE PROVIDED SCHEDULE AS NOTED ON THE DESIGN DRAWINGS.
6.
SPLICE ALL TOP LIGHT GAUGE TRACKS PER TYPICAL STEEL TRACK SPLICE DETAIL.
SPLICES IN FRAMING COMPONENTS, OTHER THAN TOP TRACKS, SHALL NOT BE PERMITTED.
c
7.
ALL STEEL WALL STUDS SHALL BE 600S162-33 OR 600S162-43, UNLESS NOTED OTHERWISE.
B. ALL STUDS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS WITH 1 5/6" FLANGES, UNLESS NOTED OTHERWISE.
9.
STEEL STUD DESIGNATIONS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) DESIGNATIONS FROM ICC ESR-3064P.
10.
ALL METAL STUD FRAMING MEMBERS SHALL BE ZINC COATED AND BEAR PROPER IDENTIFICATION MARKINGS IN ACCORDANCE WITH SSMA STANDARDS.
O l

~~19.~~
~~20.~~
~~22.~~
~~23.~~
~~24.~~
~~HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE-APPROVED BY THE ENGINEER OF RECORD.~~
~~THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/8 INCH.~~
~~PROVIDE (1)2-0 LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 1/3 OF THE SLAB-ON-GRADE.~~
~~GROUT MATERIAL FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL SHALL BE NONMETALLIC, NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107.~~
~~REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT CONFORMS TO ACI 318-11, CLASS B" SPLICES.~~
REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND 10 OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED.
~~] ]~~
~~CONCEPTUAL DESIGN~~
~~© VEOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com EMBEDDED ANGLES CONFORM TO ASTM A36 OR EQUAL.~~
~~AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR "WATER CURED".~~
~~REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6~~
~~j 5~~
~~f 4~~
~~l 3~~
~~NAME J KIENHOLZ D NFI SON~~
~~'S MOORE J WILSON E l.LOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS F~~
~~WIONO VFS-EPM-000-DWG-S-101 B~~
~~SCALE NONE l EOT I SHEET 1 OF 2~~
A
~~8 COLD-FORMED STEEL NOTES: (CONTINUED) 7 6~~
~~ABBREVIATIONS:~~
11. LENGTH OF UNTHREADED DRILLING" PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
~~F ALL STRUCTURAL MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION.~~
13. ALL METAL STUDS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM C955, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR STUDS AND TRACKS, UNLESS OTHERWISE NOTED.
~~14. ALL METAL STUDS AND TRACKS SHALL BE ZINC COATED MEETING ASTM A653, G-60, OR EQUIVALENT.~~
~~15. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING.~~
E
~~16.~~
~~ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.~~
~~17.~~
~~ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.~~
~~18.~~
~~TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.~~
~~19.~~
~~COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.~~
~~20. WHERE SUB-FLOORS OR DECKING DO NOT PROVIDE LATERAL SUPPORT. FLOOR JOISTS MUST BE BRACED AT ALL BEARING POINTS AND AT INTERVALS WITHIN SPANS.~~
~~FOR JOISTS IN CONTINUOUS SPAN CONDITIONS, PORTIONS OF THE BOTTOM FLANGES ARE IN COMPRESSION AND MUST BE LATERALLY BRACED. BASED ON DESIGN REQUIREMENTS, BETWEEN SOLID BLOCKING.~~
~~21.~~
METAL STUD SHEAR WALLS SHALL BE CONSTRUCTED WITH 1/2" APA STRUCTURAL 1 RATED PLYWOOD PLACED WITH THE LONG DIMENSION PERPENDICULAR TO STUDS.
FASTEN SHEATHING WITH NO.8 SELF-DRILLING FLAT OR WAFER HEAD SCREWS AT 6" C/C AT ALL PANEL EDGES AND BLOCKING LINES AND 12" C/C AT STUDS IN PANEL FIELD. PANEL EDGES MAY BE BLOCKED WITH 1 1/2" X 33 MIL CONTINUOUS STRAP WITH (1) NO. 8 AT EACH STUD.
~~22.~~
LENGTH UNTHREADED DRILLING" PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
STATEMENT OF SPECIAL INSPECTION NOTES:
1.
IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
2.
~~WELDING OF CONSTRUCTION OTHER THAN STRUCTURAL STEEL: SPECIAL INSPECTION PER TABLE 1705.2.2 OF THE IBC.~~
3.
~~STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705.2 OF THE IBC AND AISC 360 AND AISC 341.~~
4.
CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI.
5.
~~SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341.~~
6.
POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR.
METAL BUILDING NOTES:
~~1. INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER.~~
B AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISH FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE AR ANCHOR ROD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BM BEAM BOB BOTTOM OF BEAM BOBP BOTTOM OF BASE PLATE BOD BOTTOM OF DECK BOF BOTTOM OF FOOTING BP#
BASE PLATE NUMBER C/C CENTER TO CENTER CIP CAST-IN-PLACE CJ CONSTRUCTION JOINT CL CLEARANCE CLR CLEAR COC CENTER LINE OF COLUMN COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COTF CLEAN OUT TO FLOOR CTR CENTER CP CONTROL POINT DB DOUBLE DET DETAIL DIA DIAMETER DIAG DIAGONAL DICA DRILLED IN CONCRETE ANCHOR DIM DIMENSION DJ DUMMY JOINT DL DEAD LOAD DN DOWN DSL DRIFT SNOW LOAD DWL DOWEL (E)
EXISTING EA EACH EF EACH FACE EJ EXPANSION JOINT EL OR ELEV ELEVATION EMBED EMBEDMENT EQ SP EQUALLY SPACED EW EACH WAY FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FIN FINISHED FL FLOOR FOS FACE OF STUD FOW FACE OF WALL FS FLOOR SINK FT FOOT; FEET FT#
FOOT TYPE - NUMBER FTG FOOTING GB GYPSUM BOARD H
HIGH HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION ICBO INTERNATIONAL COUNCIL OF BUILDING OFFICIALS IN INCH; INCHES INT INTERIOR JB JOIST BEARING JST JOIST JT JOINT K
KIP; KIPS A
8 7
6 5l4 3
2 1
SYMBOLS:
KSI KIPS PER SQUARE INCH L
ANGLE LB POUND; POUNDS LF LINEAR FOOT LL DOUBLE ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N
NORTH N-S NORTH-SOUTH NS NEAR SIDE NTS NOT TO SCALE OPP OPPOSITE HAND OVS OVERSIZE OWJ OPEN WEB JOIST P
PRESSURE PAF POWER ACTUATED FASTENER PCF PER CUBIC FOOT PEMB PRE-ENGINEERED METAL BUILDING PERP PERPENDICULAR PL PLATE PLF PER LINEAR FOOT PP PANEL POINT PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT R
RADIUS REF REFERENCE REINF REINFORCEMENT; REINFORCING REQD REQUIRED SC SCALE SCJ SAWN CONTROL JOINT SECT SECTION SIM SIMILAR SJ STEEL JOIST SL SNOW LOAD SOG SLAB ON GRADE STD STANDARD SPEC SPECIFICATION SQ SQUARE SSL STAINLESS STEEL STIFF STIFFENER STL STEEL STRUC STRUCTURAL T&B TOP AND BOTTOM TEMP TEMPORARY TOC TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOS TOP OF STEEL TOSW TOP OF STEM WALL TOT TOP OF TRACK TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W
WIDE; WIDTH W/
WITH W/O WITHOUT WF WIDE FLANGE WP WORK POINT WUL WIND UPLIFT LOAD I
NEWCMUWALL SHEAR WALL METAL DECK SPAN DIRECTION STEEL COLUMN NEW CONCRETE SLAB
>(UP)^
> BRACED FRAME V(DN)*
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON EXPANSION ANCHOR SCHEDULE ANCHOR HILTI KWIKBOLT TZ SIMPSON STRONG BOLT DIAMETER SHALLOW STANDARD DEEP SHALLOW STANDARD DEEP 1/2" 2-3 1/4" 2 3/4" 3 7/8" 5"
5/8" 3 1/8" 4"
3 3/8" 5 1/8" 6 1/8" 3/4" 3 3/4" 5"
4 1/8" 5 3/4" 7 1/2" 1"
5 1/4" 9 3/4" CONCEPTUAL DESIGN DESCRIPTION
© VOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com NAME jk Tfn hoi 7
'3hst D NELSON
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F 1 1OYD DESK* AUTHORITY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS h
VFS-E PM-000-DWG-S-101 B
SOAtE NONE I EOT I SHEET 2 OF 2
WATF FOUNDATION - PLAN SCALE: 1/8"=1'-0" 0'
4 NOTES:
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-OOO-DWG-S-115 SHEET 3 FOR REINFORCEMENT.
SEE BURNS & McDonald CIVIL dr awin gs for fin ish floor ELEVATION.
SEE VFS-EPM-OOO-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE.
LOCATE PIPE SUPPORTS PER GENERAL ARRANGEMENT DRAWING. SEE VFS-EPM-OOO-DWG-S-115 SHEET 4 FOR PIPE SUPPORT.
SEE SHEET 2 FOR TRENCH AND SUMP LOCATIONS, AND SLOPE OF SLAB.
FOOTING SCHEDULE KEY:
FOOTING TYPEs.
DIMENSION WIDTH FTX-XX DIMENSION LENGTH FOOTING DIMENSIONS REINFORCEMENT PEDESTAL REMARKS/DETAILS L
W T
TOF, UNO EQ SP EW A
B C
D FT1-55 5'-0" 5'-0" 2-0"
(-)2'-0" (6>#5, TOP & BOTTOM 0'-9" r-o" r-3" DETAIL 3/S-115 SHEET 1 (END COLUMNS)
FT2-55 5'-0" 5'-0" 2-0"
(-)2-0" (6) #5, TOP & BOTTOM r-o" r-o-1'-0" r-o" DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS)
FT1-66 6'-6" 6'-6" 2-0"
(-)2'-0" (7) #5, TOP & BOTTOM 0'-9" r-o" r-3" DETAIL 3/S-115 SHEET 1 (END COLUMNS)
FT2-66 6'-0" 6'-0" 2'-0"
(-)2-0" (7) #5, TOP & BOTTOM 1'-0" r-o' r-o" r-o" DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS)
FT1-1010 10-0 10-0" 2'-0"
(-)2-0" (11) #5, TOP & BOTTOM 0'-9" V-0" r-3° DETAIL 1/S-115 SHEET 1
-HEADED BOLT OR THREADED ROD WITH DOUBLE NUT
¥'
BOLT DIA A
B 1/2" 6"
2" 5/8" 8"
2" 3/4" 10" 2"
7/8" 12" 2"
1" 14" 3"
1 1/8" 16" 3"
1 1/4" 16" 3"
1 1/2" 20" 3"
ANCHOR BOLT DETAIL SCALE: NONE NOTE:
~~1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36.~~
SEE VFS-EPM-OOO-DWG-S-120 FOR BP1
- 2'-6"x2'-6x12" FOOTING, (3) 05 REBAR TOP AND BOTTOM EW, 3" EDGE DISTANCE, TYPICAL 4 PLACES AT CORNERS 2'-0"x2'-0"x12" FOOTING, (3) #5 REBAR TOP AND BOTTOM EW, 3" EDGE DISTANCE, TYPICAL 11 PLACES
© DETAIL - RESIN HANDLING MEZZANINE SCALE: 1/4" P-0" O' 2' CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME "COMPANY JKIFNHOI 7 dne Lson
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VFS-EPM-OOO-DWG-S-110 C
SHOWN l EOT l SHEET 1 OF 2
8 7
6 5J4 3
2 1
TRENCH AND SUMP PLAN SCALE: 1/8" ~ I'-O" 4'
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON SEE VFS-EPM-00D-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-Q00-DWG-S-115 SHEET 3 FOR REINFORCEMENT.
SEE BURNS & MCDONALD CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION.
~~4. SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE.~~
CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME JKIENHOI 7 D NELSON S MOORE J WILSON ELLOYrT CEEOJAUTJHDsrr*
CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN F
V FS-E P M-000- DWG-S-110 C
SHOWN I eot l she et 2 or 2
8 7
6 F
J1 3
NOTES:
_2l1
1.
~~SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
2.
SEE CIVIL FOR PLAN LOCATIONS, VFS-EPM-000-DWG-C-110.
F E
E D
C B
^fl2K>ANK FOUNDATIONS Vg-110/ SBACE' W = r-tr SECTION SCALE: 1 1/2"= r-0" D
c A
8 7
CONCEPTUAL DESIGN VEOUA NUCLEAR SOLUTIONS g
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VFS-EPM-000-DWG-S-114 C
DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE SHOWN leer I SHEET 1 OF 1 6
l 5
f 4
l 3
l 2
l 1
7 6
5{4 3
2 1
NOTES:
~~1. SEEVFS-EPM-00D-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
F UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PERACI 318, F
~~2. DIMENSION "A" IS MINIMUM 6.25" DIMENSION "B" IS MAXIMUM 11.25" D~~
D rr\ DETAIL 1"=T-0" c
c B
O x
to A
8 7
6 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON T
CONCEPTUAL DESIGN
© VGOUA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com NAME C,a3--'?OMPAm JKIENHOLZ D NELSON f Tmoorf J WILSON F I I OYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 SHOWN
NOTES:
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
~~2. SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN.~~
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER AC I 318.
aA SECTION bA SECTION SCALE: 3/4" = T-0" SCALE: 3/4" = 1'-0" SECTION SCALE: 3/4M = 1'-0" SECTION SCALE: 3/4" = T-0" NOTE:
~~1. TYPICAL AT DOORS.~~
SECTION
\S-11j?-1 SCALE: 3/4" = T-0" FA SECTION SCALE: NONE
/g A SECTION
\S-11p-1,-2 SCALE: 3/4" = T-0" NOTE:
~~1. ALL JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP.~~
~~' I !=l I l=l I I11 l~l 11' NOTE:~~
~~1. ALL JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP.~~
c hT\ SECTION SCALE: 3/4" = 1-0" SECTION SCALE: 3/4" = T-0"
§ Q
CONCEPTUAL DESIGN
© veouA VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 vwvw.nuclearsolution5.veolia.com A
7 6
REF NUMBER TITLE A
CESCBJ77KW DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
f 4
l 3
REVISIONS NAME J KIENHOLZ d KieLson r 'moorf J WILSON F11OYD 0EEK3< AUTHORITY s'
s' 2
CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS F_____
sw.e SHOWN VFS-EPM-000-DWG-S-115 I-I"" 3
<< 5 1
A B
GIRTS PER BUILDING MANUFACTURER 12" NOTES:
GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT PI 001, SEE NOTE 4 FOR ACTUAL SPACING (2) UNISTRUT PI346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1001 UNISTRUT P2072A SQ WITH 1/2" DIAHILTI KWIK BOLT TZ WITH 2 3/8" EMBED
- UNISTRUT P1001 VERT SUPPORT AT 8'-0" LONG MAX GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT P1000 (2) UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
~~2. SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN.~~
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER ACI 318.
UNISTRUT P1000 DETAIL - WALL PIPE SUPPORTS SCALE: r=1'-0" DETAIL - FLOOR PIPE SUPPORTS scal e: r = r-o" u\ DETAIL - ROOF PIPE SUPPORTS SCALE: 1"**1M>"
PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT PI 346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 UNISTRUT P1000, TYP HOFFABOOT, SEE DETAIL 15 PL.pl UNISTRUT P2348 WITH (4)1/2" DIA BOLTS AND SPRING NUTS IN AND BASE PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND(1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 UNISTRUT P1000, TYP D
HOFFA BOOT, SEE DETAIL 15 DETAIL - PIPE SUPPORTS - EXTERIOR scale
~~r = r-o 1 1~~
/
(2) #5 BARS-SECTION B 15\ DETAIL-PIPE SUPPORT EXTERIOR SCALE: 1 1/2"= V-0"
-A A A
-UNISTRUT P2072A SQ WITH 1/2" DIAHILTI KWIK BOLT TZ W1TH2 3/8" EMBED GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS
- UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000
- UNISTRUT P1000, TYP CONCEPTUAL DESIGN
© DETAIL - FLOOR PIPE SUPPORTS - INTERIOR
- J SCALE: r = r-on REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON O VGOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com NAME JKfFNHOI7 D NELSON B MOORF j WILSON fm oyt T CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 SHOWN IE
8 7
6 5[4 3
2 F
E DETAIL ALL GRADES OF STEEL:
RECOMMENDED END HOOKS, ALL GRADES OF STEEL BAR SIZE D
180° HOOKS 90° HOOKS AORG J
AORG
~~3 2 1/4" 5"~~
~~3" 6"~~
~~4 3n 6"~~
~~4" 8"~~
~~5 3 3/4" 7"~~
~~5" 10"~~
~~6 4 1/2" 8"~~
~~6" r-o"~~
~~7 5 1/4" 10" 7"~~
~~1-2"~~
~~8 6"~~
11" 8"
1'-4"
~~9 9 1/2 1-3" 11 3/4" 1-7"~~
~~10 10 3/4" r-5n 1'-1 1/4" r-to-~~
~~11 12" 1-7" T-2 3/4" 2'-0"~~
~~14 18 1/4" 2'-3" 1'-9 3/4" 2-7"~~
~~18 24" 3'-0" 2'-4 1/2" 3'-5" 1.~~
D
= FINISHED INSIDE BEND DIAMETER.
2.
= NOMINAL BAR DIAMETER.
3.
MIN. D
= 6dD FOR #3 THROUGH #8.
4.
MIN. D
= 8d0 FOR#9, 10AND#11.
5.
MIN. D
= 10 do FOR #14 AND #18.
STANDARD BAR BENDS SCALE: 3/4" = 1'-0" BAR SIZE D
90° HOOKS 135° HOOKS AORG AORG H*
~~3 1 1/2" 4"~~
~~4" 2 1/2"~~
~~4 2"~~
~~4 1/2" 4 1/2" 3"~~
~~5 2 1/2" 6"~~
~~5 1/2" 3 3/4"~~
~~6 4 1/2" 1'-0 8"~~
~~4 1/2"~~
~~7 5 1/4" 1-2" 9"~~
~~5 1/4"~~
~~8 6"~~
~~1'-4" 10 1/2" 6"~~
~~- H DIMENSION IS APPROXIMATE 135c 90° fc = 2500 psi LENGTH (INCHES)~~
~~BAR SIZE LAP CLASS TOP BARS OTHER BARS~~
~~3 A~~
24 18 B
31 24
~~4 A~~
32 24 B
41 32
~~5 A~~
39 30 B
51 39
~~6 A~~
47 36 B
61 47
~~7 A~~
55 42 B
71 55
~~8 A~~
63 48 B
82 63
~~9 A~~
71 54 B
92 71
~~10 A~~
78 60 B
102 78
~~11 A~~
86 66 B
112 86 fc = 3000 psi LENGTH (INCHES)
BAR SIZE LAP CLASS TOP BARS OTHER BARS
~~3 A~~
22 17 B
28 22
~~4 A~~
29 22 B
38 29
~~5 A~~
36 28 B
47 36
~~6 A~~
43 33 B
56 43
~~7 A~~
50 39 B
65 50
~~8 A~~
57 44 B
75 57
~~9 A~~
65 50 B
84 65
~~10 A~~
72 55 B
93 72
~~11 A~~
79 61 B
102 79 NOTES
1.
TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
STANDARD BAR BENDS SCALE: 3/4"=1'-0"
2.
TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-14, SECTIONS 25.4.2 AND 25.5.2, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
3.
CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS BEAMS OR COLUMNS:
F CASE 1 COVER AT LEAST 1.Odp AND C.-C. SPACING AT LEAST 2.0 dD.
CASE 2 COVER LESS THAN 1,0 dp OR C.-C. SPACING LESS THAN 2.0 d.
D PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER LAP SPLICE SCHEDULE ALL OTHERS:
CASE 1 COVER AT LEAST 1.0 dp AND C.-C. SPACING AT LEAST 3.0 do.
CASE 2 COVER LESS THAN 1.0 dj, OR C.-C. SPACING LESS THAN 3.0 d,,.
- CONC FND WALL PER FOUNDATION PLAN LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.0 I AND CLASS B= 1.3 ld (ACI 318-14, SECTION 20.5.2).
ACI 318-14 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS AND ARE NOT SHOWN FOR CLARITY.
D TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
HORIZ REINF PER PLAN VERT REINF PER PLAN EXTEND HORIZ REINF TO 2n FROM EDGE OF INTERSECTING WALL
7.
~~FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.~~
8.
FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS CONCRETE COVER AND SPACING TOP BARS OTHER BARS COVER < 3.0 dD OR C. -C. SPACING < 7.0 d^
1.7/1.3=1.31 1.50 COVER > 3.0 dD OR C. -C. SPACING > 7.0 d*
1.20 1.20
9.
ALL CALCULATIONS SHOWN ABOVE ARE ASSUMED TO BE CASE 2.
c REINF CORNER WALL LAP SPLICE SCALE: 3/4"= 1'-0" LAP SPLICE AND DEVELOPMENT LENGTH SCALE: NOT TO SCALE c
CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON Q VEOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com NAME jk Tenh olz cTne Lson s'MOORE jw Tlson l' E LLOYD DESCNAUTHWirr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS F VFS-EPM-000-DWG-S-115 B SHOWN r,-
IE 1
VFS-EP M-00Q-D WG-S-115
PARTS/MATERIAL LIST ITEM NO.
QTY.
PART NUMBER TITLE DESCRIPTION MATERIAL/REFERENCE 1
WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID N/A N/A 2
1 VFW-EPM-000-DWG-M-110 SKID FRAME WESTERN AREA TREATMENT FACILITY SKID FRAME N/A 3
AR 20893104 FLEXIBLE HOSE 2", CORRUGATED EPDM CONTINENTAL 4
6 1700DL SERIES COUPLER 2' DRY DISCONNECT KAMVALOK 5
6 1600AN SERIES ADAPTER 2' ADAPTER FOR DRY DISCONNECT KAMVALOK 6
3 PROCESS VESSEL 48" DIA.
TBD 7
2 EJA-530E PRESSURE TRANSDUCER WITH VALVE YOKOGAWA 8
1 A242408LP PLC ENCLOSURE 24x24x8 HOFFMAN 9
1 FLT93B-AB00 LEAK DETECTOR FLT93B FLEXSWITCH FCI 10 1
52005381 PH ELEMENT NPT THREADED INPRO4260I METTLER TOLEDO 11 1
52402401 PH HOUSING INTRAC 787 INPRO METTLER TOLEDO 12 1
l&C RACK HSS2X2X.25 OTS STAINLESS STEEL 13 4
EJA110E-JHS5G-912DJ/FF1/D1/N4 DIFFERENTIAL PRESSURE TRANSMITTER WITH VALVE BLOCK YOKOGAWA 14 1
MH4BF07-60-2SH MOTOR OPERATED VALVE 3" FLANGED VALVE INDELAC 15 1
DS3-3 INLINE STATIC MIXER 3INX19IN LG JDMIX 16 2
3" DL2R-36-36-5-36 CHECK VALVE 3IN FLANGED SWING TYPE KECKLEY 17 12 ANH-K5L-G-----03 BALL VALVE 3IN FLANGE WITH POSITION SWITCH PMB 18 1
AFX FLOW METER MAGNETIC YOKAGAWA 19 1
32RFS-36062P34-BK SIMPLEX BASKET STRAINER 3IN RF FLANGE KECKLEY 20 1
58-031-404 UNICOND CONDUCTIVITY SENSOR 2-ELECTRODE METTLER TOLEDO 21 1
LPG4MA-KTC1-SKO ACID DOSING SKID 41 GPD @ 250 PS1115 VAC NOVATECH 22 8
1/2' DIA HILTI KWIK BOLT TZ WITH 3 5/8 EMBED 23 4
ANH-K5L-G-------
BALL VALVE 3IN FLANGE PMB 24 1
SAMPLE BOX ASSEMBLY 25 1
ANH-C5P-G-----
BALL VALVE 1/2' FULL-PORT, FNPT, SS PMB E>
NOTES & SPECIFICATIONS:
DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94.
DIMENSIONS ARE IN INCHES.
TOLERANCES:.X +/-. 1,.XX +/-.03..XXX +/-.005 FRACTIONAL: +/- 1/8 ANGULAR: +/-2 INTERIOR PROCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA.
FOR PENETRATIONS AND MOUNTING OF PANELS SEE ELECTRICAL INSTALLATION DRAWINGS.
BREAK SHARP EDGES, REMOVE BURRS.
WELDING PER AWS D1.6. PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE.
FABRICATION DETAILS AND STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION.
PIPE AND COMPONENTS TO BE WELDED OR FLANGE CONNECTIONS USING FLEXITALLIC CGI-150 APPROXIMATE DRY WEIGHT 14.303 LBS REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CONCEPTUAL DESIGN Q VGOLIA VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Btvd. Suite 300 Richland. WA 99352 mvw.nuclearsolutions.veolia.com ilEfeRCE
~~asa, mum*-~~
E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT VFS-EPM-000-DWG-M-110 3=
8 7
6 5
4 3
2 1
F C
B m
FRONT SCALE 1:16 114' oJ IE m
SIDE SCALE 1:16 IE C
B CONCEPTUAL DESIGN veouA REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME VFS-EPM-000-DWG-M-111 VFS-EPM-000-DWG-M-111 l2 of 4
F
/cP\ SECTION SHEET 3 SCALE: 1:16
^SECTION SHEET 3 SCALE: 1:16 CONCEPTUAL DESIGN
© VGOLIA VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES _
295 Bradley Blvd. Suite 300
§ Richland, WA 99352 ^
www.nuclearsolutions.veolia.com 8
7 6
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
4 KSCSJPTOI 3
[PIERCE CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME VFS-EPM-OOO-DWG-M-111 VFS-EPM-OOO-DWG-M-11 1l 4 o f 4
8 7
F LINES:
AAAW/V PRIMARY PIPING INSTRUMENTATION OR OTHER PIPING TANKS/PITS/BUILDINGS ELECTRICAL POWER OR SIGNAL SKID BOUNDARY DATA LINK FLEX HOSE PROCESS BOUNDARY OPERATIONAL FLOW PIPING/EQUIPMENT:
pod BALL val ve c*d BALL VALVE
[XX] V-PORT BALL VALVE
[X]
GATE VALVE PINCH VALVE lXI BUTTERFLY VALVE INSTRUMENT SYMBOLS:
[XI CHECK VALVE E
'xxxi COMPUTER DIALOG/CONTROL sXXX/j FIELD LOCATED IDENTIFICATION NUMBER A
ELECTRICAL OR CONTROL SIGNAL ( XX IDENTIFICATION NUMBER INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION TABLE)
MAIN SHARED CONTROL OR DISPLAY INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION TABLE)
LOCAL MOUNTED INSTRUMENT H
0 0
SLIDE VALVE MAGNETIC FLOW METER FILTER VARIABLE FREQUENCY DRIVE
© GRAB SAMPLE SAMPLE PORT D
DRAWING CONTINUATION ARROW:
DRAWING CONTINUATION ARROW USED ONLY FOR
> LINES ENTERING OR LEAVING THE FACE OF THE DRAWING CONTINUATION DRAWING AND/OR SHEET NUMBER 9
MOTOR f
PRESSURE OR VACUUM RELIEF QUICK CONNECT

~~HOSE CONNECTION c~~

B ABBREVIATIONS:
B POSITIVE DISPLACEMENT BLOWER BA BURIAL AREA BMCD BURNS & MCDONNELL BS BASKET STRAINER C
CENTRIFUGE CM PR COMPRESSOR CS CARBON STEEL CV CHECK VALVE DV DISCONNECT VALVE DOE DEPARTMENT OF ENERGY FL FAIL LOCKED FC FAIL CLOSE FDR SOLIDS FEEDER FH FLEX HOSE FLT FILTER FO FAIL OPEN GV GAUGE VALVE GPD GALLONS PER DAY H
INTERCONNECTING HOSE HPR HOPPER IX ION EXCHANGE LC LOCKED CLOSED LO LOCKED OPEN MCL MAXIMUM CONTAMINANT LEVEL MOV MOTOR OPERATED VALVE MVD MANUAL VALVE DOUBLE MPa MEGA-PASCALS NC NORMALLY CLOSED NO NORMALLY OPENED P
PUMP P&ID PIPING AND INSTRUMENTATION DIAGRAM PRV PRESSURE RELIEF VALVE PSE PRESSURE SAFETY ELEMENT PVC POLYVINYL CHLORIDE RB RIBBON BLENDER S
SAMPLE PORT T/TK TANK V
VALVE VFD VARIABLE FREQUENCY DRIVE VNSFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES VSL VESSEL/ ION EXCHANGE VESSEL WA WESTERN AREA W/AA WESTERN ALLUVIAL AREA WATF WESTERN AREA TREATMENT FACILITY YS WYE STRAINER l
PIPE CAP
-ll-PIPE FLANGE
-£)-
PIPE REDUCER
-tjXX]- DRY DISCONNECT WITH SHUTOFF lm? FULL PORT DRY DISCONNECT (V)-----[X] ROTARY VALVE l Kl EDUCTOR BASKET STRAINER IWYE STRAINER
[) S IN-LINE SILENCER IN-LINE MIXER (Q)
MECHANICAL VIBRATOR
[>K3 NEEDLE VALVE GAUGE VALVE MOTOR OPERATED VALVE
-X PRESSURE CONTROL VALVE BACK-PRESSURE VALVE A
FLOW CONTROL VALVE ROTAMETER 8
7 6
5 AIR GAP ili
>C^H n
© PRESSURE RELIEF VALVE UNION COMBINATION VACUUM AND PRESSURE REFIEF VALVE TANK VENT TANK VENT WITH BIRD /
INSECT SCREEN CENTRIFUGAL PUMP PERISTALTIC PUMP DIAPHRAGM PUMP METERING PUMP POSITIVE DISPLACEMENT BLOWER SPARGE VESSEL TANK HOPPER i
© VACUUM RELIEF VALVE STREAM NUMBER SCREW CONVEYOR AUTOMATIC DRAIN VALVE REFRIGERATED AIR DRYER HOPPER w
OIL / WATER SEPARATOR WET / DRY AIR RECEIVER LINE NUMBERING:
4 3
2 1
INSTRUMENT IDENTIFICATION (ISA 5.1 R2009)
I FIRST-LETTER SUCCEEDING-LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A
ANALYSIS ALARM B
BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE C
CONDUCTIVITY CONTROL CLOSE D
USER'S CHOICE DIFFERENTIAL DETECTOR DEVIATION E
VOLTAGE SENSOR (PRIMARY ELEMENT)
F FLOW, FLOW RATE RATIO (FRACTION)
G USERS CHOICE GLASS, VIEWING DEVICE H
HAND HIGH 1
CURRENT (ELECTRICAL)
INDICATE J
POWER SCAN K
TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L
LEVEL LIGHT LOW M USER'S CHOICE MIDDLE, INTERMEDIATE N
USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE O USER'S CHOICE ORIFICE, RESTRICTION OPEN P
PRESSURE, VACUUM POINT (TEST CONNECTION)
Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE R
RADIATION RECORD RUN S
SPEED,FREQUENCY SAFETY SWITCH STOP T
TEMPERATURE TRANSMIT U
MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION V
VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER W WEIGHT, FORCE WELL, PROBE X
UNCLASSIFIED X AXIS TROUBLE UNCLASSIFIED UNCLASSIFIED Y
EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, CONVERT z
POSITION. DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED TAG SEQUENCE NUMBER:
(BASED ON P&ID NUMBER)
LINE SERVICE CODE:
PIPE SIZE: air.
PIPING CLASS CODE:
INSULATION CODE:
1-BRS-10000-AS01-HT&I NOTES:
~~1. LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT.~~
D LINE SERVICE CODES:
CA COMPRESSED AIR DR DRAIN FW FILTERED WATER GW GROUNDWATER HCL HYDROCHLORIC ACID (37%)
IA INSTRUMENT AIR POTW POTABLE WATER RV RELIEF VENT SVW SERVICE WATER VAP VAPOR WW WASTEWATER WWO WASH/WASTE OIL SACK UNLOADER 07 C
SCROLLING CENTRIFUGE s
rx i
SOLIDS DRUM AIR COMPRESSOR SAFETY SHOWER EYE/FACE WASH
<n PULSATION DAMPENER INSULATION WITH HEAT TRACE PIPING CLASS CODES:
1ST CHARACTER - NOMINAL PRESSURE RATING A-CLASS 150 B-CLASS 300 C-CLASS 600 D-CLASS 900 E-CLASS 1500 F-CLASS 125 2ND CHARACTER - GENERAL MATERIAL TYPE A-PVC B-CPVC D-ALLOY 20 E - HASTELLOW F-FRP G - GALVANIZED STEEL H-HDPE J - POLYPROPYLENE K - PVDF (KYNAR)
L - LINED CARBON STEEL M - MONEL N - DOUBLE CONTAINED (PTFE/CPVC)
P - PVC OR CPVC R-ABS S - STAINLESS STEEL T-ALUMINUM 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING
~~- SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE MATERIAL CLASS 5TH CHARACTER - MODIFIER x - DESIGNATOR INDICATING MODIFICATION NOTE:~~
NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME.
USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER DOE TO CLIENT SPECIFICATIONS AND / OR SPECIAL PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OF TENDER.
EXAMPLE:
150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION INSULATION CODE:
HT&I HEAT TRACE AND INSULATE IAC INSULATION ACCOUSTIC 1C INSULATION COLD IH INSULATION HOT IS INSULATION SAFETY N
NONE CONCEPTUAL DESIGN DRAWING TRACEABILITY LIST REF NUMBER REFERENCES NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE
^22-07 V DAVISON
^^-*07 J WILSON dsm ith *
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C!OiRmto=mr CIMARRON PUMP AND TREAT SYSTEM PROJECT PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS NONE l VFS-EPM-000-DWG-P-001
\
Stream ft 1
2 3
4 5
6 7
8 12A 12B 13A 13B 14 15 Description WA IX Feed (Tai )IX Feed WA Uranium Treatment Effluent to TK-102 WA Uranium Treatment Effluent to Injection Skid
[j3Al)u rani urn Treatment Effluent to TK-102
^J3Al)Uranium Treatment Effluent to Injection Skid Combined Outfall from TK-102 Uranium Treatment Fiydrochloric Acid (36%)
WA Refilled Vessels
[liA^efilled
^vessels WA Spent Uranium Treatment Vessels (BAljspent Uranium l?eatment Vessels Effluent for Backwashing Filter Backflush Parameter Units Liquid Streams Flow gpm 107 100 99 8
82 18 181 195.0 3.4 - 17.7 gpd 35.3 Liquid Concentrations Uranium (total)
PPb 159 0
0 0
0 0
0 Suspended Solids ppm (dry) 5 5
0 0
0 0
5.7 0
306 Solid Streams Flow Unused IX Resin cu ft/yr 117 Exhausted IX Resin cu ft/yr
_)
161 I 455']
Stream table based on design conditions; actual conditions will vary over the course of remediation. Design conditions result in a higher usage than actually anticipated.
D CONCEPTUAL DESIGN DRAWING TRACEABILITY LIST REF NUMBER REFERENCES NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME s T/IOORE jp'lERCE"
!j WILSON C h£C*-f R B GARRETT e Lloyd
^
peskm WTHoyr 1 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-110 NONE l cor
8 7
6 TK-103 ACID TANK 5,000 GAL TK-101 INFLUENT TANK 15,000 GAL 5
1i 3
2 1
P-121 PUMP FLT-121 FILTER NO 1 FLT-122 FILTER NO 2 FLT-123 FILTER NO 3 WATF F
E D
C A
GENERAL NOTES:
E>
E>
E°>
ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE.
HIGH ALARM SIGNAL SENT TO WELL FIELD HMI.
DETECTED LEAK (LDA-101) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI.
STOP WELL-FIELD PUMPS.
TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR).
PORTABLE SAFETY EYEWASH REQUIRED DURING FILL.
pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE.
CONCRETE BERM WITH EPOXY COAT.
CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING.
PIPING RUN 6"-VAP-11500-AR01-N NOT IN VENDOR SCOPE.
7 INTERLOCK LIST:
O
<g>
<3>
<£>
<§>
<§>
LDA-100 : FCV-100 CLOSE, P-121 AND P-104 STOP LDA-150 : FCV-150 CLOSE, P-130 AND P-154 STOP LD-132: P-130 STOP LDA-122 : P-121 STOP LDA-101 OR LSH-101 : MOV-101 CLOSE LDA-103 OR LSH-103: MOV-103 CLOSE REF NUMBER TITLE A
DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6
l 5
f 4
l 3
CONCEPTUAL DESIGN REVIEW AID Q vgoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME VDAVISON S MOORE*
JWILSON D SMITH
__^
E LLOYD CSGNMITHO=mr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA P&ID URANIUM IX TREATMENT VFS-EPM-C I-l-P-115
VSL-103 IX VESSEL POSITION 3
,062 L RESIN 1,416 L TOTAL r
E>
E>
VSL-101, VSL-102, AND VSL-103 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS DURING OPERATION. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-101 AS LEAD.
FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500.
NOT USED.
AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-101.
URANIUM IX WA TRAIN ION EXCHANGE SKID CONCEPTUAL DESIGN REVIEW AID
[5^> pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0.
G>
VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY.
PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE.
FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
SEE SHEET 1 FOR INTERLOCK LIST.
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bfadley, Suite 300 Richland, WA 99352 NAME VDAVISON S MOORE J WILSON d'smith *"
E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT A
WESTERN AREA P&ID URANIUM IX TREATMENT VFS-EPM-000-DWG-P-115 I-l-i,T 2
VSL-152 IX VESSEL POSITION 1,062 L RESIN VSL-153 IX VESSEL POSITION 1,062 L RESIN 1,416 L TOTAL D
VSL-151, VSL-152, AND VSL-153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS UPON LOADING WITH URANIUM. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-151 AS LEAD.
[2^> FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500.
NOT USED.
AE-151 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-151.
[5^> pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LCI = 0.
ION EXCHANGE SKID CONCEPTUAL DESIGN REVIEW AID VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY.
NOT USED.
FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
SEE SHEET 1 FOR INTERLOCK LIST.
DRAWING TRACEABILITY LIST REF NUMBER REFERENCES NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE JPIERCE*"
JWILSON BGARRETT E LLOYD
^^
tests* w/rHOsjrf CIMARRON PUMP AND TREAT SYSTEM PROJECT WATF BURIAL AREA #1 P&ID URANIUM IX TREATMENT VFS-EP 3-P-115 NONE l>>
A SPENT RESIN HANDLING - PLAN SCALE: 1/4' = 1*-0 1/4 = r-cr SCALE FEET 8
7 6
REF NUMBER TITLE OESCRPtlOfl DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DRAWING TRACEABILITY LIST NEXT USED ON iffAl 5
f 4
l 3
GENERAL NOTES:
1 ACCESS FOR CLEAN BULK MATERIAL DELIVERIES.
ACCESS FOR SPENT RESIN.
~~3. FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.~~
nr^> SEE BOLLARD DETAIL 3, ON SHEET 1. DRAWING
^
VFS-EPM-000-DWG-C-150.
F E
D CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMO'ORE E LLOYD jp 'ierce k
J WILSON E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY GEN. ARRANGEMENT SPENT RESIN HANDLING VFS-EPM-000-DWG-G-120 SHOWN VFS-EPM-000-DWG-G-120
VFS-EPM-OOO-DWG-G-121
NOTES:
8 7
6 5t 4
3 2
1
~~1. SEE DRAWING SHEET 1 FOR GENERAL NOTES.~~
B MEZZANINE RAILS NOT SHOWN FOR CLARITY
/c^ SECTION
\G-120-1 SCALE: 1/2'=1'-0' CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE ELLOYD JPIERCE "
J WILSON E LLOYD
[eSONA'JTKKITf CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATEMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-000-DWG-G-121 I-" 2 B
lDWGN0 VFS-EPM-000-DWG-G-121
8 7
F LINES:
PRIMARY PIPING INSTRUMENTATION OR OTHER PIPING TANKS/PITS/BUILDINGS ELECTRICAL POWER OR SIGNAL SKID BOUNDARY DATA LINK FLEX HOSE PROCESS BOUNDARY OPERATIONAL FLOW INSTRUMENT SYMBOLS:
PIPING/EQUIPMENT:
[XX] ball valve BALL VALVE
[XX] V-PORT BALL VALVE
[X] GATE VALVE
£^] PINCH VALVE l>0<l BUTTERFLY VALVE hsi CHECK VALVE E
K;xxi COMPUTER DIALOG/CONTROL
[sjxx^
FIELD LOCATED IDENTIFICATION NUMBER ELECTRICAL OR CONTROL SIGNAL IDENTIFICATION NUMBER INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION TABLE)
MAIN SHARED CONTROL OR DISPLAY INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION TABLE)
LOCAL MOUNTED INSTRUMENT 0
0 SLIDE VALVE MAGNETIC FLOW METER FILTER VARIABLE FREQUENCY DRIVE
GRAB SAMPLE SAMPLE PORT D
DRAWING CONTINUATION ARROW:
DRAWING CONTINUATION ARROW USED ONLY FOR
> LINES ENTERING OR LEAVING THE FACE OF THE DRAWING CONTINUATION DRAWING AND/OR SHEET NUMBER (V)
MOTOR f
PRESSURE OR VACUUM RELIEF QUICK CONNECT HOSE CONNECTION c
B ABBREVIATIONS:
B POSITIVE DISPLACEMENT BLOWER BA BURIAL AREA BMCD BURNS & MCDONNELL BS BASKET STRAINER C
CENTRIFUGE CMPR COMPRESSOR CS CARBON STEEL CV CHECK VALVE DV DISCONNECT VALVE DOE DEPARTMENT OF ENERGY FL FAIL LOCKED FC FAIL CLOSE FDR SOLIDS FEEDER FH FLEX HOSE FLT FILTER FO FAIL OPEN GV GAUGE VALVE GPD GALLONS PER DAY H
INTERCONNECTING HOSE HPR HOPPER IX ION EXCHANGE LC LOCKED CLOSED LO LOCKED OPEN MCL MAXIMUM CONTAMINANT LEVEL MOV MOTOR OPERATED VALVE MVD MANUAL VALVE DOUBLE MPa MEGA-PASCALS NC NORMALLY CLOSED NO NORMALLY OPENED P
PUMP P&ID PIPING AND INSTRUMENTATION DIAGRAM PRV PRESSURE RELIEF VALVE PSE PRESSURE SAFETY ELEMENT PVC POLYVINYL CHLORIDE RB RIBBON BLENDER S
SAMPLE PORT T/TK TANK V
VALVE VFD VARIABLE FREQUENCY DRIVE VNSFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES VSL VESSEL/ ION EXCHANGE VESSEL WA WESTERN AREA W/AA WESTERN ALLUVIAL AREA WATF WESTERN AREA TREATMENT FACILITY YS WYE STRAINER
4>
-Hxxj-
/(5f PIPE CAP PIPE FLANGE PIPE REDUCER DRY DISCONNECT WITH SHUTOFF FULL PORT DRY DISCONNECT ROTARY VALVE l f<] EDUCTOR BASKET STRAINER
~~-V WYE STRAINER q S p IN-LINE SILENCER hggggH IN-LINE MIXER~~
© MECHANICAL VIBRATOR Wd NEEDLE VALVE 0
GAUGE VALVE MOTOR OPERATED VALVE PRESSURE CONTROL VALVE BACK-PRESSURE VALVE A
FLOW CONTROL VALVE ROTAMETER 8
7 6
5 AIR GAP n
0 PRESSURE RELIEF VALVE UNION COMBINATION VACUUM AND PRESSURE REFIEF VALVE TANK VENT TANK VENT WITH BIRD /
INSECT SCREEN CENTRIFUGAL PUMP PERISTALTIC PUMP DIAPHRAGM PUMP METERING PUMP POSITIVE DISPLACEMENT BLOWER I
\/
SPARGE VESSEL TANK HOPPER 1
4 jvwvj-i O
VACUUM RELIEF VALVE STREAM NUMBER SCREW CONVEYOR AUTOMATIC DRAIN VALVE REFRIGERATED AIR DRYER HOPPER OIL / WATER SEPARATOR WET / DRY AIR RECEIVER LINE NUMBERING:
INSTRUMENT IDENTIFICATION (ISA 5.1 R2009) 4l3l2l1 1
FIRST-LETTER SUCCEEDING-LETTERS MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A
ANALYSIS ALARM B
BURNER, COMBUSTION USER'S CHOICE USERS CHOICE USER'S CHOICE C
CONDUCTIVITY CONTROL CLOSE D
USER'S CHOICE DIFFERENTIAL DETECTOR DEVIATION E
VOLTAGE SENSOR (PRIMARY ELEMENT)
F FLOW. FLOW RATE RATIO (FRACTION)
G USER'S CHOICE GLASS, VIEWING DEVICE H
HAND HIGH 1
CURRENT (ELECTRICAL)
INDICATE J
POWER SCAN K
TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L
LEVEL LIGHT LOW M USER'S CHOICE MIDDLE, INTERMEDIATE N
USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE O USER'S CHOICE ORIFICE. RESTRICTION OPEN P
PRESSURE, VACUUM POINT (TEST CONNECTION)
Q QUANTITY INTEGRATE. TOTALIZE INTEGRATE, TOTALIZE R
RADIATION RECORD RUN S
SPEED, FREQUENCY SAFETY SWITCH STOP T
TEMPERATURE TRANSMIT U
MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION V
VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER w WEIGHT, FORCE WELL, PROBE X
UNCLASSIFIED X AXIS TROUBLE UNCLASSIFIED UNCLASSIFIED Y
EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, CONVERT z
POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED TAG SEQUENCE NUMBER:
(BASED ON P&ID NUMBER)
LINE SERVICE CODE:-
PIPE SIZE:-
- PIPING CLASS CODE:
-INSULATION CODE:
1 -B RS-10OOO-AS01 -HT& I NOTES:
~~1. LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT.~~
D LINE SERVICE CODES:
CA COMPRESSED AIR DR DRAIN FW FILTERED WATER GW GROUNDWATER HCL HYDROCHLORIC ACID (37%)
IA INSTRUMENT AIR POTW POTABLE WATER RV RELIEF VENT SVW SERVICE WATER VAP VAPOR WW WASTE WATER WWO WASH/WASTE OIL
~ I RIBBON I BLENDER PIPING CLASS CODES:
INSULATION CODE:
SACK UNLOADER w
1ST CHARACTER - NOMINAL PRESSURE RATING A-CLASS 150 B - CLASS 300 C - CLASS 600 D - CLASS 900 E-CLASS 1500 F-CLASS 125 HT&I HEAT TRACE AND INSULATE IAC INSULATION ACCOUSTIC IC INSULATION COLD IH INSULATION HOT IS INSULATION SAFETY N
NONE c
SCROLLING CENTRIFUGE SOLIDS DRUM AIR COMPRESSOR 2ND CHARACTER - GENERAL MATERIAL TYPE A-PVC B-CPVC D - ALLOY 20 E - HASTELLOW F-FRP G - GALVANIZED STEEL H-HDPE J - POLYPROPYLENE K-PVDF (KYNAR)
L - LINED CARBON STEEL M-MONEL N - DOUBLE CONTAINED (PTFE/CPVC)
P - PVC OR CPVC R-ABS S - STAINLESS STEEL T-ALUMINUM 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING
~~- SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE MATERIAL CLASS SAFETY SHOWER 5TH CHARACTER - MODIFIER x - DESIGNATOR INDICATING MODIFICATION I~~
EYE / FACE WASH
-CD PULSATION DAMPENER INSULATION WITH HEAT TRACE NOTE:
NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME.
USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER DOE TO CLIENT SPECIFICATIONS AND / OR SPECIAL PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OF TENDER.
EXAMPLE:
150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION HOSE BIB 6
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
4 3
CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME sTmOORE VDAVISON JWHLSON D SMITH E LLOYD DUO-lAUTH^irt CIMARRON PUMP AND TREAT SYSTEM PROJECT PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-P-001 SCNONE l h >>
A VFS-EPM-000-DWG-P-001
8 7
6 i1 3
2 1
GENERAL NOTES:
F E
C B
rr> SPARE, FILLED VESSELS WILL BE AVAILABLE AND CHANGED OUT SO PROCESS CAN CONTINUE TO OPERATE QUICKLY.
[T^> VESSEL HUB ASSEMBLY AND RETENTION SCREENS.
SLUICE AND REFILL HOSE CONFIGURATION:
SLUICE NOZZLE INLET:
HOSE "A" CONNECTED FOR SLUICING AND FOR RESIN REFILL.
SLUICE NOZZLE OUTLET:
HOSE -B" CONNECTED FOR SLUICING.
(6) WATER OUTLET:
HOSE C" CONNECTED FOR WATER REMOVAL.
E C
CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DESCRIPTION
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME VDAVISON s'moore
^
d smit h J'WILSON*
If LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-111 n>>
ZEE!
D VFS-EPM-000-DWG-P111
Stream ft 30 31 32 Description Fresh Resin (Unused)
Inert Packaged Resin Parameter Units Solid Streams Flow Unused IX Resin cu ft/yr
( 449 \
Exhausted IX Resin cu ft/yr Inert cu ft/yr l 44.9 j Packaged Exhaust IX Resin cu ft/yr felfp Stream table based on design conditions; actual conditions will vary over the course of remediation.
Design conditions result in a higher usage than actually anticipated.
D CONCEPTUAL DESIGN A
DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON DtSCFSTlCN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suile 300 Richland, WA 99352 NAME VDAVISON smoore T
J WILSON B GARRETT E LLOYD KSOS AJTHCniTr CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM F
VFS-EPM-000-DWG-P-111 E
NONE l EOT l SHEET 2 CF 2
A
8 7
6 5l4 3
2 1
P-302 OUTLET PUMP RESIN PROCESS AREA H PR-301 VESSEL REFILL HOPPER 150 GAL P-305 SLUICE PUMP P-301 EXCESS WATER PUMP TK-303 EXCESS WATER TANK 550 GAL C-301 P-303 CENTRIFUGE SLUICE PUMP RB-301 H PR-302 RIBBON BLENDER INERT HOPPER TK-302 SLUICE WATER TANK 550 GAL GENERAL NOTES:
HIGH ALARM PUMP OUT TK-303 (OPERATOR ACTION).
E>
Du>
OPERATIONS IN THE RESIN PROCESS AREA ARE CONTROLLED LOCALLY.
LONG RADIUS FITTINGS TO BE USED FOR LINES CARRYING RESIN.
PORT FOR MANUAL ADDITION OF SAMPLE PURGE WATER.
ADD CLEAR SECTION TO PIPE WORK FOR OBSERVATION OF SLUICING PROCESS.
REFER TO DIAPHRAGM PUMP DETAIL FOR INSTRUMENT AIR SUPPLY TO P-302 AND P-305.
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CONCEPTUAL DESIGN DCSCf-PTiOS
© vgou a VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE vItav ison JWILSON d'smith '"
E LLOYD CCS IGH AUTHORITY CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING VFS-EPM-000-DWG-P-125 NONE lk D
A VFS-EPM-000-DWG-P-125
VFS-EPM-OOO-DWG-S-120
o*
II D
/
W10X19
/
W10X19
/
W10X19
/
W10X19
/ -------------- BRACE DOWN BRACE DOWN---------------
/
/
T 7
/
BRACE DOWN
- BRACE DOWN -
BRACE DOWN MEZZANINE FRAMING DETAIL (TOS +10,-6,,)
VS-120-1 SCALE: 1"=1'-0' REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON
/
W10X19 W10X19 I y W10X19
/
W10X19 I

~~BRACE DOWN BRACE DOWN---------------~~

/ ---------------BRACE DOWN BRACE DOWN---------------
/
/
7'-1 3/4' 5'-6 3/4' 6'-6 3/4*
3'-11 3/4" NOTES:
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
SEE VFS-EPM-000-DWG-S-110-1 FOR BASE PLATE LOCATIONS.
ALL BRACES ARE L3x3x1/4. SEE DETAILS ON SH 5 FOR ANGLE.
SEE SHEET 5 FOR ALL CONNECTION DETAILS.
SEE SHEET 1 FOR REMOVABLE GUARDRAILS.
D CONCEPTUAL DESIGN VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON PUMP AND TREAT SYSTEM PROJECT A
WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE-FRAMING VFS-EMP-000-DWG-S-120 SHOWN L IE B
8 7
6 5
NOTES:
1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES. ABBREVIATIONS AND SCHEDULE.
j4l3l2l1 D
MEZZANINE LEVEL TOD 10'-7 1/2" TOS 10'-7" 17 EQUAL SPACES GROUND FLOOR RISE AND RUN DETAIL SCALE: 3/4" = 1 '-0" CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON KSCfXFTiC'.
Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland. WA 99352 NAME c^£5^Ts, SMOORE j pierc e*
ITne Ls ON jwilson e Lloyd
OESG'IAimOW CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS h
VFS-EPM-000-DWG-S-120 B
SHOWN I EOT ls<<et 3 Of 5
VFS-EPM-00Q-DWG-S-120
8 7
6 5l4 3
2 1
F E
D SECTION SCALE: NTS NOTES:
~~1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
F STRINGER SECTION
\S-120-3 SCALE: 1=1'-0" NOTE:
~~1. METAL TREAD STAIR (AT FINISHED FLOOR).~~
E D
A 8
7 6
C 3/16 4
/ W BEAM PER PLAN
3/16 V
/ /-METAL GRATING
>m METAL GRATING, PER PLAN (2) 3/4" DIA BOLTS.
TYP EACH LEG TREADS. TYP STRINGER PER PLAN 3 1/2'x3 1/2x1/4"x6" LONG PLATE WITH (2) 5/8" DIA BOLTS, TYP CONCEPTUAL DESIGN SECTION f \ SECTION SCALE: 1=1'-0" SCALE: 1"=1'-0" REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON Qvgoli a
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE J PIERCE'
[f NELSON jwilsc Tn" E LLOYD T
C£S <VI AUTHOR,Tf CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS VFS-EPM-000-DWG-S-120 SHOWN LE B
VFS-EPM-000-D WG-S-120
8 7
6 5
NOTES:
~~1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES. ABBREVIATIONS AND SCHEDULE.~~
F E
SUPPORTED BEAM SIZE NUMBER OF 3/4" DIA BOLTS W8 2
W10 2
W12 3
W14 3
W16 4
W18 5
W21 6
W24 7
W36 10
<L COLUMN BRACE 1/2" PLATE, TYP DEG 0
a b
NOTES 3.4-36 7 1/2" 15 1/2" 21-22 8"
20" 15-16 8"
31 HORIZONTAL LEG BOTTOM 29,33,35.5 9"
16" F
E BEAM CONNECTION, TYP SCALE: 1* = 1,-0*
BEAM TO COLUMN CONNECTION, TYP BRACE TO BASE PLATE CONNECTION SCALE: r=1' SCALE: 1*=1'-0*
D C
B A
8 7
6 COLUMN <L BEAM BP1 - BASE PLATE DETAIL SCALE: 3/4"= 1'-0" NOTE:
~~1. BASE PLATE DIMENSION SHALL ACCOMMODATE BRACE CONNECTOR PLATE LENGTH.~~
SEE VFS-EPM-000-DWG-S-110-01 FOR BP1 LOCATIONS.
BEAM DEG 0
a b
c d
e f
NOTES W10 21.6 21.5 6.5 1.5 0.75 7 1/2*
7 1/2*
W10 29 13.25 7.0 1.5 1.0 8*
8*
W10 33 11.25 8.0 1.5 1.5 8*
8" W10 35 11.5 9.5 1.5 2.25 9"
9 W12 15.5 32.75 6.5 2.75 0.75 9"
9*
W12 34-35 12.5 11.0 1.5 3.0 9"
9" W12 36 11.25 11.0 1.5 3.0 9"
9" BRACE TO BEAM/COLUMN CONNECTION - TYP SCALE: 1*=1'-0" NOTES:
1.
THE PURPOSE OF THE WHITMORE STRESS BLOCK IS TO ENSURE A PLASTIC HINGE WILL FORM IN THE BRACE CONNECTION GUSSET PLATE DURING AN EXTREME SEISMIC EVENT. IN ORDER TO ACHIEVE THIS, NO ELEMENTS MAY BE ATTACHED TO THE GUSSET PLATE WITH IN THE WHITMORE STRESS BLOCK.
2.
THE WORK POINT TO WORK POINT DISTANCE FOR SPECIAL CONCENTRIC BRACED FRAME CONNECTIONS SHALL BE ESTABLISHED BY ENSURING THAT THE VERTEXES OF THE TRIANGLES SHOWN ON THE DETAIL ARE COINCIDENT WITH ADJACENT MEMBERS.
3.
~~IF THE VERTEX OF A STRESS BLOCK DOES NOT COINCIDE WITH A COLUMN, A STIFFENER PLATE SHALL BE PROVIDED THAT EXTENDS FROM THE VERTEX OF THE WHITMORE STRESS BLOCK TO THE ADJACENT COLUMN WEB AND FLANGES.~~
4.
~~UNO. USE AWS D1.1 FOR MINIMUM WELD REQUIREMENTS.~~
5.
UNO, USE AISC 14TH EDITION FOR MINIMUM EDGE MARGINS.
CONCEPTUAL DESIGN VGOLIA REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS F VFS-EPM-000-DWG-S-120 B SHOWN l hi.
D A
8 7
6 5l4 3
2 1
GENERAL NOTES:
LEGEND:
1.
CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES.
ELECTRICAL CONDUIT/CABLE COMMUNICATION CONDUIT/CABLE F
2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING STRUCTURES, MONUMENTS AND FACILITIES UNLESS OTHERWISE NOTED ON THE PLANS. ANY EXISTING STRUCTURES, MONUMENTS, OR FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL AT CONTRACTORS EXPENSE.
~~FIBER OPTIC CABLE DOMESTIC WATER LINE~~
~~3. ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE.~~
~~SANITARY SEWER LINE FENCE LINE~~
4.
~~SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK.~~
5.
~~IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES LOCATE PROVIDER TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.~~
6.
~~EROSION AND SEDIMENT CONTROL BMPS INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES.~~
7.
CONTRACTOR SHALL MAINTAIN CONSTRUCTION REDLINES TO DOCUMENT AS-BUILT CONDITION.
REDLINES WILL BE AVAILABLE FOR ENGINEERING REVIEW AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES REDUNES SHALL BE DELIVERED TO ENGINEER.
GRADE BREAK ANGULAR STONE CONCRETE TRUEGRID PERMABLE PAVERS GRAVEL E
1=11 lEEl 11=l 11=3 COMPACTED SOIL OR STRUCTURAL teieaiBR fill ABBREVIATIONS:
-Q-elect rical pole BMP BEST MANAGEMENT PRACTICES EL ELEVATION DOMESTIC WATER VALVE EP EDGE OF PAVEMENT FG FINISHED GRADE lff ]
BACK FLOW PREVENTER FF FINISHED FLOOR GB LF R
GRADE BREAK LINEAR FEET RADIUS a
FIRE HYDRANT RG ROUGH GRADE b
SITE ELECTRICAL NOTES TOE TOE OF SLOPE TOF TOP TOP OF FOUNDATION TOP OF SLOPE
© COMMUNICATION NOTES
© SANITARY SEWER NOTES A
DOMESTIC WATER NOTES c
c B
o CONCEPTUAL DESIGN
© vgoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 A
8 7
6 REF NUMBER TITLE FSEV\
V CESCPPTION DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
]
4 l
3 NAME SMOORE D NELSON J PIERCE J WILSON F l.l OYD 2
CIMARRON PUMP AND TREAT SYSTEM PROJECT CIVIL SYMBOLS, NOTES AND ABBREVIATIONS A
£___
.cl NONE VFS-EPM-000-DWG-C-201
...I=~
...........I' 1
B
E C
B GENERAL NOTES:
SEE VFS-EPM-000-DWG-C-201 FOR CIVIL NOTES.
SEE VFS-EPM-000-DWG-G-200 FOR GENERAL EQUIPMENT ARRANGEMENT AND PIPING.
SEE VFS-EPM-000-DWG-C-220 FOR SITE UTILITY PLAN. SEE BMCD-GWREMED-C006 AND BMCD-GWREMED-C008.
SEE VFS-EPM-00Q-DWG-S-201 FOR STRUCTURAL NOTES.
ROAD FINISH IS TO MATCH NEW SURFACE CONDITIONS, SEE SECTION B FOR DETAILS..
1-1/2" TRUEGRID MACK PERMEABLE PAVING SYSTEM i" SUB-BASE WITH 3/4" TO 1" CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL
/ v sy v W \y v \y v
\/V/\/WV'V/V'W/\
/N/X/WV'N/X/WX/
D TRUEGRID PRO NOTES:
1.
~~FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT~~
2.
USE 5/8 TO 3/4" AGGREGATE FOR GRAVEL FILL-IN OF GRID.
TRUEGRID PRO PAVING SECTION SCALE: NONE 8" CRUSHED AGGREGATE WOVEN 315 GEOTEXITLE FABRIC^
COMPACTED SUBGRADE
~~m=m=m=m=m=l NOTES:~~
FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF GEI WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT.
GRAVEL SECTION SCALE: NONE CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON DESCRIPTION Q VOUA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE n NFI SON Tpifr cf "'
J WILSON F 1IOYD CESIS1 AUTHCfilTf CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 SITE PLAN VFS-EPM-000-DWG-C-210 SHOWN l.:
I
GENERAL NOTES:
8 7
6 ii 3
2 1
D C
B 8
SITE PLAN 7
6 SCALE: r=t0'-0" REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
f~
4
1.
~~ALL SOIL COMPACTION REQUIREMENTS SHALL BE DETERMINED BY GEOTECHNICAL INVESTIGATION.~~
2.
~~ALL STRUCTURAL FILL SHALL MEET GEOTECHNICAL ENGINEERS REQUIREMENTS.~~
3.
~~COMMUNICATION AND ELECTRICAL LINE FOR INJECTION SKID NOT SHOWN. DESIGN BY OTHERS.~~
4.
~~CONSTRUCTION OF ALL SITE UTILITIES SHALL CONFORM TO LOCAL JURISDICTION REQUIREMENTS AND APPROVED CONSTRUCTION SPECIFICATIONS.~~
5.
COORDINATE WITH BMCD-GWREMED-CDD6 FOR UTILITIES AND PROCESS LINE INTERFACE.
SITE ELECTRICAL NOTES:
F lTl ELECTRICAL CONNECTION AT EXISTING POLE AND POLE MOUNTED 11 TRANSFORMERS BY OTHERS.
lTl METERING RACK AND DISCONNECT SWITCHES PROVIDED BY 11 OTHERS. POINT OF CONNECTION FOR PUMP POWER IS AT LOAD SIDE OF DISCONNECT SWITCH.
SITE COMMUNICATION NOTES:
(7) COMMUNICATION PULL BOX. DESIGN AND INSTALLATION BY OTHERS.
CONNECT FIBER OPTIC CABLE TO POWER DISTRIBUTION RACK.
W DESIGN OF CONDUIT AND FIBER OPTIC CABLE BY OTHERS.
D CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE DNELSON JPIERCeT iNmuktAlNUL-HfcLI'LJI J WILSON E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 SITE UTILITY PLAN F VFS-EPM-000-DWG-C-220 T==~T D
A 1
8 7
6 1i 3
2 1
GENERAL NOTES:
~~1. SEE VFS-EPM-000-DWG-C-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.~~
-12" ROUND TYP
/T\ ch ain -link fenc e with gate det ail VC-210/ SCALE: NONE D
AS SHOWN ON CIVIL LAYOUTS 4-0" CHAIN-LINK FENCE WITH T\ PERSONNEL GATE DETAIL
£-210/ SCALE: NONE A
8 7
STEEL CAP PLATE 1/2" REFLECTIVE TAPE, TYP 6" STEEL PIPE SCHEDULE 80 PIPE FILL WITH CONCRETE AND PAINT WITH "HIGHLY VISIBLE" COLOR 1'-6"
/T\ EXTERIOR BOLLARD DETAIL V^-215/ SCALE: NONE SECTION SCALE: NONE (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS)
MISCELLANEOUS EQUIPMENT PAD SCALE; NONE REF NUMBER TITLE V
DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6
l 5
l 4
l 3
CONCEPTUAL DESIGN
© vgoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME JS-tSwWi S MOORF dnel son jpi Irce "
J WILSON
--^Ts H'.UJtL 1 MANAtffcR F IlOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 CIVIL DETAILS VFS-EPM-000-DWG-C-230 I-......
Hi 1
8 7
6 1
3 2
1 F
E D
LINES:
SYMBOLS: (CONTINUED)

~~- ONE-LINE CONDUCTOR/CONDUIT~~

~~UNDERGROUND CONDUIT I SPD l SURGE PROTECTION DEVICE, INTERNAL~~

~~G---------- GROUNDING CONDUCTOR~~

~~EMBEDDED REBAR~~

~~© DUPLEX RECEPTACLE PHASE SWITCHED NEUTRAL GROUND SYMBOLS:~~
k CORD & PLUG/RECEPTACLE
~(fT)
DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER GFCI WITH WEATHERPROOF COVER WP 1'X4' LUMINAIRE A = FIXTURE TYPE 2'X4 LUMINAIRE A FIXTURE TYPE
(
NON-FUSED DISCONNECT SWITCH 11 X 4' LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE FUSED DISCONNECT SWITCH 2' X 4 LUMINAIRE W/ EMERGENCY BATTERY PACK A FIXTURE TYPE H
WALL MOUNTED LUMINAIRE A FIXTURE TYPE
~
LINE BREAK CONNECTION POINT/ GROUND ROD m
EXOTHERMIC BOND OR COMPRESSION FITTING CONNECTION
) 2DA r
K 1500
,y 2000 CIRCUIT BREAKER (TRIP)
CIRCUIT BREAKER (TRIP/FRAME)
ABBREVIATIONS:
INSTRUMENT/FUNCTION SYMBOLS:
A AMPERES BA1 BURIAL AREA 1 CBL CABLE CKT CIRCUIT CTRL CONTROL DP DISTRIBUTION PANEL DS DISCONNECT SWITCH EGC EQUIPMENT GROUNDING CONDUCTOR F.O.
FIBEROPTIC FVNR FULL VOLTAGE NON REVERSING G
GROUND GEC GROUNDING ELECTRODE CONDUCTOR GES GROUNDING ELECTRODE SYSTEM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GND GROUNDING CONDUCTOR HMI HUMAN MACHINE INTERFACE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ I/O INPUT/OUTPUT IX ION EXCHANGE KV KILO-VOLT KVA KILO-VOLT AMPERES KW KILO-WATT KWH KILO-WATT HOUR LED LIGHT EMITTING DIODE LP LIGHTING PANEL MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY N
NEUTRAL NEC NATIONAL ELECTRICAL CODE P
PUMP/POLE BREAKER PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG PP POWER PANEL PWR POWER RCPT RECEPTACLE SKD SKID SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD V
VOLTS VA VOLTAMPERES VFD VARIABLE FREQUENCY DRIVE W
WATTS/WIRE WAFT WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF XFMR TRANSFORMER XO TRANSFORMER SECONDARY NEUTRAL PRIMARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR DISCRETE INSTRUMENTS
~~sftXX, SHARED DISPLAY, SHARED CONTROL GENERAL NOTES:~~
~~1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 2017 EDITION.~~
E
-3 CURRENT TRANSFORMER O
MOTOR X=HP A
TRANSFORMER c
J_
GROUND c
KILOWATT HOUR METER POWER PANEL, MAIN BREAKER LIGHTING PANEL, MLO, NUMBER INDICATES PANEL SIZE B
I I I I l____ I ENCLOSURE/SKID VFD SPD METER MODULE TT A
~~22,100 )~~
8 VARIABLE FREQUENCY DRIVE SURGE PROTECTION DEVICE, EXTERNAL DIGITAL POWER METER FULL VOLTAGE NON REVERSING STARTER AVAILABLE 30 FAULT CURRENT (RMS, SYM. AMPS) 7 o
X in 6
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
l 4
CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1
NAME DKING cJrOrfNttrt D KING SMOORff tHfct F tJt R JFNSON E LLOYD CEEoiMJTHORrrf s'
2 CIMARRON PUMP AND TREAT SYSTEM PROJECT ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS A
F____
scme NONE VFS-EPM-000-DWG-E-201 I-f~
1 C
8 7
6 i
4 3
2 1
GENERAL NOTES:
1.
~~SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.~~
2.
~~GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE.~~
3.
~~INSTALL GROUNDING ELECTRODE CONDUCTOR, SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE.~~
4.
~~SEE DRAWING VFS-EPM-000-DWG-210 FOR CONDUCTOR SIZES,~~
5.
~~INSTALL TWO 8' X 5/8" GROUND RODS SIX FEET APART, ADJACENT TO POWER DISTRIBUTION RACK FOR GROUNDING ELECTRODE SYSTEM.~~
6.
LOW VOLTAGE GROUNDING AT UTILITY TRANSFORMER POLE.
u Aju nrrn SEE NOTE 6 ~=
SUPPLY SIDE BONDING JUMPER (TYP)
GROUNDING ELECTRODES (GES)
POLE-MOUNTED TRANSFORMERS (WYE-WYE CONNECTION)
GROUNDED CONDUCTOR r
i j
(V) i i
L_
~r BACKUP GENERATOR l GROUND l l NEUTRAL l 2
POWER DISTRIBUTION RACK 480 VOLT AUTOMATIC TRANSFER SWITCH ATS-201 I l GROUND l f NEUTRAL l
- MAIN BONDING JUMPER SERVICE DISCONNECT DS-201 I l GROUND l l NEUTRAL l I DS-202
- MAIN BONDING JUMPER SERVICE DISCONNECT GROUNDED CONDUCTOR (IF REQUIRED)
TO WELL FIELD INJECTION SKID GROUNDED CONDUCTOR
________ (IF REQUIRED)
TO PUMP SKID BA1 ^GROUNDING DIAGRAM SCALE: NOT TO SCALE CONCEPTUAL DESIGN DRAWING TRACEABILITY LIST REFERENCES NEXT USED ON Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME DIKING dk Ing smoorf T
RJENSON ELLOYD "
lesion wiTHOsirr CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 GROUNDING DIAGRAM VFS-EPM-000-DWG-E-205
8 7
6 5l4 3
2 1
GENERAL NOTES:
1.
~~SEE DRAWING VFS-EPM-000-DWG-E-210 FOR SINGLE LINE DIAGRAM.~~
2.
SEE DRAWING VFS-EPM-OOO-DWG-E-231 FOR CONDUIT SCHEDULE..
F
~~3. UNDERGROUND CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY.~~
FIELD ROUTE AS REQUIRED TO AVOID INTERFERENCES WITH STRUCTURAL FOUNDATIONS AND EQUIPMENT, F
E C
B 15' FEET 8
l ELECTRICAL UTILITY PLAN SCALE: r<<5'-0" REF NUMBER TITLE RE^
C'CSCRIPTOH DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 7
l 6
l 5
f 4
l 3
~~4. MINIMUM CONDUIT DEPTH SHALL BE PER NEC REQUIREMENTS.~~
INSTALL COMMUNICATION PULLBOXES AS REQUIRED TO MAINTAIN FIBER OPTIC CABLE PULLS UNDER MAXIMUM ALLOWED CABLE TENSION.
SEE BMCD DRAWINGS FOR COMMUNICATIONS AND POWER STUB-UP LOCATIONS AT INJECTION SKID.
INSTALL 30A HEAVY DUTY NEMA-3R UNFUSED DISCONNECT SWITCH IN APPROXIMATE LOCATION SHOWN.
~~8. TRANSITION PVC CONDUIT BELOW GRADE TO RMC ABOVE GRADE USING 90 DEGREE RMC SWEEPS.~~
~~9. SEE DRAWING VFS-EPM-000-DWG-M-210 FOR LOCATIONS OF ELECTRICAL PANELS AND EQUIPMENT IN PUMP SKID.~~
E C
CONCEPTUAL DESIGN Q vgoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 d
a o
CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 ELECTRICAL UTILITY PLAN F
VFS-EPM-000-DWG-E-211 SCPLE SHOWN l EOT I
1 1
A c
GENERAL NOTES:
~~1. DIMENSIONS ARE IN INCHES.~~
TOLERANCE = +/-1/4" 0
POWER SERVICE INSTALLATION SCALE: NOT TO SCALE REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON PARTS LIST/MATERIAL LIST DTY REQD PARTS/DASKHUVBEH HONEHClATURBDESCRIPnON IMTtfUALffiEFERENCE r
-030
20
10
-010 POWER SERVICE INSTALLATION 1
1 1
-020 POWER POLE DISTRIBUTION ASSEMBLY 2
2 1
-030 POWER DISTRIBUTION RACK INSTALLATION 2
3 1
VFS-EPM-OOO-DWG-E-221-010 POWER DISTRIBUTION RACK ASSEMBLY 4
5 1
19L551 SERVICE ENTRANCE HEAD, 1 1/2", RIGID RACO 6
1 H363NDS DISCONNECT SWITCH, 100A, FUSED SQUARE D 7
1 HU363DS DISCONNECT SWITCH, 100A, NON-FUSED SQUARE D 8
1 SERVICE DROP BRACKET (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 9 1
METER, 100 AMP (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 10 281047 METER BASE (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 11 2
AMPOLEMNT12 POLE MOUNT KIT, 12" WIDE (KIT CONTAINS 2 MOUNTS)
ALLIED MOULDED PRODUCTS, INC.
12 AR CHANNEL CONDUIT CLAMP, 1 1/2",
GALVANIZED COMMERCIAL 13 AR AR ST5 CONDUIT HUB, 1 1/2" CROUSE-HINDS 14 2
GROUND ROD CLAMP, UL LISTED COMMERCIAL 15 AR AR GROUNDING ELECTRODE CONDUCTOR,
~~6 AWG, BARE COPPER COMMERCIAL 16 2~~
GROUND ROD, 5/8"0 X 6'-0" LONG, COPPER CLAD STEEL (COPPER OR COPPER CLAD) 17 AR AR CONDUIT, 1 1/2", RIGID METAL, GALVANIZED COMMERCIAL 18 YCHC2C2 IRREVERSIBLE SPLICE, #2-6 RUN, #6-2 TAP BURNDY 19 CONCEPTUAL DESIGN D
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME RMOORF J PIERCE D KING R JENSEN eTloyd *1*
CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 ELECTRICAL INSTALLATION DETAILS VFS-EPM-000-DWG-E-220 SHOWN
8 7
6 5{4 3
2 1
NOTES:
~~1. DISCONNECT CABINET TO BE LOCKED BY OKLAHOMA GAS 5 ELECTRIC.~~
~~2. OKLAHOMA GAS S ELECTRIC TO SECURE ENERGIZED PARTS AND SWITCH POSITION WITH SERIES I LOCK (301236).~~
F E
D C
B POWER POLE SERVICE ELECTRICAL ASSEMBLY SCALE: 1 1/2= 1 '-0"
3.
INSTALL GROUNDING ELECTRODE SYSTEM CONSISTING OF TWO GROUND RODS, 5/0"0 X 8'-0 MINIMUM LENGTH, B'-0" APART, WITH LISTED GROUND ROD CLAMPS. INSTALL A CONTINUOUS BARE SOLID COPPER GROUNDING ELECTRODE CONDUCTOR (SIZED PER NEC ARTICLE 250) FROM GROUND RODS TO SERVICE DISCONNECT SWITCHES AS SHOWN ON RACK. BOND CONDUCTOR TO RACK WITH LISTED CLAMP. SPLICE CONNECTIONS TO GROUNDING ELECTRODE CONDUCTOR SHALL BE BY IRREVERSIBLE COMPRESSION CLAMP.
F
4.
INSTALL AUXILIARY GROUNDING TO POWER POLE SECONDARY DISCONNECT SWITCH AS SHOWN.
E D
C 2;
o X
CONCEPTUAL DESIGN
© VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 o
A 8
7 6
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
f 4
CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 ELECTRICAL ASSEMBLY AND DETAILS A
VFS-EPM-000-DWG-E-220 Hi jz
GENERAL NOTES:
1.
~~NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.~~
2.
FOR PIPE SUPPORT SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-21Q. INSTALL PER SPECIFICATION SETION 22 OS 29-HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
B>
~~{INJECTION SKID BY BMCD) 4> CONNECTION POINT-~~
\ZS TO WA INFLUENT
^ LINE (BY BMCD) 3-GW-21501-AS01-HT&l-B>
PUMP ENCLOSURE SHALL BE HUBBELL HOT BOX MODEL NUMBER DF4FEH, PART NUMBER HD041041045 WITH 1000W HEATER AND VENTILATION FAN.
CENTER ENCLOSURE OVER CENTER OF PUMP AND ATTACH TO CONCRETE PAD USING SUPPLIED HARDWARE. ENSURE THAT THERE IS 12" OF CLEARANCE FROM INSIDE DIMENSIONS OF ENCLOSURE TO EDGE OF CONCRETE FOR ENCLOSURE MOUNTING, CONTRACTOR TO CUT HOLES IN SIDES OF ENCLOSURE FOR PIPE, HOLES SHALL BE 1/2" LARGER THAN PIPE SIZE. AFTER INSTALLATION APPLY EXPANDING FOAM AROUND THE PERIMETER OF THE PENETRATIONS.
INTERFACE FLANGE TO BE 12" ABOVE GRADE, CENTER CONNECTION POINT PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED, TANK EQUIPMENT AND ACCESSORIES ASSEMBLY SCALE 1/4" = T-0" CONCEPTUAL DESIGN veouA O'
2' 4'
8' 12' 1/4 = r-o" riT" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CESCrnPTOI VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT VFS-EPM-000-DWG-G-200 3=
8 7
6 5l4 3
2 1
GENERAL NOTES; F
E D
C B
SEE CONSTRUCTION SPECIFICATION 28 2000 FOR SECURITY SYSTEM INSTALLATION AND INTERCONNECTION DETAILS.
F SYMBOLS LEGEND:
EM m
c-xx 01 AFG DOOR POSITION SWITCH ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX CARD READER - PEDESTAL MOUNTED FIXED DOME CAMERA - POLE MOUNTED CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION SECTION 282000)
ABOVE FINISHED GRADE E
D C
O X
CONCEPTUAL DESIGN Qveoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 A
BURIAL AREA #1 SITE SECURITY PLAN SCALE: 1/4"= 1'-0" O'
2' 4'
8' 12 1/4-b 1-4)"
REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8
l 7
l 6
l 5
f 4
NAME SMOORF DIKING
^pierc e"
JWI'sONl E LLOYD BSSKW AUTHORITY 2
CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 SITE SECURITY
_________ PLAN
^1'"
VFS-EPM-000-DWG-J-211 sctu shown '~lto7 l SHEET 1 I
i A
c
8 7
6 5{4 3
2 1
GENERAL NOTES:
[T> BYPASS PIPING TO BE BUILT INTO SKID DESIGN.
F F
D B
o I
1)
A 8
7 6
REF NUMBER TITLE
\
~~g OESCPIPHOII DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5~~
\
4 l
3 CONCEPTUAL DESIGN
© VOUA VEOUA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME SMOORE J PIERCE J WIISON B GARRETT F LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 PROCESS FLOW DIAGRAM F
VFS-EPM-000-DWG-P-210 C
SCALE NONE ledt l sheet 1 0f 2
STREAM NO 20 DESCRIPTION BLENDED IX FEED PARAMETER UNITS LIQUID STREAMS FLOW GPM 100 GPD LIQUID CONCENTRATIONS NITRATE (AS N)
PPM URANIUM (TOTAL)
PPB 1000 SUSPENDED SOLIDS PPM (DRY)
SOLID STREAMS FLOW UNUSED IX RESIN CUFT/YR EXHAUSTED IX RESIN CUFT/YR NOTES:
~~1. STREAM TABLE BASED ON DESIGN CONDITIONS; ACTUAL CONDITIONS WILL VARY OVER THE COURSE OF REMEDIATION.~~
D CONCEPTUAL DESIGN A
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON Q VEOUA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME c3-^Ts.
SMOORE
-'HAP UUiJI.HtLAt't J PIERCE J WILSON BGARRETT E LLOYD CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 PROCESS FLOW DIAGRAM b
VFS-EPM-000-DWG-P-210 B
SCALE NONE l EDT I SHEET 2 OP 2
8 7
6 5___________£4 3
2 1
TK-201 INFLUENT TANK 12,000 GAL P-230 PUMP F
F 3"-GW-21603-AS01-N TQTK-105_____________________
H VFS-EPM-000-DWG-P-115 SHEET 3 >
ZONE E8 P-230 D
D C
C B
GENERAL NOTES:
l2>
ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM.
HIGH ALARM SIGNAL SENT TO WELL FIELD HMI.
DETECTED LEAK (LDA-2D1) SHUTDOWN SIGNAL SENT TO WELL FIELD HMI.
STOP WELL FIELD PUMPS.
SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST.
8 7
CONCEPTUAL DESIGN REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON Q VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME VDAVISON S MOORE J WILSON dsmit h '
eTloyd CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 PROCESS P&ID F
VFS-EPM-000-DWG-P-215 E
ECA1E NONE lm
{fur 1 of 2
8 7
6 1
3 2
1 TK-202 P-203 EFFLUENT TANK EFFLUENT PUMP 12,000 GAL F
F PRV-250 SET AT 150 PSIG B
o I
A GENERAL NOTES:
ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM, SEE VFS-EPM-000-DWG-P-115, SHEET 2 FOR SAMPLE DETAIL.
SIGNAL BASED ON TANK LEVEL TO CONTROL P-203.
8 7
CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON NAME VDAVISON r 'moor f "
JWILSON RGARRFTT eTloyd "
lj££ras AUTHCKITf CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 PROCESS P&ID F
VFS-EPM-000-DWG-P-215 F
NONE ledt l SHEET 2 OF 2
8 7
6 5l4 3
2 1
GENERAL NOTES:
CONCRETE NOTES:
~~1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.~~
F
2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
3. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
4. THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHOOSE THE APPROPRIATE STANDARD DETAIL FROM THOSE PROVIDED.
~~5. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.~~
~~FOUNDATION NOTES:~~
1.
CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACl 318-08 COMPRESSIVE STRENGTH OF 2500 PS} WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED, 2.
CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
AC I 117 -
STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.
AC I 301 -
SPECIFICATIONS FOR STRUCTURAL CONCRETE.
AC I 302 -
GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 305 - HOT WEATHER CONCRETING.
ACI 306 - COLD WEATHER CONCRETING.
~~3. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10-0" STRAIGHT EDGE MEASURED AS PER ASTM E1155:~~
~~OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, Fl>15 MINIMUM LOCAL LEVELNESS NUMBER, F!>10~~
4. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
~~WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1,1 AND IBC 1705.2.2.1~~
~~1. FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.~~
~~5. ANCHOR RODS SHALL CONFORM TO ASTM FI 554 Fy=36 KSl WITH HEAVY HEX HEADED END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD NUT TO ANCHOR ROD.~~
~~2 FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.~~
~~6. REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE UNLESS NOTED OTHERWISE.~~
3. EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL. PLACE A 12" THICK LAYER OF 3/4" MINUS CRUSHED ROCK OVER FABRIC.
~~7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED)~~
~~(A) CONCRETE CAST AGAINST AND PERMANENTLY PERMANENTLY EXPOSED TO EARTH: 3" (B) CONCRETE EXPOSED TO EARTH OR WEATHER:~~
~~6 THROUGH #18 BARS: 2~~
~~5 BAR, W31 ORD31 WIRE AND SMALLER: 1 1/2"~~
~~8. CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED. SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED.~~
9. CONCRETE EXPANSION ANCHORS SHALL BE HILT! KWIK BOLT TZ OR SIMPSON STRONG BOLT OR ENGINEER APPROVED. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED.
~~10. REINFORCING DOWEL ADHESIVE SHALL BE HILTI HIT HY.200 ADHESIVE, OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.~~
~~11. ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4" X 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE PER ACI 318.~~
~~12. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE.~~
~~REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.~~
~~13. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302.~~
14. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3 AND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING.
15. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.
~~CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:~~
1.
~~SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT.~~
2.
MATERIALS:
ADHESIVE: HILTI-HIT-HY-200
3.
INSTALLATION:
A. INSTALL PER ESR REPORT IN CLEAN HOLES.
4.
DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
CONCRETE - EXPANSION ANCHORS NOTES:
1.
~~SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.~~
2.
MATERIALS:
HILTI ANCHORS: KWIK-BOLTTZ
3.
INSTALLATION:
A.
USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER.
B.
CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS.
4.
~~DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.~~
5.
PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
ANCHOR RODS NOTES:
1.
~~ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE.~~
2.
~~FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.~~
3.
~~FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.~~
4.
~~A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.~~
5.
~~NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.~~
6.
HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
STATEMENT OF SPECIAL INSPECTION NOTES:
1.
IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
2.
CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI,
3.
~~SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC ANDAISC 341.~~
4.
POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR.
SYMBOLS:
NEW CMU WALL SHEAR WALL METAL DECK SPAN DIRECTION STEELCOLUMN NEW CONCRETE SLAB
> BRACED FRAME
'Y(DN)*
EXPANSION ANCHOR SCHEDULE ANCHOR DIAMETER HILTI KWIK BOLT TZ SIMPSON STRONG BOLT SHALLOW STANDARD DEEP SHALLOW STANDARD DEEP 1/2 2"
3 1/4" 2 3/4" 3 7/8" 5"
5/8" 3 1/8" 4"
3 3/8" 51/8" 6 1/8" 3/4" 3 3/4" 5"
4 1/8" 5 3/4" 7 1/2" r
5 1/4" 9 3/4" F
E D
C
~~16. UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.~~
17. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED.
~~18. PROVIDE (1) 2-0" LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 1/3 OF THE SLAB-ON-GRADE.~~
B
~~19.~~
~~REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT CONFORMS TO ACI 318-11, CLASS "B" SPLICES.~~
~~20.~~
AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR WATER CURED".
CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 A
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J PIERCE n^NFI RON J WILSON
'ROJECT MANAGER F 1 LOYD MSOuuTHo-rn s'
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CIMARRON PUMP AND TREAT SYSTEM PROJECT STRUCTURAL NOTES AND ABBREVIATIONS F VFS-EPM-000-DWG-S-201 KAit NONE liPT I <<n 1 of j l }
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F NOTES:
~~1. SEE VFS-EPM-000-DWG-C-201 FOR CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS.~~
~~2. SEE VFS-EPM-000-DWG-S-201 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
[T> 8 "THICKCONCRETE SLAB..
USE #5 REBAR AT 12" EACH WAV, C/C OVER 4" OF 5/8" CRUSHED MINUS COMPACTED FILL OVER 12" OF COMPACTED SUBGRADE WITH BROOM FINISH 1 TO 12 SLOPE, 5, SEE VFS-EPM-000-DWG-C-210 FOR FOUNDATION LOCATIONS, F
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D BURIAL AREA - INJECTION SKID - PLAN VIEW SCALE: 1/4"=1'-0" SECTION SCALE: 3 i'-tr D
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© VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 A
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6 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON CIMARRON PUMP AND TREAT SYSTEM PROJECT BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS f T" VFS-EPM-000-DWG-S-210 r r<<ir SHOWN
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ML22299A119

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