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

CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY AND BURIAL AREA-1 ENVIRONMENTAL PROPERTY MANAGEMENT OKLAHOMA CITY, OKLAHOMA GENERAL SYMBOL LEGEND DRAWING INDEX INDEX AND GENERAL SYMBOLS BURIAL AREA #1

-NORTH ARROW TO VFS-EPM-000-DWG-G-0D1 DRAWING INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-C-20I CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS BE LOCATED ON SHEETS IN VFS-EPM-000-DWG-C-210 BURIAL AREA #1 SITE PLAN UPPER LEFT CORNER (ZONE F8)

WATF SITE VFS-EPM-000-DWG-C-220 BURIAL AREA#! SITE UTILITY PLAN VFS-EPM-00D-DWG-C-230 BURIAL AREA #1 CIVIL DETAILS VFS-EPM-000-DWG-S-201 STRUCTURAL NOTES, AND ABBREVIATIONS DEMOLITION PLAN VFS-EPM-000-DWG-S-210 (3 SHEETS) BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS AT ELEVATION (-)1Q'~0" VFS-EPM-00O-DWG-G-2OO BURIAL AREA #1 GENERAL ARRANGEMENT PLAN SCALE: 1/4"= 1'-O' VFS-EPM-000-DWG-G-220 (2 SHEETS) BURIAL AREA #1 GENERAL ARRANGEMENT SECTIONS WATF BUILDING VFS-EPM-000-D WG-E-201 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-S-101 (2 SHEETS) WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-E-205 BURIALAREA#1 GROUNDING DIAGRAM

LETTERS ARE USED FOR SECTIONS/ELEVATIONS, VFS-EPM-D00-DWG-S-110 (2 SHEETS) WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN VFS-EPM-000-DWG-E-210 BURIAL AREA#! SINGLE LINE DIAGRAM NUMBERS ARE USED FOR DETAILS VFS-EPM-000-DWG-S-114 WESTERN AREA TREATMENT FACILITY TANK FOUNDATION PLAN VIEW/DETAIL VFS-EPM-OOO-DWG-E-211 BURIAL AREA#1 ELECTRICAL UTILITY PLAN

THE WORDSECTION' VFS-EPM-000-DWG-S-115 (5 SHEETS) WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-E-220 (SHEET 1) BURIAL AREA#I ELECTRICAL INSTALLATION DETAILS MAY BE REPLACED WITH VFS-EPM-00D-DWG-E-220 (SHEET 2) BURIAL AREA #1 ELECTRICAL ASSEMBLY AND DETAILS SCALE 1/2'=1'-<r ELEVATIONORDETAIL VFS-EPM-OOO-OWG-A-OfO (2 SHEETS) WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND BURIAL AREA #1 SITE SECURITY PLAN D

VFS-EPM-000-DWG-A-100 (6 SHEETS) WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLANS VFS-EPM-000-DWG-J-211 VFS-EPM-000-DWG-A-1IO (3 SHEETS) WESTERN AREA TREATMENT FACILITY ELEVATIONS AND SECTIONS SHEET REFERENCE VFS-EPM-000-DWG-A-120 (SHEET 1) WESTERN AREA TREATMENT FACILITY RESTROOM PLAN VFS-EPM-000-DWG-P-210 (2 SHEETS) BURIAL AREA#! PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-A-120 (SHEET 2) WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-P-215 (2 SHEETS) BURIALAREA#1 PROCESS P&ID VFS-EPM-000-DWG-A-130 (SHEET 1) WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS "e \ sect ion VFS-EPM-000-DWG-A-130 (SHEET 2) WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH, SCALE: 3M = 1-0" VFS-EPM-000-DWG-E-101 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-110 WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM

DASH IS USED WHEN CALL OUT VFS-EPM-000-DWG-E-111 WESTERN AREA TREATMENT FACILITY GROUNDING DIAGFiAM IS ON THE SAME SHEET VFS-EPM-000-DWG-E-112 WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN VFS-EPM-000-DWG-E-113 WESTERN AREA TREATMENT FACILITY UNDERGROUND CONDUIT PLAN VFS-EPM-000-DWG-E-114 (SHEET 1) WESTERN AREA TREATMENT FACILITY GROUNDING PLAN 0 ASSEMBLY/DETAIL VFS-EPM-000-DWG-E-114 (SHEET 2) WESTERN AREA TREATMENT FACILITY ENLARGED GROUNDING PLAN VFS-EPM-000-DWG-E-114 (SHEET 3) WESTERN AREA TREATMENT FACILITY GROUNDING DETAILS SCALE: 1/4"=1'-0" VFS-EPM-000-DWG-E-l 15 (3 SHEETS) WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN VFS-EPM-000-DWG-E-1 IT WESTERN AREA TREATMENT FACILITY RECEPTACLE PLAN VFS-EPM-000-DWG-E-118 WESTERN AREA TREATMENT FACILITY LIGHTNING PROTECTION PLAN VFS-EPM-000-DWG-E-120 (2 SHEETS) WESTERN AREA TREATMENT FACILITY LIGHTING PLAN VFS-EPM-000-DWG-E-130 (4 SHEETS) WESTERN AREA TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-OOO-OWG-Q-100 WESTERN AREA TREATMENT FACILITY GENERAL ARRANGEMENT VFS-EPM-000-DWG-G-105 WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING PLAN

/ VFS-EPM-000-DWG-G-105 (2 SHEETS) WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING 1002-05/

MO 02-05, VFS-EPM-000-DWG-G-130 WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING PLAN VFS-EPM-000-DWG-G-131 (2 SHEETS) WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING (DETAIL CALL OUT WITH SHEET REFERENCE)

VFS-EPM-000-DWG-J-110 WESTERN AREA TREATMENT FACILITY INSTRUMENTATION AND CONTROL PLAN VFS-EPM-000-DWG-J-111 WESTERN AREA TREATMENT FACILITY SITE SECURITY PLAN VFS-EPM-000-DWG-J-112 WESTERN AREA TREATMENT FACILITY BUILDING SECURITY PLAN VFS-EPM-000-DWG-J-115 INSTRUMENTATION AND CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM VFS-EPM-000-DWG-M-100 WESTERN AREA TREATMENT FACILITY MECHANICAL PLAN VFS-EPM-000-DWG-P-100 WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR VFS-EPM-000-DWG-P-500 WESTERN AREA TREATMENT FACILITY P&ID DOMESTIC WATER 302-05 J WATF PROCESS

SUMMARY

VFS-EPM-000-DWG-P-001 PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-P-I10 (2 SHEETS) WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-t 11 (2 SHEETS) WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM WATF IX TREATMENT

^M002-05 VFS-EPM-000-DWG-M-110 (8 SHEETS) MECHANICAL WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT VFS-EPM-000-DWG-M-111 (4 SHEETS) MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME (SECTION OR ELEVATION CALL OUTS)

VFS-EPM-000-OWG-C-001 VFS-EPM-000-DWQ-P-l 15 (5 SHEETS) WESTERN AREA TREATMENT FACILITY PAID URANIUM IX TREATMENT WATF SPENT RESIN HANDLING A

REVISION TRIANGLE WESTERN AREA TREATMENT FACILITY GEN, ARRANGEMENT SPENT RESIN HANDLING VFS-EPM-OOO-OWG-G-120 (X INDICATES REVISION NUMBER) WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-OOO-DWG-G-121 (3 SHEETS)

VFS-EPM-*000-DWG-S-120 VFS-EPM--000-DWG-S-120 (SHEET 1)

(SHEET 2)

WESTERN AREA TREATMENT FACILITY WESTERN AREA TREATMENT FACILITY SPENT RESIN SPENT RESIN HANDLING HANDLING MEZZANINE - PLAN MEZZANINE - FRAMING CONCEPTUAL DESIGN VFS-EPM-*000-DWG-S-120 (2 SHEETS) WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS

© VGOLIA VEOLIA NUCLEAR SOLUTIONS VFS-EPM- 000-DWG-S-I20 (SHEET 5) WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS . FEDERAL SERVICES, LLC 295 Bradley, Suite 300 VFS-EPM-OOO-DWG-P-125 WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING Richland, WA 99352 GENERAL NOTES:

[j> FLAG NOTE EXAMPLE.

CIMARRON NAME

2. GENERAL NOTE EXAMPLE. sffioORE A iMlLSON PUMP AND TREAT SYSTEM PROJECT A DRAWING INDEX AND

!Tloyd k 'xh ELto?DM GENERAL SYMBOLS REF NUMBER TITLE DWG NO TITLE REFERENCES ClttiM AUTHOR ETY VFS-EPM-000-DWG-G-001 DRAWING TRACEABILITY LIST NEXT USED ON 8

8______ 716l5 ilL 3l2l1 LEGEND ABBREVIATIONS BUILDING ENVELOPE NOTES GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)

CLIMATE ZONE 5B 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL l A I ROOM NUMBER ACT ACOUSTICAL CEILING TILE MISC MISCELLANEOUS BUILDING CODE (IBC), NFPA 101,2017 NATIONAL ELECTRIC CODE, UNIFORM ADA AMERICANS WITH MTL METAL INSULATION VALUES: PLUMBING CODE, AND LOCAL JURISDICTION REQUIREMENTS.

Cm DOOR NUMBER DISABILITIES ACT NIC NOT IN CONTRACT AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE ROOF: R-25+ R-11 LINER SYSTEM WITH SPACER BLOCKS 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, ALUM ALUMINUM OF OVERFLOW DRAIN

WALL TYPE WALLS: R-19 CONTINUOUS INSULATION INSTALLATION STANDARDS, AND CONSTRUCTION CONDITIONS. FIELD VERIFY F ANDZ BOB ANODIZED BOTTOM OF BEAM OFCI OWNER FURNISHED, CONTRACTOR INSTALLED SLAB: R-10, 24 INCH MIN FROM TOP OF SLAB ALL NECESSARY DIMENSIONS. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION (x) WINDOW / OPENING NUMBER C/C CENTER TO CENTER OFOI OWNER FURNISHED, OPENINGS: OF THE OWNER'S REPRESENTATIVE. WORK DONE WITHOUT THE OWNER CFMS COLD FORMED METAL STUD OWNER INSTALLED OPAQUE DOORS: U 0.37 REPRESENTATIVE'S APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

NEW WALL CJ CONTROL JOINT OSB ORIENTED STRAND BOARD C.l. CONTINUOUS INSULATIONS PAINT TYPE NUMBER NON-SWING DOORS: R-4.75 P-# 3. DRAWINGS MAY BE REDUCED, VERIFY SCALE.

IAAAAAI 1-HR RATED WALL CLG CEILING PLAM PLASTIC LAMINATE o

C-BRD CEMENT BOARD PLN PLAN VAPOR RETARDER: PROVIDE ON WARM SIDE OF THE WALLS, SEAL SEAMS. 4. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY. THE CG CORNER GUARD PLWD PLYWOOD CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVICES, LIGHTING FIXTURE, LED CLR CLEAR PRE PRE FINISHED AIR BARRIER: PROVIDE AIR BARRIER AT BUILDING ENVELOPE ON ALL WALLS, AND PROTECTIVE EQUIPMENT, AND TAKE ANY OTHER NEEDED ACTIONS CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED ROOFS, AND FLOORS. NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND CONC CONCRETE RBR RUBBER TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED BY THE CONST CONSTRUCTION RD ROOF DRAIN (X) EXIT LIGHT BUILDING ENVELOPE: SEAL, CAULK GASKET AND/OR WEATHER SEAL ALL CONTRACT.

CONT CONTINUOUS REFR REFRIGERATOR EXTERIOR PENETRATIONS.

CPT CARPET RM ROOM

5. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL CT CERAMIC TILE RO ROUGH OPENING BUILDING AIR INFILTRATION REQUIREMENT - PER WA 51-11C-40609 AIR INFORMATION PERTAINING TO EACH DISCIPLINE.

!= UGHTING FIXTURE, DS DOWN SPOUT RWL RAIN WATER LEADER WALL MOUNT S-TRD INFILTRATION SHALL BE VERIFIED BY WHOLE BUILDING PRESSURIZATION EIFS EXTERIOR INSULATION STAIR TREAD TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY 6. REFER TO PROJECT CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL FINISH SYSTEM SAI SOUND ATTENUATION AN INDEPENDENT THIRD PARTY ENGAGED BY THE GENERAL CONTRACTOR. INFORMATION.

2A:10B:C RATED FIRE ELEV ELEVATION INSULATION SATC SUSPENDED ACOUSTICAL THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL EXTINGUISHER MOUNTED NO ENAM ENAMEL 7. ALL METAL BUILDING DETAILS AND CALLOUTS ARE FOR REFERENCE ONLY.

E NOT EXCEED 0.40 CFM/FT2 (2.0 L/S<<M2) UNDER A PRESSURE DIFFERENTIAL E HIGHER THAN 40" A.F.F. EQP EQUIPMENT SC TILE CEILING SOLID CORE OF 0.3 IN. WATER (75 PA), WITH THE CALCULATED SURFACE AREA BEING THE METAL BUILDING MANUFACTURER DETAILS SHALL SUPERCEDE DETAILS IN

TEMPERED GLASS EXPD EXPOSED SD SOAP DISPENSER SF SQUARE FEET THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, FD FLOOR DRAIN SHT SHEET STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO FE FIRE EXTINGUISHER SHT-V SHEET VINYL THE CODE OFFICIAL AND THE BUILDING OWNER.

FEC FIRE EXTINGUISHER NUMBER (DETAIL REFERENCE) CABINET SIM SIMILAR SHEET NUMBER REFERENCE FF FINISHED FLOOR SLR SEALER FFIN FACTORY FINISH SPEC SPECIFICATION FS FINISHED SURFACE STL STEEL NUMBER (DETAIL REFERENCE) GA GAUGE TBD TO BE DETERMINED REFERENCE ON SAME SHEET GALV GALVANIZED THK THICKNESS AS DETAIL CALLOUT GB GRAB BAR TPD TOILET PAPER DISPENSER GWB GYPSUM WALL BOARD TOC TOP OF CONCRETE VFS-XXX-XXX-DWG-XO<Xx) HB HOSE BIB TYP TYPICAL NUMBER (DETAIL REFERENCE)

HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE DRAWING NUMBER REFERENCE HORIZ HORIZONTAL UR URINAL HR HOUR VERT VERTICAL INSPN INSPECTION VCT VINYL COMPOSITION TILE LETTER (SECTION/ELEVATION LAV LAVATORY VGB VERTICAL GRAB BAR REFERENCE) LS LANDSCAPING VIN VINYL DRAWING OR SHEET NUMBER MATL MATERIAL WC WATER CLOSET D REFERENCE MAX MCJ MAXIMUM MASONRY CONTROL JOINT WD WH WOOD WATER HEATER D

MFRS MANUFACTURERS "X" FIRE RESISTANT LABELED MIN MINIMUM GWB METAL WALL PANEL COMBINATION EMERGENCY LIGHTING AND EXIT SIGN PER I.B.C./NFPA/IFC. (BATTERY BACK UP)

EXTERIOR SIGNAGE LIGHTING EXTERIOR SECURITY LIGHT FIXTURE C c INDICATES ROOF DRAIN AND OVERFLOW

\ INDICATES SLOPE 2 PORT CAT6 ETHERNET WALL PORT 2 PORT CAT6 ETHERNET FLOOR PORT 2'X4 ACOUSTICAL CEILING TILE INDICATES ROOF ELEVATION B CHANGE VFS-EPM-000-DWG-A-010 METAL ROOF PANEL CONCEPTUAL DESIGN VEOUA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON PUMP AND TREAT SYSTEM PROJECT A WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND REF NUMBER TITLE DWG NO TITLE REFERENCES VFS-EPM-000-DWG-A-010 DRAWING TRACEABILITY LIST NEXT USED ON IE IE

8l7l6l5 i 4 3 2 1 CODE ANALYSIS:

GENERAL INFORMATION AUTHORITY HAVING JURISDICTION: CITY OF CIMARRON CODE: IBC PROJECT ADDRESS: N/A ZONING:

F PROJECT DESCRIPTION:

PARKING REQUIRED:

EV PARKING INFRASTRUCTURE:__________________ ____________________________________________________________ NO_

CHAPTER 3 OCCUPANCY CLASSIFICATION:___________________ F-2 (LOW HAZARD FACTORY)

CHAPTER 5 ALLOWABLE HEIGHT (FT.), TABLE 504.3: 55 FT. (NON-SPRINKLERED)

ALLOWABLE STORIES ABOVE GRADE, TABLE 504.4:

F-2: 3 STORIES (NON-SPRINKLERED)

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

F-2:23,000 SQ. FT. (NON-SPRINKLERED)

PER SECTION 507.3 BUILDING IS ALLOWED TO BE UNLIMITED AREA ALLOWABLE AREA INCREASE. SECTION 506:

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

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

E PROPOSED HEIGHT (FT.): 25'-8" PROPOSED STORIES ABOVE GRADE: 1 STORY PROPOSED AREA, PER FLOOR: 16,100 PROPOSED TOTAL BUILDING AREA: 16,100 REQUIRED OCCUPANCY SEPARATION, TABLE 508.4: PRE ENGINEERED MTL. BLDG.

CHAPTER 6 CONSTRUCTION TYPE, TABLE 601: TYPE ll-B CMU W/INTERIOR METAL STUDS WALLS EXTERIOR WALL FIRE RATING REQUIREMENT, TABLE 602: 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: NO D FIRE SPRINKLER SYSTEM INSTALLED: N/A FIRE EXTINGUISHERS REQUIRED. SECTION 906: YES SEE EXIT PLAN FIRE ALARM SYSTEM, SECTION 907: YES IF REQUIRED, SYSTEM SHALL MEET NFPA 72 REQUIREMENTS CHAPTER 10 OCCUPANT LOAD, TABLE 1004.1.2:

NON PROCESS OCCUPANCY: 41 OCCUPANTS F-2 PROCESS OCCUPANCY: 78 OCCUPANTS TOTAL BUILDING OCCUPANCY: 119 OCCUPANTS MEANS OF EGRESS CAPACITY, SECTION 1005:

MEANS OF EGRESS COMPONENTS:

B/M: 119 OCCUPANTS X 0.2" = 23.8" REQ'D WIDTH MEANS OF EGRESS, STAIRWAYS: N/A NUMBER OF EXITS, SECTION 1006:

NON-PROCESS 41 <49 = 1 EXIT REQ'D, 2 PROVIDED F-2 (PROCESS) 78>49 = 2 EXITS REQ'D, 7 PROVIDED C

(TOTAL OF 9 EXITS PROVIDED)

LEGEND c PANIC HARDWARE REQUIRED, SECTION 1010.1.10:

NO 1-HR FIRE RATED VFS-EMP-000-DWG-E-120 SHEET 1&2 (REFLECTED CEILING & CORRIDOR WALLS EXIT SIGNS SHOWN ON PLANS, SECTION 1013:

LIGHTING PLAN)

HANDRAIL TYPE, SECTION 1014.3:

MAXIMUM EXIT TRAVEL DISTANCE, TABLE 1017.2: F-2: 300'-0" TRAVEL DISTANCE FIRE AND LIFE SAFTEY PLAN SCALE: 3/32-1'-0" CHAPTER 29 MINIMUM NUMBER OF PLUMBING FIXTURES, TABLE 2902.1:

OCCUPANCY CLASSIFICATION: F-2 ('USING REQUIREMENTS OF M OCCUPANCY) TOTAL OCCUPANTS (PER GENDER): OCCUPANTS: 119/2 = 60 WATER CLOSETS:

FEMALE: (1:100) = 1 REQ'D, 1 PROVIDED MALE: (1:100)= 1 REQ'D, 1 PROVIDED LAVATORIES:

(1:100)= 1 REQ'D, 1 PROVIDED OJ FEMALE: LL (1:100)= 1 REQ'D, 1 PROVIDED O MALE:

C-J B

CONCEPTUAL DESIGN Q VGOUA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME CIMARRON A GGREEN MCORBIN PUMP AND TREAT SYSTEM PROJECT i r.i S MOORE WESTERN AREA J WILSON TREATMENT FACILITY CODE INFORMATION E LLOYD REF NUMBER REFERENCES HSCT AUTHOTTf h VFS-EPM-000-DWG-A-010 i DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l EOT l SHEET 2 OF 2

VFS-EPM-OOO-DWG-A-100 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

VFS-EPM-000-DWG-A-100

© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ROOF PLAN SCALE: 1/8" = 1-0" NAME CIMARRON A SMOORE J PIERCE PUMP AND TREAT SYSTEM PROJECT M CORBIN jJS CM E>:' ER WESTERN AREA J WILSON

-r.OJtCT VAWitS TREATMENT FACILITY E LLOYD

^ ROOF PLAN VFS-EPM-000-DWG-A-100 REF NUMBER REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON e AS SHOWN l to

_E

VFS-EPM-OOO-DWG-A-110

RESTROOM KEY NOTES:

!-©

1 ALL FIXTURES TO MEET ADA REQUIREMENTS

~ m CONTRACTOR TO SUBMIT ALL ADA CASEWORK AND 2

HARDWARE FOR REVIEW PRIOR TO ORDERING.

TYPICAL ADA RESTROOM PLAN SCALE: 1 /2" = 1 -0" ELEVATION A ELEVATION B 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)

ADA. APPROVED TOILET (PROVIDE CD SUBMITTAL)

CD RECESSED TOILET TISSUE DISPENSER.

CD ADA PAPER DISPENSER CD ADA APPROVED MIRROR OK CD ADA APPROVED SISK Y

©-^ NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS AND HARDWARE SUBMITTALS FOR REVIEW PRIOR TO ORDERING, G>

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153 17"-19"

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ELEVATION C l

ENLARGED RESTROOM PLAN RESTROOM ELEVATION A SCALE: 1/2" = 1-0" SCALE: 1/4"= 1-0" 40 MAX.

2-10" ry> 2-10" I

VERIFY 17"-19"

- 19" min . -

TYPICAL ADA RESTROOM SECTION 4 SCALE: 1/2= 1'-0"

©1 y© 71° JL \

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ELEVATION A ELEVATION B ELEVATION C ELEVATION D CONCEPTUAL DESIGN Qvgolia VEOLIA NUCLEAR SOLUTIONS RESTROOM ELEVATION B FEDERAL SERVICES, LLC 295 Bradley, Suite 300 SCALE: 1/4" = I'-O" Richland, WA 99352 GGRRFN NAME D43-t S^Im, CIMARRON PUMP AND TREAT SYSTEM PROJECT J PIERCE M CORBIN WESTERN AREA SwOosT F11 OYD TREATMENT FACILITY

^" RESTROOM PLAN REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION Desna authorit y VFS-EPM-000-DWG-A-120 DRAWING TRACEABILITY LIST NEXT USED ON

8 7 6 5i4l3l2l1

- JOIST PER PLAN LATERAL BRACING CLIP ANGLE STIFFENER - BACK OF JOIST METAL STUD HEADER 0 DETAIL-TYPICAL SCALE: NONE

SCALE; NONE

=g WALL ASSFMBLY: f 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

16GA METAL WALL PANEL PER FINISH FLOOR PEMB MANUFACTURER PEMB MANUFACTURER ELEVATION VIEW WEB REINFORCEMENT - DOUBLE WEB FIRE EXTINGUISHER

AT OFFICE AREA AT PROCESS AREA OFFICE AREA SCALE: NONE

CORRIDOR CEILING ASSEMBLY:

26GA METAL ROOF PANEL BY

(1) LAYER TYPE X 5/8" GWB CORRIDOR CEILING ASSEMBLY: PEMB MFR

1000162-43 JOISTS @ 16" OC

8" METAL PURLINS BY PEMB MFR

1000162-43 JC>ISTS @ 16" OC

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

ACOUSTIC CEJUNG TILE

7/8" RESILIENT CHANNEL @ 16" OC

ACOUSTIC CEILING TILE

5/8" DENSGLASS SHEATHING WALL ASSEMBLY:

TYPE 'X' 5/8" GWB

550SFS162-33EQS STUDS @ 16" OC

SOUND BATTINSUL (OPT) -Jl . >

TYPE 'X' 5/8" GWB

~T ?

1-0"

_L 1-HR RATED 1-HR RATED TYPICAL TYPICAL WALL CONCEPTUAL DESIGN INTERIOR WALL AT CEILING AT CEILING AT TYPICAL ROOF AT BETWEEN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS 3 © OFFICE AREA OFFICE AREA OFFICE AREA PROCESS AREA PROCESS AREAS FEDERAL SERVICES, LLC

© GA FILE: WP 1072 < > GA FILE: WP 1072 (SIM) 295 Bradley, Suite 300 Richland, WA 99352 WALL/ROOF/CEILING ASSEMBLIES SCALE: 1 = 1-0" GGRFFN NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT J PIERCE M CORBIN WESTERN AREA TREATMENT J WILSON'""

FACILITY ARCHITECTURAL E LLOYD

^ DETAILS REFERENCES DESCRIPTION 6U&J liWJ&UTi VFS-EPM-100-DWG-A-130 B DRAWING TRACEABILITY LIST NEXT USED ON e AS SHOWN led I

4 3 2 1 HARDWARE NOTES

1. SEE VFS-EMP-DWG-000-A-110 SHEET 2 FOR GENERAL THRESHOLD IN SEALANT w NOTES, LEGEND, AND ABBREVIATIONS.

§CL PASSAGE SET PRIVACY LOCKSET

2. DOOR AND FRAME FINISH COLORS SHALL BE OFFICE LOCKSET OVERHEAD STOP KICK PLATE DETERMINED BY THE OWNER. CONTRACTOR SHALL CLOSER 5 SUBMIT SAMPLES FOR APPROVAL.

F l DOOR SCHEDULE S F ENTRY LOCKSET STORE RM LOCKSET

3. TABLE SHOWS MINIMUM DESIRED HARDWARE l REMARKS SHEET NO DOOR NO NO OF DOORS DOOR SIZE TYPE DOOR MATL FINISH TYPE FRAME MATL FINISH

.OUVER SIZE LABEL DETAIL NO PANIC DEVICE 1 PUSH/PULL FUNCTIONS. ALL HARDWARE SHALL HAVE ALL OPERABLE PARTS, A SHAPE THAT IS EASY TO GRASP WIDTH HEIGHT THK

L 1LL L WITH ONE HAND, AND DOES NOT REQUIRE TIGHT A-100-SH2 101 1 3'-0" 7-0 1-3/4" B MTL PAINT 1 MTL PAINT - - -

GRASPING, PINCHING OR TWISTING OF THE WRIST TO 1 1 A-100-SH2 102 1 3-0" 7-0" 1-3/4" A MTL PAINT 1 MTL PAINT - - OPERATE AS PER ICC/ANS1117.1.

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

4. ALL HARDWARE TO BE CONFIRMED WITH OWNER PRIOR TO PROCUREMENT.

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

5. PROVIDE TEMPERED GLASS IN ALL DOORS, 24" OF A-100-SH2 107 1 3-0" 7-0" 1-3/4" B MTL PAINT 1 MTL PAINT - 45 MIN - DOOR SWING IN ANY ADJACENT PLANE; ANY PANE MTL PAINT 1 MTL - 45 MIN -

LARGER THAN 9 SQUARE FEET, AT EXPOSED BOTTOM A-100-SH2 106 1 3-0" 7-0" 1-3/4" A PAINT A-100-SH2 109 1 3-0" 7'-0" 1-3/4" B MTL PAINT 1 MTL PAINT - 45 MIN -

j__

EDGE LESS THAN 16 INCHES ABOVE FINISHED FLOOR, A-100-SH2 110 1 3-D" 7-0" 1-3/4" B MTL PAINT 1 MTL PAINT 45 MIN - *

EXPOSED EDGE MORE THAN 36 ABOVE FINISHED FLOOR AND WITHIN 36 INCHES OF ADJACENT WALKWAY A-100-SH2 111 1 3-0" 7'-0" 1-3/4" A MTL PAINT 1 MTL PAINT - - * * *

AND ABOVE DOORS.

A-100-SH2 112 1 3-0" 7'-0" 1-3/4" A MTL PAINT 1 MTL PAINT 45 MIN

6. INSULATED DOOR, GASKET AT PERIMETER OF DOOR A-100-SH2 113 1 3-0" 7-0" 1-3/4" A MTL PAINT 1 MTL PAINT 45 MIN

AND FRAME, RETRACTABLE DOOR SEAL AT THE DOOR

A B C 1 E

PAINT 1 45 MIN A-100-SH2 114 1 3-0" 7'-0" 1-3/4" A MTL MTL PAINT - BOTTOM. £ 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 - - - * *** DOOR TYPES FRAME TYPES 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 - NOTE:

C C *

121 7'-0" 1-3/4" A MTL PAINT 1 MTL PAINT * * * * * * * = TEMPERED GLASS A-100-SH1 3-0" 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 , - - - 1 E* * *

j __l A-100-SH1 i 129 1 3'-0n 7-0" 1 3/4" A MTL PAINT MTL PAINT - *1 #!

1 A-100-SH2 130 1 l 3'-0" 7'-0" 1-3/4" B MTL PAINT 1 MTL PAINT : -

E D

WINDOW SCHEDULE 5'-0" m- 5'-0" m- 5-0" I #

WINDOW FRAME I # t SHEET NUMBER WINDOW TYPE FIRE RATING DETAILS REMARKS A-100-SH2 A SIZ MIN (WXH) 3'-0"x3,-10" MATL INSULATED THK r

TYPE MATL FINISH ALUM CLEAR - - T A-100-SH2 B 5'-Dx4'-D" INSULATED r - ALUM CLEAR - - - 3-r

4'-0" 4'-Q" 4'-0" A-100-SH2 C 5-0"x4'-0" INSULATED r HM PAINT - - -b A-100-SH2 D 6*-0"x4'-0" INSULATED r HM PAINT - - -

WINDOW TYPES INTERIOR FINISH SCHEDULE FINISH MATERIALS WALLS CEILING MATERIAL SPECIFICATIONS ROO FLOOR NORTH EAST SOUTH WEST B1 4"H RUBBER BASE M ROOM NAME REMARKS FINISH MATER MATE MATE MATE MATE NO. BASE FINISH BASE FINISH BASE FINISH BASE FINISH FINISH HEIGHT B2 6"H RUBBER BASE IAL RIAL RIAL RIAL RIAL 101 ELECTRICAL CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0" - CONC SEALED CONCRETE INSTRUMEN FRP FIBER REINFORCED PLASTIC PANELS 102 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9-0" -

TROOM P1 GENERAL WALL PAINT, SHERWIN WILLIAMS OR EQUAL 103 OFFICE 2 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0" -

CP CARPET ENERCON 104 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - ff-ff' OFFICE 105 OFFICE 1 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0 -

CONTROL 106 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0" -

ROOM STORAGE/

107 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0" -

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

E 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" -

CONCEPTUAL DESIGN Q VOLIA 112 CORRIDOR CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - +/-10'-0" -

JANITOR B1 VEOLIA NUCLEAR SOLUTIONS 113 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 GWB P1 ACT - +/-10'-0" - FEDERAL SERVICES, LLC CLOSET 295 Bradley, Suite 300 114 DATA ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9'-0 - Richland, WA 99352 STORAGE 115 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT - 9-0" -

ROOM NAME CIMARRON A GGREEN

.1 PIFRCF PUMP AND TREAT SYSTEM PROJECT M CORBIN WESTERN AREA TREATMENT

.i w Tron 'w FACILITY ARCHITECTURAL E LLOYD DOOR, WIN., & FINISH SCH.

B REF NUMBER TITLE DWG NO TITLE REFERENCES hesoi AinwHurr h VFS-EPM-100-DWG-A-130 DRAWING TRACEABILITY LIST NEXT USED ON AS SHOWN ledt l sh ee t 2 of 2 8 7 6

8 7 6 5[4 3 2 1 GENERAL NOTES: LEGEND:

1. CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION ELECTRICAL CONDUIT/CABLE DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES. COMMUNICATION CONDUIT/CABLE

2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING fo ---------------- FIBER OPTIC CABLE 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 IS ------------ INJECTION SKID ORIGINAL AT CONTRACTOR'S EXPENSE.

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.

SAN- SANITARY SEWER LINE

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

FENCE LINE

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

GRADE BREAK

6. EROSION AND SEDIMENT CONTROL BMP'S INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION i-v"v VVI ACTIVITIES. y s/ WN/\yV\ ANGULAR STONE

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. E CONCRETE TRUEGRID PERMABLE PAVERS GRAVEL ABBREVIATIONS:

suss COMPACTED SOIL OR STRUCTURAL FILL BMP EL BEST MANAGEMENT PRACTICES ELEVATION

-o- ELECTRICAL POLE s

EP EDGE OF PAVEMENT FG FINISHED GRADE DOMESTIC WATER VALVE FF GB LF FINISHED FLOOR GRADE BREAK IS BACK FLOW PREVENTER LINEAR FEET R

RG RADIUS ROUGH GRADE A FIRE HYDRANT TOE TOE OF SLOPE TOF TOP OF FOUNDATION SITE ELECTRICAL NOTES TOP TOP OF SLOPE

O B x V)

CONCEPTUAL DESIGN

© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON A PUMP AND TREAT SYSTEM PROJECT A CIVIL SYMBOLS, NOTES AND ABBREVIATIONS DWG NO TITLE REF NUMBER REFERENCES TITLE VFS-E PM-000-DWG-C-101 c DRAWING TRACEABILITY LIST NEXT USED ON sent NONE ]e OT I SHIFT 1 8 7 6 5 f 4 3 1

8 7 6 5i4l3 1 GENERAL NOTES:

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 WESTERN AREA

.1 WII RON TREATMENT FACILITY SITE PLAN F I.I.OYD REF NUMBER TITLE ___"

DWG NO TITLE REFERENCES \

17 DESCBPT1DN DESIGN ALTHOFUTr F VFS-EPM-000-DWG-C-110 DRAWING TRACEABILITY LIST NEXT USED ON 8 l 7 l 6 l 5 ] 4 l 3 1

8 2 1 GENERAL NOTES:

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

F 2. SEE VFS-EPM-000-DWG-C-101 FOR GENERAL NOTES, LEGEND, AND F

ABBREVIATIONS.

STORM WATER CULVERT. INSTALLED BY OTHERS.

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.

WA INFLUENT TANK TK-101 D D BA1 INFLUENT TANK TK-105 BACKWASH WATER TANK TK-106 EFFLUENT TANK TK-102 C

INJECTION SKID B

CONCEPTUAL DESIGN

© VEOLIA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SITE PLAN SCALE: 1" = 20'-0" R MOORF NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT Tp 'ierc T D NELSON WESTERN AREA J WII SON --'"vSys TREATMENT FACILITY E LLOYD SITE UTILITY PLAN REF NUMBER TITLE KSeWTON VFS-EPM-000-DWG-C-113 H Z1 US' DESIGN WTWUTt DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON .e AS SHOWN~F 8

8lIl6 5[4 3 2 1 SOUTH ELEVATION SCALE: 1/8"=r-0" CONCEPTUAL DESIGN

© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 RMOORF NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT D NELSON J PIERCE WESTERN AREA JWII RON TREATMENT FACILITY E LLOYD O' 4 8 16 24" ^---- ELEVATIONS i/8n = r-o- REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES DESCRIPTION oesio i MmiDfUTT VFS-EPM-000-DWG-C-130 DRAWING TRACEABILITY LIST NEXT USED ON 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.

D CHAIN-LINK FENCE WITH GATE DETAIL Vc-110/ SCALE: NONE AS SHOWN ON CIVIL LAYOUTS STEEL CAP PLATE STEEL CAP PLATE 1/2" REFLECTIVE TAPE (TYP) 1/2" REFLECTIVE TAPE (TYP)

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

5 DOWEL AT 18' SCHEDULE 120 PIPE INSERT SLEEVE REMOVABLE BOLLARD DETAIL CONCEPTUAL desig n BOLLARD DETAIL

.C-110,/ SCALE: NONE

/"Tn misc ellaneous equipmen t pad Vc-noJ SCALE: NONE S MOORF NAME ZL-fs STn ,

CIMARRON PUMP AND TREAT SYSTEM PROJECT V DAVISON FTNFI SON --"vST CIVIL DETAILS J WII SON F. LLOYD -^Ts REF NUMBER TITLE DWG NO TITLE REFERENCES DESmAUTHSnm F VFS-EPM-000-DWG-C-150 c DRAWING TRACEABILITY LIST NEXT USED ON SCALE NONE l EDT l SHEET 1 OF 2

8Il 6 5l4 3 2 1 LINES: SYMBOLS: (CONTINUED) ABBREVIATIONS: INSTRUMENT/FUNCTION SYMBOLS: GENERAL NOTES:

CONDUCTOR/CONDUIT A AMPERES PRIMARY LOCATION SURGE PROTECTION DEVICE,

UNDERGROUND CONDUIT lsppl INTERNAL BA1 BURIAL AREA 1 NORMALLY ACCESSIBLE TO

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

CKT CIRCUIT

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

=© DUPLEX RECEPTACLE CTRL CONTROL F --------- G-----------GROUNDING CONDUCTOR DP DISTRIBUTION PANEL DISCRETE INSTRUMENTS DS DISCONNECT SWITCH

-- -------------EMBEDDED REBAR DOUBLE DUPLEX RECEPTACLE EGC EQUIPMENT GROUNDING CONDUCTOR FACP FIRE ALARM CONTROL PANEL 'xxfr SHARED DISPLAY, F.O. FIBER OPTIC DUPLEX RECEPTACLE, GROUND SHARED CONTROL

=© G GROUND PHASE FAULT CIRCUIT INTERRUPTER GEC GROUNDING ELECTRODE CONDUCTOR GFCI GES GROUNDING ELECTRODE SYSTEM SWITCHED DUPLEX RECEPTACLE, GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER zQ FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR NEUTRAL GFCI WITH WEATHERPROOF COVER GND GROUNDING CONDUCTOR GROUND WP HMI HUMAN MACHINE INTERFACE HP HORSE POWER MULTI-OUTLET ASSEMBLY HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ I/O INPUT/OUTPUT SYMBOLS: IX ION EXCHANGE 2'X4" LUMINAIRE KV KILO-VOLT A = FIXTURE TYPE k

KVA KILO-VOLT AMPERES KW KILO-WATT CORD & PLUG/RECEPTACLE E 4 X 4" LUMINAIRE A = FIXTURE TYPE KWH LED KILO-WATT HOUR LIGHT EMITTING DIODE E LP LIGHTING PANEL LSI LONG SHORT INSTANTANEOUS LSIG LONG SHORT INSTANTANEOUS GROUND FAULT

< NON-FUSED DISCONNECT SWITCH 1'X 4LUMINAIRE MCC MOTOR CONTROL CENTER A = FIXTURE TYPE MLO MAIN LUGS ONLY N NEUTRAL NEC NATIONAL ELECTRICAL CODE ZX 4LUMINAIRE A - FIXTURE TYPE P PUMP/POLE BREAKER FUSED DISCONNECT SWITCH PH PHASE PLC PROGRAMMABLE LOGIC CONTROLLER A V X4* LUMINAIRE W/ EMERGENCY PLG PLUG BATTERY PACK PP POWER PANEL A = FIXTURE TYPE PWR POWER RCPT RECEPTACLE A SKD SKID 2 X 4 LUMINAIRE W/ EMERGENCY BATTERY PACK SPD SURGE PROTECTIVE DEVICE LINE BREAK A FIXTURE TYPE SWBD SWITCHBOARD V VOLTS

CONNECTION POINT/ GROUND ROD VA VOLT AMPERES

<3 HIGH BAY LUMINAIRE VFQ VARIABLE FREQUENCY DRIVE A FIXTURE TYPE W WATTS/WIRE EXOTHERMIC BOND OR COMPRESSION D FITTING CONNECTION WATF WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF Ao HIGH BAY LUMINAIRE WITH EMERGENCY BATTERY PACK XFMR TRANSFORMER A

FIXTURE TYPE XO TRANSFORMER SECONDARY NEUTRAL

^ 20A CIRCUIT BREAKER (TRIP)

WALL MOUNTED LUMINAIRE H A FIXTURE TYPE K 1500 A

.J 2000 CIRCUIT BREAKER (TRIP/FRAME)

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

-3 CURRENT TRANSFORMER (J)A A FIXTURE TYPE

$3 3-WAY SWITCH TRANSFORMER C

1 GROUND

I------- 1 ENCLOSURE/SKID I____ I CONCEPTUAL DESIGN VARIABLE FREQUENCY DRIVE VEOLIA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SURGE PROTECTION DEVICE, EXTERNAL CIMARRON METER PUMP AND TREAT SYSTEM PROJECT DIGITAL POWER METER MODULE WATF ELECTRICAL SYMBOLS, NOTES, AND

( 22,100 ) AVAILABLE 30 FAULT CURRENT (RMS, SYM. AMPS). ABBREVIATIONS REF NUMBER TITLE DWG NO TITLE REFERENCES k? DESCRIPTION VFS-EPM-000-DWG-E-101 DRAWING TRACEABILITY LIST NEXT USED ON 1&\

6 5 f 4 l 3

8 7 6 5l4 3 2 1 OG+E ELECTRICAL LOAD

SUMMARY

GENERAL NOTES:

13.2KV3-PH UTILITY I,

CONNECTED LOAD DESIGN 1. SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND LOAD FACTOR LOAD ABBREVIATIONS.

2. SEE DRAWING BMCD-GWREMED-E101 FOR MCC-1 SINGLE F LARGEST KVA MOTOR 43.2 KVA X 1.25 _ 54 KVA LINE DIAGRAM.

F REMAINING MOTORS 259.8 KVA (NEC 430.24) = 259.8 KVA

3. SEE DRAWING VFS-EPM-000-DWG-E-140 FOR PANEL GENERAL LOADS 78.7 KVA (NEC 215,2) 78.7 KVA SCHEDULE CIRCUIT ASSIGNMENTS.

BACKUP GENERATOR RECEPTACLES 14.2 KVA (NEC 220.44) = 12.1 KVA HVAC & HEATING 248.6 KVA (NEC 220.60) = 185.9 KVA 4. CURRENT TRANSFORMER METERING CABINET SHALL PAD MOUNT TRANSFORMER MEET OG&E UNDERGROUND STANDARD U765, 13.2 KV - 5qq iA/fi LIGHTS 8.6 KVA X 1.25 = 10.8 KVA 480Y/277V ^ mrn JHz 800 \CP TOTAL DESIGN LOAD = 601.3 KVA, 723.3 AMPS 3 SETS 4-350 KCMIL 12,400 ) 500eKVA 480Y/277V, 3-PH, 60HZ (ml 800A METERING CABINET (NOTE 4)

E E 800A, 480Y/277V, 3-PH, 4W METER MODULE 12,300 )

D Kits D

)400 )150 )400 )400 )250 )250 )250 400 125 400 400 250 175 250 *\ 250 J 250 ij 250 LSI LSI LSI LSI LSI LSI ' LSI LSI 2 SETS 2 SETS 2 SETS 3-#3/0 3-#1 11,100 ) 3^3/0 3-#3/0 3-#4/Q 3-#4/0 1-#2 GND

1-#8 GND 1-#2 GND - 1-#4 GND - 1-#4 GND -

480V A i ^^X£MR-1

( 10,300 208Y/120V ^ rYY^° ELECT EQUIP RM 4-#4/0 C 10,900

>°! WATF

>1 HP-1 20 TON 1-#2 GND WATF HEAT PUMP SOUTH BAY NORTH BAY UNIT

\

K 50 \50 2P 2P WATF EXTERIOR PP-2 PP-3 WEST C

2-#6 1-#10 GND -

2-#8 1-#10 GND - C MINI POWER ZONE MINI POWER ZONE vp >

C 10,200 { 8300 >-s ^50

\ 2P

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

's. 1-PH3W60HZ 'S. 1-PH3W60HZ

( 1500 WATF WATF SOUTH NORTH BAY BAY LP-2 LP-3 O

B CONCEPTUAL DESIGN

© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM SCALE; NOT TO SCALE NAME CIMARRON A OKING PUMP AND TREAT SYSTEM PROJECT A D KING S MOORE WESTERN AREA RJFNSON TREATMENT FACILITY SINGLE LINE DIAGRAM F1 1 OYO REF NUMBER TITLE ______ "

DWG NO TITLE REFERENCES MSCWPDC*

DESIGN tiltHOSm F____ VFS-EPM-000-DWG-E-110 D

<<Ev\ I-DRAWING TRACEABILITY LIST NEXT USED ON aCAit NONE 8 7 5 \ 4 l 3 2 1

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.

o B I U)

CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 WATF GROUNDING DIAGRAM Richland, WA 99352 NAME CIMARRON A D KING n KING M^wtn PUMP AND TREAT SYSTEM PROJECT s Tmoor f " WESTERN AREA rjen PROJECT son "

TREATMENT FACILITY F11 OYD GROUNDING DIAGRAM TITLE _____ "

VFS-EPM-000-DWG-E-111 B REF NUMBER S' DESCRIPTION DWG NO TITLE REFERENCES R^\

desig n ummrrr h

DRAWING TRACEABILITY LIST NEXT USED ON SOAIE NONE j EDT l SHEET 1 OP 1 8 7 6 5 j 4 l 3

8lll6 5\4 3 2 1 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

TREATMENT FACILITY O' 5' 10 20' 30 ELECTRICAL SITE PLAN E LLOYD --""wsn ELECTRICAL SITE PLAN r = io' ryyy^J SCALE: r = 10'-0" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES MJnSJAUIHfllUlY F VFS-EPM-OOO-DWG-E-t 12 DRAWING TRACEABILITY LIST NEXT USED ON T^~r 8 I I 6 I 5 t 4 I 1

8lll61514 3 2 1 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.

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_____________ m PC112 In D

C CONCEPTUAL DESIGN

© VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ELECTRICAL UNDERGROUND CONDUIT PLAN SMOORE NAME ^I^cSwANT CIMARRON SCALE; r = 10'-0" PUMP AND TREAT SYSTEM PROJECT J PIERCE --^wTs D KING WESTERN AREA TREATMENT J WILSON^"

f Tioy TT FACILITY UNDERGROUND

' CONDUIT PLAN see one no REF NUMBER TITLE DWG NO TITLE REFERENCES OESCURTOi DESIGN ALTTWOSfTY F VFS-EPM-000-DWG-E-113 DRAWING TRACEABILITY LIST NEXT USED ON e AS SHOWN l Et 7 6 l 5 f 4 l 3 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 E°> INSTALL GROUNDING PLATES IN APPROXIMATE LOCATION SHOWN AND BOND TO GROUNDING ELECTRODE SYSTEM.

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

CONCEPTUAL DESIGN Qv OLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC GROUNDING PLAN 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1-0" NAME CIMARRON A SMOORE

.1 PIFRC.F PUMP AND TREAT SYSTEM PROJECT D KING WESTERN AREA J WILSON-""

FIIOYD TREATMENT FACILITY O' 4' 8' 16' 24' GROUNDING PLAN 1/8"= r-o" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES OMCBPTKW cesoi wrmovn F VFS-EPM-000-DWG-E-114 DRAWING TRACEABILITY LIST NEXT USED ON 1 gggT 1 8 7 6 5 \ 4 3

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 E GROUND ROD, 6 PL, SEE NOTE 3

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

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

' REV REF NUMBER TITLE DWG NO TITLE REFERENCES bfeilwAiJTHOfifrt h VFS-EPM-000-DWG-E-114 C DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l EOT l SHIFT 2 OF 3

8 Zl?l5[4 3 2 1 GENERAL NOTES:

o LP-1CKT9 LP-1CKT11 LP-1CKT13 LP-1 CKT 8 LP-1 CKT 10 LP-1 CKT 12

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

2. INSTALL RECEPTACLES IN APPROXIMATE LOCATIONS SHOWN.

F 3. MOUNT RECEPTACLES AT 16" AFF TO BOTTOM OF RECEPTACLE UNLESS OTHERWISE NOTED.

E> INSTALL RECEPTACLE ON TOP OF MEZZANINE.

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

E> INSTALL RECEPTACLE IN FLOOR WITH SINGLE GANG FLOOR KIT.

E> INSTALL GFCI RECEPTACLES ABOVE COUNTERTOP.

E D D C

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CONCEPTUAL DESIGN RECEPTACLE PLAN

© VGOLIA VEOLIA NUCLEAR SOLUTIONS SCALE; 1/8" = 1-0" FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME .S-tSwUit CIMARRON A S MOORE J PIERCE PUMP AND TREAT SYSTEM PROJECT DJONG WESTERN AREA TREATMENT mmr FACILITY RECEPTACLE FI IOYD

^ PLAN REF NUMBER TITLE DWG NO TITLE REFERENCES 0ESK>><<irmcnm F VFS-EPM-000-DWG-E-117 C DRAWING TRACEABILITY LIST NEXT USED ON 10WN lE0T l wen 1 8 7 6 1

8l7l6l5l4l3 2 1 GENERAL NOTES:

0> 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 LIGHTNING PROTECTION PUXN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC SCALE: 1/8"= I'-O" 295 Bradley, Suite 300 Richland, WA 99352 NAME CIMARRON A S MOORE PUMP AND TREAT SYSTEM PROJECT JPIFRCE DKING WESTERN AREA jwiir on ^

TREATMENT FACILITY LIGHTNING PROTECTION PLAN E LLOYD O' 4' 8' 16 24- ^

i/8" i-0" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES h VFS-EPM-000-DWG-E-118 B DRAWING TRACEABILITY LIST NEXT USED ON 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. F

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.

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.

LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL UNIVERSAL LITHONIA LIGHTING A 29.8W LUMENS, 4000K COLOR 120-277 VAC MSL4000LM SBL MVOLT GZ10 40K 80CRI WH LITHONIA LIGHTING LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL UNIVERSAL A-E 29.8W MSL4000LM SBL MVOLT GZ10 40K 80CRI WH LUMENS, 4000K COLOR, 10 WATT CONSTANT BATTERY PACK 120-277 VAC E10WLCP 2' X 4* LED RECESSED TROFFER, 3000 NOMINAL LUMENS, UNIVERSAL LITHONIA LIGHTING B 23.3W

19 PATTERN ACRYLIC LENS, 4000K COLOR 120-277 VAC G2TL430L A19 EZ1 LP840 2' X 4' LED RECESSED TROFFER, 3000 NOMINAL LUMENS, UNIVERSAL LITHONIA LIGHTING B-E #19 PATTERN ACRYLIC LENS, 4000K COLOR, 10 WATT 23.3W 120-277 VAC G2TL430L A19 EZ1 LP840 E10WLCP CONSTANT BATTERY PACK HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, C LITHONIA LIGHTING WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI 120 VAC 131W JHBL 18000LM ACL WD 120 GZ10 40K 90CRI COLOR RENDERING INDEX HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, LITHONIA LIGHTING C-E WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI 120 VAC 131W JHBL 18000LM ACL WD 120 GZ10 40K 90CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK E15WCPFMC HIGH BAY, LED, 12000 NOMINAL LUMENS, CLEAR ACRYLIC, D LITHONIA LIGHTING WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI 120 VAC 83W JHBL 12000LM ACL WD 120 GZ10 40K 90CRI COLOR RENDERING INDEX HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, E LITHONIA LIGHTING NARROW DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 120 VAC 185W JHBL 24000LM ACL ND 120 GZ10 40K 90CRI CRI COLOR RENDERING INDEX HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, LITHONIA LIGHTING E-E WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI 120 VAC 185W JHBL 24000LM ACL ND 120 GZ10 40K 90CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK E15WCPFMC F WALL MOUNT, LED, 4000K COLOR TEMPERATURE, BUTTON UNIVERSAL LITHONIA LIGHTING 8.4W PHOTOCELL 120-277 VAC LIL LED 40K MVOLT PE DDBTXD G WALL MOUNTED EXIT SIGN, WITH BATTERY UNIVERSAL LITHONIA 41W BACKUP 120-277 VAC LBL4 40LEZ1 LP840 H CEILING MOUNTED EXIT SIGN, WITH BATTERY UNIVERSAL LITHONIA 41W BACKUP 120-277 VAC LBL4 40L EZ1 LP840 C

CONCEPTUAL DESIGN

--"vSTs PUMP AND TREAT SYSTEM PROJECT D KING J PIERCE WESTERN AREA TREATMENT rjr E LLOYD Sson *"

FACILITY O' 4 8' 16 24" LIGHTING PLAN 1/8" = 1-0" REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES VFS-EPM-000-DWG-E-120 I I I f DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3

NOTES:

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

PAD MOUNTED TRANSFORMER 18 kV ELBOW ARRESTERS, TYP

2. SEE SINGLE LINE DIAGRAM FOR CONDUCTOR SIZES.

3. UTILITY CONNECTIONS PROVIDED BY OTHERS.

200A, 15kV LOADBREAK 4. SECURE UNISTRUT RACK TO CONCRETE FOUNDATION OR PAD.

ELBOW CONNECTORS WITH SECONDARY CONDUCTORS AND NEUTRAL, SEE NOTE 2 TEST POINT, TYP t Ait THWN INSULATED CONDUCTOR TO GROUND ROD LOCATED A MINIMUM OF 20-0 FROM TRANSFORMER GROUND GRID XFMR TANK GROUND LUG 15kV CABLES, #410 BARE STRANDED SEE NOTE 3 COPPER TO HIGH VOLTAGE GROUND GRID METER FURNISHED TRANSFORMER RATED BY O.G.&E. METER BASE FURNISHED BY O.G.&E.

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

(3) 3 INCH CONDUITS i:

m.- .

PAD MOUNTED TRANSFORMER-l-J 1 iciift l fJ------- h

4/0 BARE STRANDED TANK 18 RADUIS SWEEP GROUND LUG COPPER TO THE TRANSFORMER-UTILITY VAULT LOCKING STEEL COVER, OLDCASTLE SIDE VIEW 57-T332P OR EQUAL-

-TRANSFORMER PAD, OLDCASTLE MODEL PAD-8484 OR EQUAL CLAMP TO GRATE AND HINGE WITH UL LISTED GROUND CONNECTOR ~ri i i SIMILAR TO BURNDY TYPE GBM L__ J--

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I l^0?NjEEl ISI Sif '

i%n+/-=TTTrrtA rF\ ELEVATION E-112-1 SCALE: 1 1/2" = V-0" THWN INSULATED CONDUCTOR FROM THE TRANSFORMER XO UTILITY CONDUITS (NEUTRAL) BUSHING TO SECONDARY FROM POWER POLE GROUND (BY OTHERS)

CONCEPTUAL DESIGN

TO SECONDARY GROUNDING ELECTRODE VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ELECTRICAL VAULT BASE, OLDCASTLE 575-BL OR EQUAL

-HIGH VOLTAGE GROUND GRID S MOORE NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT secti on D KING E-112-1 SCALE: r-V-O" J PJERCF WESTERN AREAT TREATMENT RJENSoST E LLOYD FACILITY ELECTRICAL

" DETAILS AND SECTIONS REFERENCES DESCNAUTHORrrr VFS-EPM-000-DWG-E-130 DRAWING TRACEABILITY LIST NEXT USED ON l 8<£ET 2~

8lI 6 1 3 2 1 NOTES:

1. SEE SHEET 1 FOR GENERAL NOTES.

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-HOUSEKEEPING PAD 1L PC 102

-HOUSEKEEPING PAD 3" PVC POWER CONDUIT, TYP-c CED GENERATOR mo CC102 1nPVC CONTROL SIGNAL CONDUIT-30A t 2EL TFT TEE 250A j no 250A 3F

-CONDUIT EXCLUSION 2EC TSE ZONE MAIN 3 fiol 150A 250A GEN 800AF 800AF o o 2BET 3

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SECTION 1 SECTION 2 SECTION 3 CONCEPTUAL DESIGN HOUSEKEEPING PAD DETAIL fT\ Q VOLIA E-113-1 SCALE: r=1-0" VEOLIA NUCLEAR SOLUTIONS SWBD-A ELEVATION FEDERAL SERVICES, LLC 295 Bradley, Suite 300 E-115-2 SCALE: NONE Richland, WA 99352 NAME 2-e£^

CIMARRON A S MOORF PUMP AND TREAT SYSTEM PROJECT dk Tng JPlFRCF WESTERN AREAT TREATMENT R^rNSON^

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FACILITY ELECTRICAL DETAILS AND SECTIONS REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION osawRirTMwurr ____ _ VFS-EPM-000-DWG-E-130 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l<

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 1 1509 (NOTE 1) ROOF DETECTION N6 - LEAK 1 m (NOTE 1.) BETWEEN SHELLS DETECTION 20" TO 60* ABOVE MANWAY 1 (NOTE 1.) 2A" TOC MANWAY 1 (NOTE 1.) 24" ROOF SCHEDULE NOTES:

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

FLEXIBLE PIPE FITTING MOV-101 D

CONNECTION POINT TO WA EXTRACTION /

/ TK-101 LINE (BY BMCD) ' INFLUENT TANK Qlooo )gallons GO oo 4"-GW-t 1502-AS01-HT&I CONCEPTUAL DESIGN INFLUENT HANDLING PLAN

1'-0" 295 Bradley, Suite 300 Richland, WA 99352 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
S MOORE NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT FILOYD J PIERCE WESTERN AREA j w iTsoh T*
E LLOYD TREATMENT FACILITY INFLUENT HANDLING PLAN
^ SEE I owe NO REF NUMBER REFERENCES DESCRIPTION MII&iUWiBMY F VFS-EPM-000-DWG-G-105 DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l>> l SHEET 1 1
GENERAL NOTES:
i. NOZZLE LOCATIONS SHOWN ONTANKTK-101 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
E> 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.
<?
TK-101 INFLUENT TANK Cl200^)GALLONS CONNECTION POINT TO WA EXTRACTION LINE (BY BMCD) 4"-GW-11502-AS01-HT&I
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/a MNFLUENT HANDLING ELEVATION
<^105^ SCALE: 1/2"-I-O" (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
CONCEPTUAL DESIGN
© VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SMOORF NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT ELLOYD j JLEIEBGE' WESTERN AREA JWII SON TREATMENT FACILITY E LLOYD INFLUENT HANDLING REF NUMBER TITLE V VFS-EPM-000-DWG-G-106 c K5C1IFTON DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 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, F HOLES SHALL BE 1/2" LARGER THAN PIPE SIZE. AFTER INSTALLATION APPLY EXPANDING FOAM AROUND THE PERIMETER OF THE PENETRATIONS.
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 BOTTOM, r ABOVE N2-DBCHARG6 1 ISO! 4" 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 24" 20* TO SO* ABOVE MANWAY 1 (NOTE 1.) 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")
CONCEPTUAL DESIGN
© VEOLIA NUCLEAR SOLUTIONS EFFLUENT HANDLING PU\N VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 SCALE: 1/2" - 1*-0" Richland, WA 99352 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
NAME CIMARRON A SMOORE ELLOYD PUMP AND TREAT SYSTEM PROJECT
.1 PjFRCF WESTERN AREA j vtimr TREATMENT FACILITY EFFLUENT HANDLING PLAN F. 1.1 OYD REF NUMBER TITLE ^-----
DWG NO TITLE REFERENCES DESCRIPTION
&E&KSN AUTHORfTT F VFS-EPM-000-DWG-G-130 c DRAWING DRAWING TRACEABILITY TRACEABILITY LIST LIST NEXT NEXT USED USED ON ON hev \
~)m\l SEl\ s SHOWN UtTT 1 SHEET 1 or 1 8 7 6 5 f 4 l 3
8 7 6 5l4l3l2l1 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.
F
3. FIELD ROUTE CAT-6 ETHERNET CABLE FROM CONTROL PANELS TO DATA ROOM SCADA RACK AND FROM SCADA RACK TO CONTROL SYSTEM F
WORKSTATION COMPUTERS.
EQUIPMENT RACK CONTAINING CONTROL SYSTEM PLC'S, ETHERNET SWITCHES, MEDIA CONVERTERS, PATCH PANELS, AND UPS.
CABINET FOR LOCAL AREA NETWORK SERVER, ROUTERS, AND UPS.
E> LOCATION FOR COMPUTER WORKSTATIONS FED BY DESKTOP UPS UNITS.
E D D C C LL o
B CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC INSTRUMENTATION AND CONTROL PLAN 295 Bradley. Suite 300 SCALE: 1/0"= V-0" Richland, WA 99352 SMOORF NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT J PIERCE >>^^VNStS OKING WESTERN AREA TREATMENT J WII SON FACILITY INSTRUMENTATION E LLOYD 24" AND CONTROL PLAN REF NUMBER TITLE ^----
FEET DWG NO TITLE REFERENCES fS DESCRPnON VFS-EPM-000-DWG-J-11Q DRAWING TRACEABILITY LIST NEXT USED ON 8 l 7 6 l 5 f 4 l 3
SYMBOLS LEGEND:
DOOR POSITION SWITCH ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX CARD READER - PEDESTAL MOUNTED
0 FIXED DOME CAMERA - POLE MOUNTED c-xx CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION 01 SECTION 282000)
ABOVE FINISHED GRADE SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
D 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.
CONCEPTUAL DESIGN Q VOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SECURITY SITE PLAN NAME 2-*s£Zn CIMARRON SCALE: 1" = 20'-0" SMOORE PUMP AND TREAT SYSTEM PROJECT J PIERCE KING ---'vws WESTERN AREA J WII SON E LLOYD TREATMENT FACILITY SITE SECURITY PLAN REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTOR VFS-EPM-000-DWG-J-111 D DRAWING TRACEABILITY LIST NEXT USED ON saiE AS SHOWN led
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 D
CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM CONCEPTUAL DESIGN LEGEND
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC ANALOG 295 Bradley, Suite 300 Richland, WA 99352 ETHERNET FIBER DKING NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT D KING JPIFRCF INSTRUMENTATION AND RJENSON F I IOYD CONTROL SYSTEM NETWORK
^ INTERCONNECTION DIAGRAM REFERENCES VFS-EPM-QDO-DWG-J-115 H DRAWING TRACEABILITY LIST NEXT USED ON I a>EET 1
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.
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CONCEPTUAL DESIGN
© VEOLIA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME CIMARRON A JPlERCE nher telen dy PUMP AND TREAT SYSTEM PROJECT S MOORF WESTERN AREA MECHANICAL PLAN J WILSON'""
TREATMENT FACILITY F11OYO SCALE: 1/8"=1'-0"
^ MECHANICAL PLAN
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REFERENCES MBWAUTNWUTf VFS-EPM-000-DWG-M-100 DRAWING TRACEABILITY LIST NEXT USED ON sctie SHOWN l eo n*
8
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.
F NOT USED.
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 POTABLE WATER LINE o PIPE RISER UP o? PIPE DOWN

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

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© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC PLAN 295 Bradley, Suile 300 Richland, WA 99352 SCALE: 1/8" I'-o" NAME CIMARRON A S MOORE J WILSON PUMP AND TREAT SYSTEM PROJECT
.1 PIFRCF WESTERN AREA BGARRETT TREATMENT FACILITY F11OYO PLUMBING & COMPRESS AIR su E
REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION DESCNUiTHORTT*
F VFS-EPM-000-DWG-P-100 DRAWING TRACEABILITY LIST NEXT USED ON S<<LE SHOWN J ten l 1 of 1 smet 8 7 6 5 f 4 l 3
8l7 6 5J4 3 2 1 GENERAL NOTES P-50 UP-502 BFP-001 BFP-003 [T^> INITIAL SETTING 80 PSIG, DETERMINE SETTING DURING STARTUP GRUNDFOS WATTS WATTS HYDRO MULTI-B/E LF-009-NRS-S-FDA 3 LFU-009-M2-QT-S 2 TESTING.
2 CME 10-3, 5 HP PUMPS BFP-002 BFP-004 WATTS WATTS [T^> INITIAL SETTING 35% OPEN, DETERMINE SETTING TO MAINTAIN A PUMP LF-009-NRS-S-FDA 3 LFU-009-M2-QT-S 2 RUNNING DURING STARTUP TESTING.
INITIAL SETTING 45 PSIG, DETERMINE SETTING DURING STARTUP TESTING.
SITE SEPTIC SYSTEM (BMCD) 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).
l~WATF BUILDING fWATF BUILDING "
WATF BUILDING 'H WATTS 909AGF AIR GAP DISCHARGE OUTSIDE.
PROCESS AREA AREA I OFFICE SPACE V-515 V-519 VALVE VAULT HXJ-fcfcK nLJ E> INITIAL SETTING 70 PSIG.
OFFICE \/ K1(5 i X 3/4" V-520 FLOW METER 1 1/4" X 3/4" BATHROOM (BURNS & MCDONNELL)
FIXTURES C7 1 1/4" X 3/4" VALVE V-523 (SINK/TOILET) -txl-D&K (BURNS & MCDONNELL) 15 GAL DAY V/_R9i4 d=
£^1 1/4" X 1 1/4" CPVC SCH 8 V-521 HXH&l}.
WATF DOMESTIC 1 1/4" CPVC SCH 80 WATER CONNECTION fBFP-001 ^=T7 I 4
3/4" CPVC SCH 8
-COO -3/4" CPVC SCH 80 LO riFP-002 ^-7 1 '
3/4" COPPER ^ 3/4" COPPER
\_J 3"X2 1/2" TANKLESS WATER HEATER 18kW30 480V/22A 2 1/2" CPVC SCH 8 2 1/2" X 3/4"

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-D-^-Ccd-POTABLE WATER E> 1 1/4" CPVC SCH 80
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[(XX}- L_V_______
W21/2"X2" TO SPENT RESIN HANDLING HP125 SHEET ~P>
rgFP-004' I ZONE E8
[- 2" PVC SCH 80 V-529 J-txxh-V-530
-iCCh WiXH^H>4w{X}U yy____ TO URANIUM IX TREATMENT SERVICE WATER [-IP-115 SHEET~T>
ZONE B8 TO URANIUM IX TREATMENT l [-IP-115 SHEET 2 >
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.J CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 BftJuVW IV V DAVISON NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT S MOORE J WILSON WESTERN AREA TREATMENT D SMITH*"
FACILITY P&ID FI IOYD DOMESTIC WATER REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION PE SIGN AUTHORITY VFS-E P M-000-DWG-P-500 DRAWING TRACEABILITY LIST NEXT USED ON NONE l<<
8 7 6 5 11l3 2 1 GENERAL NOTES: CONCRETE NOTES: CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE 1. CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 12. IN ADDITION TO THE STANDARDS OUTLINED IN THE MANUAL FOR STEEL INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL CONSTRUCTION, THE FOLLOWING TOLERANCES MUST ALSO BE FOLLOWED, AS
1. SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT.
GOVERNING AGENCIES HAVING JURISDICTION. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER OUTLINED IN AISC TECHNICAL REPORT NO. 13; SWEEP IS NOT TO EXCEED 1/4" IN A 50 TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-14 2. MATERIALS: FOOT BEAM LENGTH, CAMBER IS NOT TO VARY FROM THE CAMBER GIVEN ON THE
2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER ADHESIVE: HILTI-HIT-HY-200 DRAWING BY MORE THAN 1/4" IN A 50 FOOT BEAM, SQUARENESS IS TO BE WITHIN 1B F INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD IBC 1705.3 REQUIRED. INCHES OF EACH GIRDER END, THE FLANGE SHALL BE FREE OF CURVATURE AND NORMAL TO THE GIRDER WEB.
F
3. INSTALLATION:
ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION 2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: A. INSTALL PER ESR REPORT IN CLEAN HOLES.
DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE 13. COLUMN BASE PLATES SHALL BE WITHIN 1/16 IN OF THEORETICAL ELEVATION AND BE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION AND MATERIALS. 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 LEVEL WITHIN 0.01 INCHES ACROSS THE PLATE LENGTH OR WIDTH.
ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE. DAYS OLD.
3. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT ACI 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. 14. PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE OR PER PLANT STANDARDS.
INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO ACI 305 - HOT WEATHER CONCRETING.
COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED ACI 306 - COLD WEATHER CONCRETING.
CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. CONCRETE - EXPANSION ANCHORS NOTES:
3. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE STAINLESS STEEL NOTES:
4. ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE 1. SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
ELEVATION, ASSIGNED THE DATUM O'-O". MEASURED AS PER ASTM El 155: 1. STAINLESS STEEL TUBES (HSS) SHALL BE TYPE 304 STAINLESS STEEL. STAINLESS OVERALL FLATNESS NUMBER, Ff>20 2. MATERIALS: STEEL PLATE SHALL BE TYPE 304/304L CONFORMING TO ASTM A240 OR EQUAL.
5. THE DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ANY EXISTING STRUCTURES MINIMUM LOCAL FLATNESS NUMBER, Ff>15 HILTI ANCHORS: KWIK-BOLT TZ WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY OVERALL LEVELNESS NUMBER, Fl>15 2. ALL WELDING OF STAINLESS STEEL SHALL BE DONE BY AWS CERTIFIED WELDERS FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND MINIMUM LOCAL LEVELNESS NUMBER, Fl>10 3. INSTALLATION: AND SHALL CONFORM TO AWS D1.6:2007, WITH APPROPRIATE STAINLESS STEEL SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR A. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. DRILL BIT ELECTRODES.
REVIEW. 4. ALL SAWN CONTROL JOINTS ARE TO BE CUT WITHIN 12 HOURS AFTER THE FLOOR SIZE IS EQUAL TO ANCHOR DIAMETER.
SLAB IS POURED, SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR B. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE TRAFFIC AS PER ACI 302. NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR ANCHOR RODS NOTES:
E CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
5. ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER DIAMETERS.
THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED PLACEMENT, AS PER THE RECOMMENDATIONS OF ACl 302, UNLESS NOTED 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS
4. DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED OTHERWISE. NOTED OTHERWISE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS STANDARD DETAIL FROM THOSE PROVIDED. 6. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH 2. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS JAMMED AT THE END EMBEDDED IN CONCRETE.
8. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION STEEL NOTES: 3. FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR 611. SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1 SECURING THE BASE PLATE TO THE ANCHOR RODS.
1. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM
9. FOUNDATION DESIGN REACTIONS AND FINAL COLUMN LOCATIONS ARE 7. ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED 4. A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING SPECIFICATIONS:
BASED UPON PRE-ENGINEERED METAL BUILDING CALCULATIONS. ALL BUILDING END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD A. ALL W & WT SHAPES SHALL CONFORM TO A992 (50 KSI) CONCRETE.
MODIFICATIONS PRIOR TO CONSTRUCTION MUST BE REVIEWED BY MANUFACTURER NUT TO ANCHOR ROD. B. ALL PLATES, CHANNELS, ANGLES, BARS AND FLATS SHALL CONFORM TO A36 (36 AND ENGINEER OF RECORD. KSI) 5. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
8. REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE ON C. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500, GRADE B
10. CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, VFS-EPM-000-DWG-S-101-2 UNLESS NOTED OTHERWISE. (46 KSI) (46 KSI FOR SHAPED & 42 KSI FOR ROUND) 6. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO D. ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI)
ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR. REINFORCEMENT: (MIN. COVER LISTED) 2. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY COLD-FORMED STEEL NOTES:
(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN DESIGN CRITERIA (PER 2018 IBC AND ASCE 7-16) (B) CONCRETE EXPOSED TO EARTH OR WEATHER: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AND THE AISC REPORT NO. 13.
1. ALL COLD FORMED STEEL MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.
D
VERTICAL LOADS:
6 THROUGH #18 BARS: 2"
5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS, UNIFORM LIVE LOADS, (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 2. METAL STUDS SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS WITH (2) #10 BOLTS (A325) UNLESS OTHERWISE NOTED ON THE DRAWING. THE MINIMUM NUM8ER UNIFORM SNOW LOADS, DRIFT SNOW LOADS, AND COMPONENT WIND UPLIFT SLABS. WALLS. JOISTS SCREWS. METAL STUD MEMBERS IN CONTINUOUS CONTACT SHALL BE CONNECTED OF BOLTS PER CONNECTION SHALL BE TWO (2). BOLTED CONNECTIONS SHALL BE LOADS. #14 AND 18 BARS: 1 1/2" WITH #10 SCREWS AT 12" C/C MINIMUM, FY <<* 33 KSI.
"SNUG TIGHT" WITH SPECIAL INSPECTION PERIODIC MONITORING PER IBC 1705.2.
A. DEAD LOADS: #11 BAR AND SMALLER: 3/4" CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR ROOF (FLAT) 10 PSF + FRAMING WEIGHT BEAMS. COLUMNS 3. CONTRACTOR SHALL SUBMIT A SET OF MANUFACTURER'S RECOMMENDED PLANE. UNLESS NOTED OTHERWISE, ALL CONNECTIONS ARE TO BE STANDARD, COLLATERAL 10 PSF PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" INSTALLATION PROCEDURES FOR METAL STUD FRAMING FOR APPROVAL. DESIGN SIMPLE SHEAR FRAMED CONNECTIONS WITH A SHEAR CAPACITY OF AT LEAST 50% OF B. LIVE LOADS (IBC 1607): SHELLS. FOLDED PLATE MEMBERS DOCUMENTS ALONG WITH THE APPROVED INSTALLATION PROCEDURES SHALL BE THE TOTAL CAPACITY OF THE MEMBER. IF MEMBER FRAMING CONNECTIONS ARE NOT ROOF LIVE LOAD 20 PSF #6 BAR AND LARGER: 3/4" THE BASIS FOR ACCEPTANCE OF METAL STUD FRAMING.
SPECIFICALLY DESIGNED AND DETAILED ON THE CONTRACT DRAWINGS BY THE MEZZANINE 60 PSF #5 BAR, W31 OR D31 WIRE, AND SMALLER: 1/2" ENGINEER OF RECORD, THE FABRICATOR IS ALLOWED TO SELECT CONNECTION
4. BOTTOM TRACK AT NON-SHEARWALLS SHALL BE CONNECTED TO CONCRETE C. SNOW LOADS (IBC 1608): TYPES WHEN PREPARING SHOP DRAWINGS. THE FABRICATOR'S DETAILERS AND GROUND SNOW LOAD Pg=15 PSF ID. CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT FOUNDATION OR FLOORS WITH POWER ACTUATED FASTENERS AT 12" C/C. POWER CHECKERS MAY DETERMINE THE APPROPRIATE CONNECTION EITHER BY SIMPLE UNIFORM ROOF SNOW LOAD Pm=20 PSF HY.2D0 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED EQUAL. ACTUATED FASTENERS SHALL BE HILTI X-U WITH V EMBEDMENT OR SIMPSON PDPH CALCULATION OR BY SELECTION FROM TABLES SHOWN IN A.I.S.C. PUBLICATIONS.
SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED. WITH 1 EMBEDMENT. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.
THESE CONNECTIONS SHALL BE INDICATED AS FABRICATOR SELECTED ON THE SHOP D. SNOW EXPOSURE FACTOR: Ce<<1.0 METAL STUDS AND TOP AND BOTTOM TRACK OF FASTENERS AT SHEAR WALLS SHALL DRAWINGS AND APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION.
SNOW LOAD IMPORTANCE FACTOR: ls=1.0 11. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON BE PER PROVIDED SHEAR WALL SCHEDULE. ATTACHMENT OF STUDS OR TRACK TO THERMAL FACTOR: Ct=1.0 STRONG BOLT OR ENGINEER APPROVED EQUAL. STAINLESS STEEL ANCHORS SHALL ADJACENT STRUCTURE SHALL BE PER PROVIDED DETAILS.
4. ERECTION AND FABRICATION SHOP DRAWINGS FOR STRUCTURAL STEEL WILL BE BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION REVIEWED BY THE ENGINEER OF RECORD PRIOR TO COMMENCING FABRICATION.
LATERAL LOADS: ANCHORS REQUIRED. 5. UNLESS NOTED OTHERWISE, ALL HEADERS FOR OPENINGS UP TO 4'-0" WIDE SHALL BE ALL DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO BEING HDR1 PER THE PROVIDED SCHEDULE. ALL OTHER COLD FORMED STEEL HEADERS SUBMITTED FOR THE ENGINEER OF RECORDS REVIEW.
WIND DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018) 12. REINFORCING DOWEL ADHESIVE SHALL BE HILTI HIT HY.200 ADHESIVE, OR SIMPSON SHALL BE PER THE PROVIDED SCHEDULE AS NOTED ON THE DESIGN DRAWINGS.
c VELOCITY (3-SEC.-GUST)
EXPOSURE V = 110 MPH C
SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED. 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,
6. SPLICE ALL TOP LIGHT GAUGE TRACKS PER TYPICAL STEEL TRACK SPLICE DETAIL.
SPLICES IN FRAMING COMPONENTS, OTHER THAN TOP TRACKS, SHALL NOT BE c
RISK CATEGORY II 13. ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4" x 45 DEGREE UNLESS NOTED OTHERWISE. BASE PLATE BOLT HOLES MAY BE OVERSIZED BY 1/8".
INTERNAL PRESSURE COEFFICIENT +/-0.18 CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED PERMITTED.
SEISMIC DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018) OTHERWISE PER ACI 318. 6. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS RISK CATEGORY 7. ALL STEEL WALL STUDS SHALL BE 600S162-33 OR 600S162-43, UNLESS NOTED II AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED IMPORTANCE FACTOR 1.00 14. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. OTHERWISE.
WELDERS AND SHALL CONFORM TO AWS D1.1:2010. WELDERS PERFORMING THE RHO (N-S) 1.0 REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE WORK SHALL HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF 1.0 PLACEMENT. B. ALL STUDS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND RHO (E-W) STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX MAPPED SPECTRAL RESPONSE ACCELERATIONS: SPACING SHOWN ON THE DRAWINGS WITH 1 5/6" FLANGES, UNLESS NOTED LOW HYDROGEN ELECTRODES. WELDING FOR ATTACHING STEEL DECKING MAY BE OTHERWISE.
Ss = 0.245 15. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MADE WITH E60 ELECTRODES, ALL WELDS SHALL BE SPECIAL INSPECTED PER IBC S1 = 0.070 MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER 1705.2 AND AWS 101.1.
ACI 302. 9. STEEL STUD DESIGNATIONS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION SEISMIC SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS: (SSMA) DESIGNATIONS FROM ICC ESR-3064P.
7. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE Sds = 0.262 16. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO 10. ALL METAL STUD FRAMING MEMBERS SHALL BE ZINC COATED AND BEAR PROPER Sdl = 0.116 SHOP AND FIELD WELDING.
SEISMIC DESIGN CATEGORY B SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD IDENTIFICATION MARKINGS IN ACCORDANCE WITH SSMA STANDARDS.
SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR: SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING. 6. ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL SPECIAL STEEL MOMENT FRAME R= 8.0 HAVE 3/16" CAP PLATES AND SEAL WELDS ALL ROUND.
SPECIAL STEEL CONCENTRICALLY 17. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF BRACED FRAMES R= 6.0 CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR 9. WELDED STEEL GRATING SHALL HAVE 1 1/4"x 3/16" BEARING BARS AT 1 3/16" C/C WITH SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED CROSS BARS AT 4" C/C. BEARING BARS SHALL CONFORM TO ASTM A-569. GRATING SEISMIC RESPONSE COEFFICIENT BY THE ENGINEER. O LIMITS ARE TO BE THE CENTER LINE OF WIDE FLANGE MEMBERS, OR EDGE OF B Cs 0.139 CHANNEL MEMBERS UNLESS NOTED OTHERWISE. WELD GRATING TO SUPPORTING l
DESIGN BASED SHEAR 0.139W 18. UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH MEMBERS EVERY 6TH BAR WITH 3/16" x 2" LONG FILLET WELDS, 4 WELDS PER PANEL
~~CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE. MINIMUM.~~
ANALYSIS PROCEDURE; EQUIVALENT LATERAL FORCE PER ASCE 7-16,12.8 19. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND 10 HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE-APPROVED OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING BY THE ENGINEER OF RECORD.
SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING FOUNDATION NOTES: SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED. )) THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/8 INCH.
~~20. PROVIDE (1)2-0 LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS,~~
1. FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 1/3 OF THE SLAB-ON-GRADE. CONCEPTUAL DESIGN REPORT.
GROUT MATERIAL FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL SHALL BE
© VEOLIA VEOLIA NONMETALLIC, NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107. NUCLEAR SOLUTIONS - FEDERAL SERVICES
~~2. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.~~
~~295 Bradley Blvd. Suite 300~~
22. REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER Richland, WA 99352
3. EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT www.nudearsolutions.veolia.com FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF CONFORMS TO ACI 318-11, CLASS B" SPLICES.
~~ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL.~~
~~23. EMBEDDED ANGLES CONFORM TO ASTM A36 OR EQUAL.~~
PLACE A 12 THICK LAYER OF 3/4 MINUS CRUSHED ROCK OVER FABRIC. NAME CIMARRON A 24. AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED J KIENHOLZ PUMP AND TREAT SYSTEM PROJECT A WITH CURING COMPOUND OR "WATER CURED". D NFI SON
'S MOORE WESTERN AREA TREATMENT J WILSON E l.LOYD FACILITY STRUCTURAL NOTES AND ABBREVIATIONS REF NUMBER TITLE WIONO DWG NO TITLE REFERENCES F VFS-EPM-000-DWG-S-101 B DRAWING TRACEABILITY LIST NEXT USED ON SCALE NONE l EOT I SHEET 1 OF 2 7 6 j 5 f 4 l 3
8 7 6 5l4 3 2 1 COLD-FORMED STEEL NOTES: (CONTINUED) ABBREVIATIONS: SYMBOLS:
EXPANSION ANCHOR SCHEDULE
11. LENGTH OF UNTHREADED DRILLING" PORTION OF SELF-DRILLING SCREWS USED AB ANCHOR BOLT KSI KIPS PER SQUARE INCH NEWCMUWALL ANCHOR HILTI KWIKBOLT TZ SIMPSON STRONG BOLT WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHEAR WALL DIAMETER SHALLOW STANDARD DEEP SHALLOW STANDARD DEEP ACI AMERICAN CONCRETE INSTITUTE L ANGLE SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS. METAL DECK SPAN DIRECTION 1/2" 2- 3 1/4" 2 3/4" 3 7/8" 5" AFF ABOVE FINISH FLOOR LB POUND; POUNDS I STEEL COLUMN 5/8" 3 1/8" 4" 3 3/8" 5 1/8" 6 1/8" ALL STRUCTURAL MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN AISC AMERICAN INSTITUTE OF STEEL LF LINEAR FOOT F 3/4" 3 3/4" 5" 4 1/8" 5 3/4" 7 1/2" IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED CONSTRUCTION LL DOUBLE ANGLE NEW CONCRETE SLAB 1" 5 1/4" 9 3/4" STEEL STRUCTURAL MEMBERS", LATEST EDITION.
~~ALT ALTERNATE LLH LONG LEG HORIZONTAL~~
~~13. ALL METAL STUDS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, >(UP)^~~
CORRESPONDING TO THE REQUIREMENTS OF ASTM C955, WITH A MINIMUM YIELD AR ANCHOR ROD LLV LONG LEG VERTICAL < > BRACED FRAME STRENGTH OF 33 KSI FOR STUDS AND TRACKS, UNLESS OTHERWISE NOTED. ASTM AMERICAN SOCIETY FOR TESTING MAX MAXIMUM V(DN)*
14. ALL METAL STUDS AND TRACKS SHALL BE ZINC COATED MEETING ASTM A653, G-60, AND MATERIALS MFR MANUFACTURER OR EQUIVALENT. AWS AMERICAN WELDING SOCIETY MIN MINIMUM
15. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A BM BEAM MISC MISCELLANEOUS MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND BOB BOTTOM OF BEAM N NORTH TRANSPORTING.
~~BOBP BOTTOM OF BASE PLATE N-S NORTH-SOUTH~~
16. ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO BOD BOTTOM OF DECK NS NEAR SIDE PERPENDICULAR MEMBERS OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. BOF BOTTOM OF FOOTING NTS NOT TO SCALE BP# BASE PLATE NUMBER OPP OPPOSITE HAND
~~17. ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.~~
~~C/C CENTER TO CENTER OVS OVERSIZE~~
~~18. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS CIP CAST-IN-PLACE OWJ OPEN WEB JOIST E COMPLETE.~~
~~CJ CONSTRUCTION JOINT P PRESSURE~~
~~19. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE CL CLEARANCE PAF POWER ACTUATED FASTENER BOTTOM RUNNER.~~
~~CLR CLEAR PCF PER CUBIC FOOT~~
20. WHERE SUB-FLOORS OR DECKING DO NOT PROVIDE LATERAL SUPPORT. FLOOR COC CENTER LINE OF COLUMN PEMB PRE-ENGINEERED METAL BUILDING JOISTS MUST BE BRACED AT ALL BEARING POINTS AND AT INTERVALS WITHIN SPANS.
FOR JOISTS IN CONTINUOUS SPAN CONDITIONS, PORTIONS OF THE BOTTOM FLANGES COL COLUMN PERP PERPENDICULAR ARE IN COMPRESSION AND MUST BE LATERALLY BRACED. BASED ON DESIGN CONC CONCRETE PL PLATE REQUIREMENTS, BETWEEN SOLID BLOCKING.
CONN CONNECTION PLF PER LINEAR FOOT
21. METAL STUD SHEAR WALLS SHALL BE CONSTRUCTED WITH 1/2" APA STRUCTURAL 1 CONT CONTINUOUS PP PANEL POINT RATED PLYWOOD PLACED WITH THE LONG DIMENSION PERPENDICULAR TO STUDS.
FASTEN SHEATHING WITH NO.8 SELF-DRILLING FLAT OR WAFER HEAD SCREWS AT 6" COTF CLEAN OUT TO FLOOR PREFAB PREFABRICATED C/C AT ALL PANEL EDGES AND BLOCKING LINES AND 12" C/C AT STUDS IN PANEL CENTER PSF POUNDS PER SQUARE FOOT CTR FIELD. PANEL EDGES MAY BE BLOCKED WITH 1 1/2" X 33 MIL CONTINUOUS STRAP WITH (1) NO. 8 AT EACH STUD. CP CONTROL POINT PSI POUNDS PER SQUARE INCH DB DOUBLE PT POINT
22. LENGTH UNTHREADED DRILLING" PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF DET DETAIL R RADIUS CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS DIA DIAMETER REF REFERENCE SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
DIAG DIAGONAL REINF REINFORCEMENT; REINFORCING STATEMENT OF SPECIAL INSPECTION NOTES: DICA DRILLED IN CONCRETE ANCHOR REQD REQUIRED DIM DIMENSION SC SCALE
1. IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE DJ DUMMY JOINT SCJ SAWN CONTROL JOINT OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED DL DEAD LOAD SECT SECTION BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING DN DOWN SIM SIMILAR AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER DSL DRIFT SNOW LOAD SJ STEEL JOIST AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
DWL DOWEL SL SNOW LOAD
~~2. WELDING OF CONSTRUCTION OTHER THAN STRUCTURAL STEEL: SPECIAL (E) EXISTING SOG SLAB ON GRADE INSPECTION PER TABLE 1705.2.2 OF THE IBC.~~
~~EA EACH STD STANDARD~~
~~3. STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705.2 OF THE IBC AND AISC 360 EF EACH FACE SPEC SPECIFICATION AND AISC 341.~~
~~EJ EXPANSION JOINT SQ SQUARE~~
4. CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE EL OR ELEV ELEVATION SSL STAINLESS STEEL 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE EMBED EMBEDMENT STIFF STIFFENER FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI. EQ SP EQUALLY SPACED STL STEEL EW EACH WAY STRUC STRUCTURAL
5. SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341. FD FLOOR DRAIN T&B TOP AND BOTTOM
6. POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS FDN FOUNDATION TEMP TEMPORARY ASSOCIATED ICC-ES ESR. FF FINISH FLOOR TOC TOP OF CONCRETE FIN FINISHED TOD TOP OF DECK FL FLOOR TOF TOP OF FOOTING METAL BUILDING NOTES:
~~FOS FACE OF STUD TOS TOP OF STEEL~~
1. INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER. FOW FACE OF WALL TOSW TOP OF STEM WALL FS FLOOR SINK TOT TOP OF TRACK FT FOOT; FEET TYP TYPICAL FT# FOOT TYPE - NUMBER UNO UNLESS NOTED OTHERWISE FTG FOOTING VERT VERTICAL GB GYPSUM BOARD W WIDE; WIDTH H HIGH W/ WITH HP HIGH POINT W/O WITHOUT B HSS HOLLOW STRUCTURAL SECTION WF WIDE FLANGE ICBO INTERNATIONAL COUNCIL OF WP WORK POINT BUILDING OFFICIALS WUL WIND UPLIFT LOAD IN INCH; INCHES INT INTERIOR JB JOIST BEARING JST JOIST JT JOINT CONCEPTUAL DESIGN
© VOLIA K KIP; KIPS VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com NAME CIMARRON A jk Tfn hoi 7 D NELSON
'3hst
.-'-'SST PUMP AND TREAT SYSTEM PROJECT SMOORE WESTERN AREA TREATMENT FACILITY STRUCTURAL jwilso T1*
F 1 1OYD NOTES AND ABBREVIATIONS REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION DESK* AUTHORITY h VFS-E PM-000-DWG-S-101 B DRAWING TRACEABILITY LIST NEXT USED ON SOAtE NONE I EOT I SHEET 2 OF 2 8 7 6
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 & Mc Donald 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 DIMENSIONS REINFORCEMENT PEDESTAL REMARKS/DETAILS FOOTING 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 BOLT DIA A B 1/2" 6" 2" 5/8" 8" 2" 3/4" 10" 2" 7/8" 12" 2"
-HEADED BOLT OR 1" 14" 3" THREADED ROD WITH 1 1/8" 16" 3" DOUBLE NUT 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, 2'-0"x2'-0"x12" FOOTING, (3) 05 REBAR TOP AND (3) #5 REBAR TOP AND BOTTOM EW, 3" EDGE DISTANCE, BOTTOM EW, 3" EDGE DISTANCE, TYPICAL 4 PLACES AT CORNERS TYPICAL 11 PLACES
© DETAIL - RESIN HANDLING MEZZANINE SCALE: 1/4" P-0" O' 2' CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME JKIFNHOI 7 "COMPANY CIMARRON PUMP AND TREAT SYSTEM PROJECT WATF FOUNDATION - PLAN dne Lson ---'nsr WESTERN AREA TREATMENT SCALE: 1/8"=1'-0" 0' 4 JWII SON --"vwrs FACILITY STRUCTURAL FI IOYD
^---- FOUNDATION PLAN REF NUMBER TITLE DWG NO TITLE REFERENCES OESISNAUTHCWrt F VFS-EPM-OOO-DWG-S-110 C DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l EOT l SHEET 1 OF 2
8 7 6 5J4 3 2 1 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 CIMARRON PUMP AND TREAT SYSTEM PROJECT TRENCH AND SUMP PLAN D NELSON S MOORE WESTERN AREA TREATMENT SCALE: 1/8" ~ I'-O" 4'
J WILSON ELLOYrT FACILITY STRUCTURAL FOUNDATION PLAN V FS-E P M-000- DWG-S-110 TITLE C
REF NUMBER DWG NO TITLE REFERENCES CEEOJAUTJHDsrr*
F DRAWING TRACEABILITY LIST NEXT USED ON SHOWN I eot l she et 2 or 2
8 7 6 J1 3 _2l1 NOTES:
~~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 F E E D D C c
^fl2K>ANK FOUNDATIONS SECTION Vg-110/ SBACE' W = r-tr SCALE: 1 1/2"= r-0" B
CONCEPTUAL DESIGN VEOUA NUCLEAR SOLUTIONS g A m mm m m
FEDERAL SERVICES, LLC A 1 \/Wni 1 /V 295 Bradley, Suite 300 V W ^l Richland, WA 99352 NAME CIMARRON A RMOORF.
J PIERCE PUMP AND TREAT SYSTEM PROJECT DNELSON WESTERN AREA TREATMENT jmsoN" F°M OYrTfl
-^§1 FACILITY TANK FOUNDATION PLAN VIEW/DETAIL REF NUMBER TITLE DWG NO TITLE REFERENCES
\w *8 CESCnPTIDK F VFS-EPM-000-DWG-S-114 C DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE SHOWN leer I SHEET 1 OF 1 8 7 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.~~
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PERACI 318, F F
2. DIMENSION "A" IS MINIMUM 6.25" DIMENSION "B" IS MAXIMUM 11.25" D D rr\ DETAIL 1"=T-0" c c O
B x to CONCEPTUAL DESIGN
© VGOUA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com NAME C,a3--'?OMPAm CIMARRON A JKIENHOLZ D NELSON PUMP AND TREAT SYSTEM PROJECT f Tmoorf WESTERN AREA J WILSON TREATMENT FACILITY F I I OYD STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST T
NEXT USED ON SHOWN 8 7 6
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 SECTION SCALE: 3/4" = T-0" SCALE: 3/4" = 1'-0" SCALE: 3/4M = 1'-0" SECTION SECTION FA SECTION /g A SECTION SCALE: 3/4" = T-0" \S-11j?-1 SCALE: 3/4" = T-0" SCALE: NONE \S-11p-1,-2 SCALE: 3/4" = T-0" NOTE:
~~1. TYPICAL AT DOORS.~~
c
' I !=l I l=l I I11 l~l 11' NOTE: NOTE:
~~1. ALL JOINTS BELOW GRADE SHALL HAVE 1. ALL JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP. BENTONITE WATERSTOP.~~
§ hT\ SECTION SECTION Q SCALE: 3/4" = 1-0" SCALE: 3/4" = T-0" CONCEPTUAL DESIGN
© veouA VEOUA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 vwvw.nuclearsolution5.veolia.com NAME CIMARRON A J KIENHOLZ d Kie Lson PUMP AND TREAT SYSTEM PROJECT A r 'moorf WESTERN AREA J WILSON F11OYD TREATMENT FACILITY STRUCTURAL DETAILS F_____ VFS-EPM-000-DWG-S-115 REF NUMBER TITLE DWG NO TITLE REFERENCES A CESCBJ77KW 0EEK3< AUTHORITY s' B DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS s' sw .e SHOWN I- I"" 3 << 5 7 6 5 f 4 l 3 2 1
NOTES:
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
GF PIPING SYSTEMS STRESS LESS PIPE 2. SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN.
GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE GF PIPING SYSTEMS UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
SIZE AT LOCATIONS STRESS LESS PIPE PER ACI 318.
GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT PI 001, SEE NOTE 4 FOR ACTUAL SPACING UNISTRUT P1000 UNISTRUT P2072A (2) UNISTRUT PI346 WITH (2) 1/2" SQ WITH 1/2" DIAHILTI DIA BOLTS AND (2) AND SPRING KWIK BOLT TZ WITH NUTS TO COLUMN, 2 3/8" EMBED (2) UNISTRUT P1346 WITH (2) 1/2" AND (1) 1/2" DIA BOLT AND (1) DIA BOLTS AND (2) AND SPRING SPRING CLAMP TO P1001 NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000
- UNISTRUT P1001 VERT UNISTRUT P1000 SUPPORT AT 8'-0" LONG GIRTS PER MAX BUILDING MANUFACTURER DETAIL - FLOOR PIPE SUPPORTS u\ DETAIL - ROOF PIPE SUPPORTS 12" DETAIL - WALL PIPE SUPPORTS scal e : r = r-o" SCALE: 1"**1M>"
SCALE: r=1'-0" PIPE CLAMP WITH BOLTS AND PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS SIZE AT LOCATIONS PL .pl D
UNISTRUT PI 346 WITH (2) 1/2" DIA UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS BOLTS AND (2) AND SPRING NUTS TO COLUMN, TO COLUMN, AND (1) 1/2" DIA BOLT AND (1) AND(1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 SPRING CLAMP TO P1000 UNISTRUT P1000, TYP UNISTRUT P1000, TYP UNISTRUT P2348 WITH (4)1/2" DIA BOLTS AND HOFFABOOT, HOFFA BOOT, SPRING NUTS IN AND BASE SEE DETAIL 15 SEE DETAIL 15 DETAIL - PIPE SUPPORTS - EXTERIOR scale : r = r-o 1 1 GF PIPING SYSTEMS
/ STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS (2) #5 BARS- SECTION B
-A A A 15\ DETAIL-PIPE SUPPORT EXTERIOR SCALE: 1 1/2"= V-0"
- 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 P2072A SQ WITH 1/2" DIAHILTI KWIK - UNISTRUT P1000, TYP BOLT TZ W1TH2 3/8" EMBED CONCEPTUAL DESIGN O VGOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nudearsolutions.veolia.com DETAIL - FLOOR PIPE SUPPORTS - INTERIOR
©J- SCALE: r = r-on NAME JKfFNHOI7 CIMARRON PUMP AND TREAT SYSTEM PROJECT D NELSON B MOORF WESTERN AREA j WILSON fm oyt T TREATMENT FACILITY STRUCTURAL DETAILS REF NUMBER VFS-EPM-000-DWG-S-115 TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON SHOWN IE
8 7 6 5[4 3 2 fc = 2500 psi LENGTH (INCHES) fc = 3000 psi LENGTH (INCHES)
DETAIL BAR SIZE LAP CLASS TOP BARS OTHER BARS BAR SIZE LAP CLASS TOP BARS OTHER BARS A 24 18 A 22 17
3 #3 B 31 24 B 28 22 A 32 24 A 29 22
~~4 #4 F~~
B A
41 39 32 30 B
A 38 36 29 28 F
RECOMMENDED END HOOKS, ALL GRADES OF STEEL #5 #5 BAR 90° HOOKS 135° HOOKS B 51 39 B 47 36 90° HOOKS D BAR 180° HOOKS SIZE AORG AORG H*
D AORG A 47 36 A 43 33 SIZE AORG J #3 1 1/2" 4" 4" 2 1/2" #6 #6
3 2 1/4" 5" 3" 6" B 61 47 B 56 43
~~4 2" 4 1/2" 4 1/2" 3"~~
4 3n 6" 4" 8" A 55 42 A 50 39
~~5 2 1/2" 6" 5 1/2" 3 3/4" #7 #7~~
5 3 3/4" 7" 5" 10" B 71 55 B 65 50
~~6 4 1/2" 1'-0 8" 4 1/2"~~
6 4 1/2" 8" 6" r-o" A 63 48 A 57 44
~~7 5 1/4" 1-2" 9" 5 1/4" #8 #8~~
7 5 1/4" 10" 7" 1-2" B 82 63 B 75 57
~~8 6" 1'-4" 10 1/2" 6"~~
8 6" 11" 8" 1'-4" A 71 54 A 65 50
~~- H DIMENSION IS APPROXIMATE #9 #9~~
9 9 1/2 1-3" 11 3/4" 1-7" B 92 71 B 84 65
10 10 3/4" r-5n 1'-1 1/4" r-to- A 78 60 A 72 55 135c 90° #10 #10
11 12" 1-7" T-2 3/4" 2'-0" B 102 78 B 93 72
14 18 1/4" 2'-3" 1'-9 3/4" 2-7" A 86 66 A 79 61
~~11 #11~~
18 24" 3'-0" 2'-4 1/2" 3'-5" B 112 86 B 102 79 ALL GRADES OF STEEL:
E 1.
2.
D =
=
FINISHED INSIDE BEND DIAMETER.
NOMINAL BAR DIAMETER. NOTES
3. MIN. D = 6dD FOR #3 THROUGH #8. 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT
4. MIN. D = 8d0 FOR#9, 10AND#11. CONCRETE.
~~5. MIN. D = 10 do FOR #14 AND #18.~~
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 STANDARD BAR BENDS STANDARD BAR BENDS MEETING MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
SCALE: 3/4" = 1'-0" SCALE: 3/4"=1'-0" 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:
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.
ALL OTHERS:
PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS CASE 1 COVER AT LEAST 1.0 dp AND C.-C. SPACING AT LEAST 3.0 do.
HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER D
CASE 2 COVER LESS THAN 1.0 dj, OR C.-C. SPACING LESS THAN 3.0 d,,.
D LAP SPLICE SCHEDULE
- CONC FND WALL LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.0 I PER FOUNDATION AND CLASS B= 1.3 ld (ACI 318-14, SECTION 20.5.2).
PLAN ACI 318-14 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS AND ARE NOT SHOWN FOR CLARITY.
TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
~~7. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED VALUES BY 1.3.~~
VERT REINF 8. FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING PER PLAN FACTORS CONCRETE COVER AND SPACING TOP BARS OTHER BARS EXTEND HORIZ REINF COVER < 3.0 dD OR C. -C. SPACING < 7.0 d^ 1.7/1.3=1.31 1.50 HORIZ REINF TO 2n FROM EDGE OF COVER > 3.0 dD OR C. -C. SPACING > 7.0 d* 1.20 1.20 PER PLAN INTERSECTING WALL
~~9. ALL CALCULATIONS SHOWN ABOVE ARE ASSUMED TO BE CASE 2.~~
c REINF CORNER WALL LAP SPLICE LAP SPLICE AND DEVELOPMENT LENGTH c SCALE: 3/4"= 1'-0" SCALE: NOT TO SCALE VFS-EP M-00Q-DWG-S-115 CONCEPTUAL DESIGN Q VEOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com jk NAME Tenh olz CIMARRON PUMP AND TREAT SYSTEM PROJECT c Tne Lson s'MOORE WESTERN AREA jw Tlson l' TREATMENT FACILITY STRUCTURAL DETAILS E LLOYD REF NUMBER TITLE DWG NO TITLE REFERENCES DESCNAUTHWirr F VFS-EPM-000-DWG-S-115 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN r,- IE 1
PARTS/MATERIAL LIST NOTES & SPECIFICATIONS:
ITEM QTY. PART NUMBER TITLE DESCRIPTION MATERIAL/REFERENCE NO.
DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94.
1 WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID N/A N/A DIMENSIONS ARE IN INCHES.
TOLERANCES: .X +/-. 1, .XX +/- .03. .XXX +/- .005 2 1 VFW-EPM-000-DWG-M-110 SKID FRAME WESTERN AREA TREATMENT FACILITY SKID FRAME N/A FRACTIONAL: +/- 1/8 ANGULAR: +/-2 3 AR 20893104 FLEXIBLE HOSE 2", CORRUGATED EPDM CONTINENTAL INTERIOR PROCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA. 2' DRY DISCONNECT KAMVALOK 4 6 1700DL SERIES COUPLER FOR PENETRATIONS AND MOUNTING OF PANELS SEE ELECTRICAL INSTALLATION DRAWINGS. 5 6 1600AN SERIES ADAPTER 2' ADAPTER FOR DRY DISCONNECT KAMVALOK BREAK SHARP EDGES, REMOVE BURRS.
6 3 PROCESS VESSEL 48" DIA. TBD WELDING PER AWS D1.6. PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE 7 2 EJA-530E PRESSURE TRANSDUCER WITH VALVE YOKOGAWA ACCEPTABLE.
8 1 A242408LP PLC ENCLOSURE 24x24x8 HOFFMAN FABRICATION DETAILS AND STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL 9 1 FLT93B-AB00 LEAK DETECTOR FLT93B FLEXSWITCH FCI CONSTRUCTION.
10 1 52005381 PH ELEMENT NPT THREADED INPRO4260I METTLER TOLEDO E> PIPE AND COMPONENTS TO BE WELDED OR FLANGE CONNECTIONS USING FLEXITALLIC CGI-150 11 1 52402401 PH HOUSING INTRAC 787 INPRO METTLER TOLEDO APPROXIMATE DRY WEIGHT 14.303 LBS 12 1 l&C RACK HSS2X2X.25 OTS STAINLESS STEEL EJA110E-JHS5G- DIFFERENTIAL PRESSURE TRANSMITTER WITH VALVE BLOCK YOKOGAWA 13 4 912DJ/FF1/D1/N4 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 CONCEPTUAL DESIGN VEOUA Q VGOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Btvd. Suite 300 Richland. WA 99352 mvw.nuclearsolutions.veolia.com CIMARRON ilEfeRCE PUMP AND TREAT SYSTEM PROJECT asa, MECHANICAL mum*- WESTERN AREA TREATMENT FACILITY E LLOYD URANIUM TRAIN SKID ARRANGEMENT REF NUMBER TITLE DWG NO TITLE REFERENCES VFS-EPM-000-DWG-M-110 DRAWING TRACEABILITY LIST NEXT USED ON 3=
8 7 6 5 4 3 2 1 F
114' oJ IE C C B
m m IE FRONT SCALE 1:16 SIDE B
4 of SCALE 1:16 l2 CONCEPTUAL DESIGN VFS-EPM-000-DWG-M-111 VEOUA 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 REF NUMBER TITLE DWG NO TITLE REFERENCES VFS-EPM-000-DWG-M-111 DRAWING TRACEABILITY LIST NEXT USED ON
F
^SECTION
/cP\ SECTION SHEET 3 SCALE: 1:16 SHEET 3 SCALE: 1:16 4
of l4 CONCEPTUAL DESIGN VFS-EPM-OOO-DWG-M-11 1 VEOUA
© VGOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352
§
^
www.nuclearsolutions.veolia.com
[PIERCE CIMARRON PUMP AND TREAT SYSTEM PROJECT MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME REF NUMBER TITLE KSCSJPTOI DWG NO TITLE REFERENCES VFS-EPM-OOO-DWG-M-111 DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3
8 7 6 5 i 4 3 2 1 INSTRUMENT IDENTIFICATION (ISA 5.1 R2009)
PIPING/EQUIPMENT:
I VACUUM RELIEF VALVE AIR GAP FIRST-LETTER SUCCEEDING-LETTERS LINES: MEASURED OR READOUT OR OUTPUT PRIMARY PIPING INSTRUMENTATION OR OTHER PIPING pod BALL val ve PRESSURE RELIEF VALVE
© STREAM NUMBER A ANALYSIS INITIATING VARIABLE MODIFIER ALARM PASSIVE FUNCTION FUNCTION MODIFIER c*d BALL VALVE B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE F TANKS/PITS/BUILDINGS SCREW CONVEYOR C CONDUCTIVITY CONTROL CLOSE ELECTRICAL POWER OR SIGNAL [XX] V-PORT BALL VALVE i li UNION D USER'S CHOICE DIFFERENTIAL DETECTOR DEVIATION SKID BOUNDARY AUTOMATIC DRAIN VALVE E VOLTAGE SENSOR (PRIMARY ELEMENT)
[X] GATE VALVE
>C^H COMBINATION VACUUM AND F FLOW, FLOW RATE RATIO (FRACTION)
DATA LINK PRESSURE REFIEF VALVE GLASS, VIEWING DEVICE G USERS CHOICE n
AAAW/V FLEX HOSE PINCH VALVE REFRIGERATED AIR DRYER H HAND HIGH PROCESS BOUNDARY TANK VENT 1 CURRENT (ELECTRICAL) INDICATE OPERATIONAL FLOW J POWER SCAN lXI BUTTERFLY VALVE
© K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION TANK VENT WITH BIRD / HOPPER L LEVEL LIGHT LOW
[XI CHECK VALVE INSECT SCREEN INSTRUMENT SYMBOLS: M USER'S CHOICE MIDDLE, INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE
'xxxi COMPUTER DIALOG/CONTROL SLIDE VALVE CENTRIFUGAL PUMP OIL / WATER SEPARATOR ORIFICE, RESTRICTION OPEN sXXX/j FIELD LOCATED O USER'S CHOICE P PRESSURE, VACUUM POINT (TEST CONNECTION)
E H MAGNETIC FLOW METER Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE IDENTIFICATION R RADIATION RECORD RUN NUMBER INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION 0 FILTER PERISTALTIC PUMP S SPEED,FREQUENCY SAFETY SWITCH STOP TABLE) T TEMPERATURE TRANSMIT WET / DRY AIR RECEIVER 0 VARIABLE FREQUENCY DRIVE U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION DIAPHRAGM PUMP MAIN SHARED CONTROL V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER A OR DISPLAY W WEIGHT, FORCE WELL, PROBE
© ELECTRICAL OR CONTROL SIGNAL ( XX GRAB SAMPLE w UNCLASSIFIED UNCLASSIFIED X UNCLASSIFIED X AXIS TROUBLE INSTRUMENT IDENTIFICATION METERING PUMP (SEE INSTRUMENT IDENTIFICATION Y EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, CONVERT TABLE)
DRIVER, ACTUATOR, UNCLASSIFIED IDENTIFICATION LOCAL MOUNTED SAMPLE PORT LINE NUMBERING: z POSITION. DIMENSION Z AXIS NUMBER INSTRUMENT POSITIVE DISPLACEMENT BLOWER TAG SEQUENCE NUMBER: NOTES:
air.
(BASED ON P&ID NUMBER) 9 LINE SERVICE CODE: PIPING CLASS CODE: 1. LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT.
MOTOR PIPE SIZE: INSULATION CODE:
DRAWING CONTINUATION ARROW:
D 1-BRS-10000-AS01-HT&I D
f SPARGE VESSEL DRAWING CONTINUATION PRESSURE OR VACUUM RELIEF ARROW USED ONLY FOR
> LINES ENTERING OR LEAVING THE FACE OF THE DRAWING QUICK CONNECT LINE SERVICE CODES:
CONTINUATION DRAWING CA COMPRESSED AIR AND/OR SHEET NUMBER ----- HOSE CONNECTION TANK DR DRAIN FW FILTERED WATER GW GROUNDWATER l PIPE CAP HCL HYDROCHLORIC ACID (37%)
IA INSTRUMENT AIR
-ll- PIPE FLANGE POTW POTABLE WATER ABBREVIATIONS: RV RELIEF VENT HOPPER SVW SERVICE WATER B POSITIVE DISPLACEMENT BLOWER -£)- PIPE REDUCER VAP VAPOR BA BURIAL AREA WW WASTEWATER BMCD BURNS & MCDONNELL WWO WASH/WASTE OIL BS BASKET STRAINER -tjXX]- DRY DISCONNECT WITH SHUTOFF C CENTRIFUGE CM PR COMPRESSOR CS CARBON STEEL lm? FULL PORT DRY DISCONNECT CV CHECK VALVE PIPING CLASS CODES: INSULATION CODE:
c DV DOE DISCONNECT VALVE DEPARTMENT OF ENERGY (V)-----[X] ROTARY VALVE 1ST CHARACTER - NOMINAL PRESSURE RATING HT&I HEAT TRACE AND INSULATE FL FAIL LOCKED A-CLASS 150 IAC INSULATION ACCOUSTIC FC FAIL CLOSE B- CLASS 300 1C INSULATION COLD l Kl EDUCTOR FDR SOLIDS FEEDER C- CLASS 600 IH INSULATION HOT SACK UNLOADER D-CLASS 900 IS INSULATION SAFETY FH FLEX HOSE FLT FILTER E-CLASS 1500 N NONE FO FAIL OPEN BASKET STRAINER 07 F-CLASS 125 GV GAUGE VALVE GPD GALLONS PER DAY 2ND CHARACTER - GENERAL MATERIAL TYPE H INTERCONNECTING HOSE IWYE STRAINER A-PVC HPR IX LC HOPPER ION EXCHANGE LOCKED CLOSED [) S IN-LINE SILENCER C SCROLLING CENTRIFUGE B-CPVC D-ALLOY 20 E - HASTELLOW LO LOCKED OPEN F-FRP MCL MAXIMUM CONTAMINANT LEVEL G - GALVANIZED STEEL MOV MOTOR OPERATED VALVE H-HDPE IN-LINE MIXER SOLIDS DRUM MVD MANUAL VALVE DOUBLE J - POLYPROPYLENE MPa MEGA-PASCALS K - PVDF (KYNAR)
NC NORMALLY CLOSED L - LINED CARBON STEEL (Q) MECHANICAL VIBRATOR NO NORMALLY OPENED M - MONEL P PUMP N - DOUBLE CONTAINED (PTFE/CPVC) s P - PVC OR CPVC B P&ID PRV PIPING AND INSTRUMENTATION DIAGRAM PRESSURE RELIEF VALVE [>K3 NEEDLE VALVE R-ABS PSE PRESSURE SAFETY ELEMENT AIR COMPRESSOR S - STAINLESS STEEL PVC POLYVINYL CHLORIDE T-ALUMINUM RB RIBBON BLENDER GAUGE VALVE S SAMPLE PORT 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING T/TK TANK rx ## - SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE V VALVE MATERIAL CLASS VFD VARIABLE FREQUENCY DRIVE MOTOR OPERATED VALVE VNSFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES SAFETY SHOWER 5TH CHARACTER - MODIFIER x - DESIGNATOR INDICATING MODIFICATION VSL WA VESSEL/ ION EXCHANGE VESSEL WESTERN AREA CONCEPTUAL DESIGN
© VGOLIA W/AA WATF WESTERN ALLUVIAL AREA WESTERN AREA TREATMENT FACILITY
-X PRESSURE CONTROL VALVE NOTE: NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME.
USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC i
YS WYE STRAINER MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER DOE TO CLIENT SPECIFICATIONS AND / OR SPECIAL PROJECT 295 Bradley, Suite 300 EYE/FACE WASH Richland, WA 99352 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.
<n BACK-PRESSURE VALVE PULSATION DAMPENER EXAMPLE:
150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE NAME
^22-07 CIMARRON A INSULATION WITH HEAT TRACE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION SMOORE V DAVISON
^^-*07 PUMP AND TREAT SYSTEM PROJECT FLOW CONTROL VALVE J WILSON
^^--07 PROCESS dsm ith *
^Or SYMBOLS, NOTES, AND Lloyd ABBREVIATIONS e
ROTAMETER REF NUMBER __.^
REFERENCES C!OiRmto=mr VFS-EPM-000-DWG-P-001 DRAWING TRACEABILITY LIST NEXT USED ON NONE l 8 7
Stream ft 1 2 3 4 5 6 7 8 12A 12B 13A 13B 14 15
\ WA Uranium Treatment WA Uranium Treatment
[j3Al)u rani urn ^J3Al)Uranium Combined Uranium Treatment WA Refilled
[liA^efilled WA Spent Uranium (BAljspent Uranium Effluent for Description WA IX Feed (Tai )IX Feed Treatment Effluent to Treatment Effluent to Outfall from Filter Backflush Effluent to Effluent to Injection Skid Fiydrochloric Vessels ^vessels Treatment Vessels l?eatment Vessels Backwashing TK-102 Injection Skid TK-102 TK-102 Acid (36%)
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 I 455']
Resin cu ft/yr - - - - - - - 161 - -
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
© VEOLIA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 s T/IOORE NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT jp'lERCE" _
!j WILSON C h£C*-f R WESTERN AREA TREATMENT B GARRETT e Lloyd FACILITY OVERALL PROCESS FLOW DIAGRAM REF NUMBER ^
REFERENCES peskm WTHoyr1 VFS-EPM-000-DWG-P-110 DRAWING TRACEABILITY LIST NEXT USED ON NONE l cor
8 7 6 5 1i 3 2 1 TK-103 TK-101 P-121 FLT-121 FLT-122 FLT-123 ACID TANK INFLUENT TANK PUMP FILTER NO 1 FILTER NO 2 FILTER NO 3 5,000 GAL 15,000 GAL WATF F
E D
C GENERAL NOTES: INTERLOCK LIST:
ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED O LDA-100 : FCV-100 CLOSE, P-121 AND P-104 STOP FOR URANIUM AND NITRATE.
CONCEPTUAL DESIGN HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. <g> LDA-150 : FCV-150 CLOSE, P-130 AND P-154 STOP REVIEW AID DETECTED LEAK (LDA-101) SHUT DOWN SIGNAL SENT TO WELL
<3> LD-132: P-130 STOP Q vgoua FIELD HMI. VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 STOP WELL-FIELD PUMPS.
<£> LDA-122 : P-121 STOP Richland, WA 99352 E> TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR).
<§> LDA-101 OR LSH-101 : MOV-101 CLOSE PORTABLE SAFETY EYEWASH REQUIRED DURING FILL. NAME CIMARRON A pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. <§> LDA-103 OR LSH-103: MOV-103 CLOSE VDAVISON S MOORE*
PUMP AND TREAT SYSTEM PROJECT WESTERN AREA E> CONCRETE BERM WITH EPOXY COAT. JWILSON D SMITH
__ ^
P&ID CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING. E LLOYD URANIUM IX TREATMENT E°> PIPING RUN 6"-VAP-11500-AR01-N NOT IN VENDOR SCOPE. REF NUMBER TITLE DWG NO TITLE REFERENCES A CSGNMITHO=mr VFS-EPM-C l-P-115 DRAWING TRACEABILITY LIST NEXT USED ON I-7 6 l 5 f 4 l 3
VSL-103 IX VESSEL POSITION 3
,062 L RESIN 1,416 L TOTAL r
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. URANIUM IX WA TRAIN FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500.
ION EXCHANGE SKID CONCEPTUAL DESIGN NOT USED. REVIEW AID E>
© VGOLIA AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM VEOLIA NUCLEAR SOLUTIONS OF MX-101. FEDERAL SERVICES, LLC 295 Bfadley, Suite 300
[5^> pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH Richland, WA 99352 SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0.
CIMARRON VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN NAME FOR CLARITY.
VDAVISON PUMP AND TREAT SYSTEM PROJECT A PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE. S MOORE J WILSON WESTERN AREA d 'smith *"
P&ID G> FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS. E LLOYD URANIUM IX TREATMENT SEE SHEET 1 FOR INTERLOCK LIST.
REF NUMBER TITLE DWG NO TITLE REFERENCES VFS-EPM-000-DWG-P-115 DRAWING TRACEABILITY LIST NEXT USED ON I- l-i,T 2
VSL-152 VSL-153 IX VESSEL IX VESSEL POSITION POSITION 1,062 L RESIN 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 ION EXCHANGE SKID CONCEPTUAL DESIGN BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-151 AS LEAD.
REVIEW AID
© VGOLIA
[2^> FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500. VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 NOT USED. Richland, WA 99352 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. SMOORE NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT JPIERCE*"
VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY.
JWILSON WATF BGARRETT BURIAL AREA #1 P&ID E LLOYD NOT USED.
URANIUM IX TREATMENT FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS. REF NUMBER ^^
REFERENCES tests* w/rHOsjrf VFS-EP 3-P-115 SEE SHEET 1 FOR INTERLOCK LIST. DRAWING TRACEABILITY LIST NEXT USED ON NONE l>>
1 GENERAL NOTES:
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 F~~
EQUIPMENT.
nr^> SEE BOLLARD DETAIL 3, ON SHEET 1. DRAWING
^ VFS-EPM-000-DWG-C-150.
E D
CONCEPTUAL DESIGN VFS-EPM-000-DWG-G-120
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SPENT RESIN HANDLING - PLAN SCALE: 1/4' = 1*-0 NAME SMO'ORE CIMARRON A E LLOYD PUMP AND TREAT SYSTEM PROJECT jp 'ierce k WESTERN AREA TREATMENT J WILSON FACILITY GEN. ARRANGEMENT E LLOYD SPENT RESIN HANDLING 1/4 = r-cr REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES OESCRPtlOfl VFS-EPM-000-DWG-G-120 DRAWING DRAWING TRACEABILITY TRACEABILITY LIST LIST NEXT NEXTUSED USEDON ON iffAl SHOWN 6 5 f 4 l 3 8 7
VFS-EPM-OOO-DWG-G-121 8 7 6 5t 4 3 2 1 NOTES:
~~1. SEE DRAWING SHEET 1 FOR GENERAL NOTES.~~
MEZZANINE RAILS NOT SHOWN FOR CLARITY
/c^ SECTION
\G-120-1 SCALE: 1/2'=1'-0' B
VFS-EPM-000-DWG-G-121 CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 l DWGN0 NAME SMOORE CIMARRON PUMP AND TREAT SYSTEM PROJECT ELLOYD JPIERCE " WESTERN AREA TREATEMENT J WILSON FACILITY SPENT RESIN E LLOYD HANDLING SECTIONS REF NUMBER TITLE DWG NO TITLE REFERENCES [eSONA'JTKKITf VFS-EPM-000-DWG-G-121 B DRAWING TRACEABILITY LIST NEXT USED ON I-" 2
8 7 6 5 1 4l3l2l1 INSTRUMENT IDENTIFICATION (ISA 5.1 R2009)
PIPING/EQUIPMENT: AIR GAP 4 VACUUM RELIEF VALVE FIRST-LETTER 1
SUCCEEDING-LETTERS LINES:
MEASURED OR READOUT OR OUTPUT PRIMARY PIPING [XX] ball valve & STREAM NUMBER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER PRESSURE RELIEF VALVE A ANALYSIS ALARM INSTRUMENTATION OR OTHER PIPING F TANKS/PITS/BUILDINGS BALL VALVE jvwvj-i SCREW CONVEYOR B BURNER, COMBUSTION C CONDUCTIVITY USER'S CHOICE USERS CHOICE USER'S CHOICE CONTROL CLOSE UNION ELECTRICAL POWER OR SIGNAL [XX] V-PORT BALL VALVE D USER'S CHOICE DIFFERENTIAL DETECTOR O
DEVIATION SKID BOUNDARY AUTOMATIC DRAIN VALVE E VOLTAGE SENSOR (PRIMARY ELEMENT)
[X] GATE VALVE COMBINATION VACUUM AND F FLOW. FLOW RATE DATA LINK RATIO (FRACTION)
PRESSURE REFIEF VALVE G USER'S CHOICE GLASS, VIEWING DEVICE n
FLEX HOSE
£^] PINCH VALVE H HAND REFRIGERATED AIR DRYER HIGH PROCESS BOUNDARY TANK VENT 1 CURRENT (ELECTRICAL) INDICATE OPERATIONAL FLOW POWER l>0<l BUTTERFLY VALVE J SCAN K TIME, TIME SCHEDULE 0 TANK VENT WITH BIRD / HOPPER TIME RATE OF CHANGE CONTROL STATION hsi CHECK VALVE L LEVEL LIGHT LOW INSTRUMENT SYMBOLS: INSECT SCREEN M USER'S CHOICE MIDDLE, INTERMEDIATE K;xxi COMPUTER DIALOG/CONTROL SLIDE VALVE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE
[sjxx^ FIELD LOCATED CENTRIFUGAL PUMP OIL / WATER SEPARATOR O USER'S CHOICE ORIFICE. RESTRICTION OPEN E 0 MAGNETIC FLOW METER P PRESSURE, VACUUM Q QUANTITY INTEGRATE. TOTALIZE POINT (TEST CONNECTION)
INTEGRATE, TOTALIZE IDENTIFICATION R RADIATION RECORD RUN NUMBER INSTRUMENT IDENTIFICATION 0 FILTER PERISTALTIC PUMP S SPEED, FREQUENCY SAFETY SWITCH STOP (SEE INSTRUMENT IDENTIFICATION TABLE) T TEMPERATURE TRANSMIT WET / DRY AIR RECEIVER VARIABLE FREQUENCY DRIVE U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MAIN SHARED CONTROL DIAPHRAGM PUMP V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER OR DISPLAY ELECTRICAL OR w WEIGHT, FORCE WELL, PROBE CONTROL SIGNAL GRAB SAMPLE X UNCLASSIFIED X AXIS TROUBLE UNCLASSIFIED INSTRUMENT IDENTIFICATION METERING PUMP UNCLASSIFIED (SEE INSTRUMENT IDENTIFICATION Y EVENT, STATE OR PRESENCE YAXIS RELAY, COMPUTE, CONVERT TABLE)
IDENTIFICATION LOCAL MOUNTED SAMPLE PORT LINE NUMBERING: z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED NUMBER INSTRUMENT POSITIVE DISPLACEMENT BLOWER TAG SEQUENCE NUMBER: NOTES:
(BASED ON P&ID NUMBER)
(V) MOTOR LINE SERVICE CODE:- - PIPING CLASS CODE: 1. LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT.
DRAWING CONTINUATION ARROW: PIPE SIZE:- -INSULATION CODE:
1 -B RS-10OOO-AS01 -HT& I D I D DRAWING CONTINUATION f PRESSURE OR VACUUM RELIEF SPARGE VESSEL ARROW USED ONLY FOR
> LINES ENTERING OR LEAVING THE FACE OF THE DRAWING QUICK CONNECT LINE SERVICE CODES:
CONTINUATION DRAWING CA COMPRESSED AIR AND/OR SHEET NUMBER TANK DR DRAIN HOSE CONNECTION FW FILTERED WATER
\/
GW GROUNDWATER PIPE CAP HCL HYDROCHLORIC ACID (37%)
IA INSTRUMENT AIR POTW POTABLE WATER ABBREVIATIONS: PIPE FLANGE RV RELIEF VENT B POSITIVE DISPLACEMENT BLOWER HOPPER SVW SERVICE WATER BA BURIAL AREA 4> PIPE REDUCER VAP VAPOR BMCD BURNS & MCDONNELL WW WASTE WATER BS C
BASKET STRAINER CENTRIFUGE
-Hxxj- DRY DISCONNECT WITH SHUTOFF WWO WASH/WASTE OIL CMPR COMPRESSOR CS CARBON STEEL /(5f FULL PORT DRY DISCONNECT ~ I RIBBON I BLENDER CV CHECK VALVE PIPING CLASS CODES: INSULATION CODE:
c DV DOE DISCONNECT VALVE DEPARTMENT OF ENERGY ROTARY VALVE 1ST CHARACTER - NOMINAL PRESSURE RATING HT&I HEAT TRACE AND INSULATE c FL FAIL LOCKED A-CLASS 150 IAC INSULATION ACCOUSTIC FC FAIL CLOSE l f<] EDUCTOR B - CLASS 300 IC INSULATION COLD FDR SOLIDS FEEDER C - CLASS 600 IH INSULATION HOT SACK UNLOADER D - CLASS 900 IS INSULATION SAFETY FH FLEX HOSE FLT FILTER E-CLASS 1500 N NONE BASKET STRAINER FO GV FAIL OPEN GAUGE VALVE w F-CLASS 125 GPD GALLONS PER DAY 2ND CHARACTER - GENERAL MATERIAL TYPE H INTERCONNECTING HOSE *-V WYE STRAINER A-PVC HPR HOPPER SCROLLING CENTRIFUGE B-CPVC IX ION EXCHANGE D - ALLOY 20 LC LOCKED CLOSED q S p IN-LINE SILENCER E - HASTELLOW LO LOCKED OPEN F-FRP MCL MAXIMUM CONTAMINANT LEVEL G - GALVANIZED STEEL MOV MOTOR OPERATED VALVE hggggH IN-LINE MIXER H-HDPE MVD MANUAL VALVE DOUBLE SOLIDS DRUM J - POLYPROPYLENE MPa MEGA-PASCALS K-PVDF (KYNAR)
NC NORMALLY CLOSED © L - LINED CARBON STEEL MECHANICAL VIBRATOR M-MONEL NO NORMALLY OPENED P PUMP N - DOUBLE CONTAINED (PTFE/CPVC)
P&ID PIPING AND INSTRUMENTATION DIAGRAM P - PVC OR CPVC B PRV PRESSURE RELIEF VALVE Wd NEEDLE VALVE R-ABS PSE PRESSURE SAFETY ELEMENT AIR COMPRESSOR S - STAINLESS STEEL PVC POLYVINYL CHLORIDE T-ALUMINUM 0
VFS-EPM-000-DWG-P-001 RB RIBBON BLENDER GAUGE VALVE S SAMPLE PORT 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING T/TK TANK ## - SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE V VALVE MATERIAL CLASS VFD VARIABLE FREQUENCY DRIVE MOTOR OPERATED VALVE VNSFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES SAFETY SHOWER 5TH CHARACTER - MODIFIER VSL VESSEL/ ION EXCHANGE VESSEL x - DESIGNATOR INDICATING MODIFICATION WA WESTERN AREA CONCEPTUAL DESIGN W/AA WESTERN ALLUVIAL AREA NOTE: NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME.
© VGOLIA WATF WESTERN AREA TREATMENT FACILITY PRESSURE CONTROL VALVE USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES VEOLIA NUCLEAR SOLUTIONS I
YS WYE STRAINER MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER FEDERAL SERVICES. LLC EYE / FACE WASH DOE TO CLIENT SPECIFICATIONS AND / OR SPECIAL PROJECT 295 Bradley, Suite 300 REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL Richland, WA 99352 CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER BACK-PRESSURE VALVE NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OF TENDER.
-CD PULSATION DAMPENER EXAMPLE: NAME 150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE CIMARRON A INSULATION WITH HEAT TRACE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION s TmOORE PUMP AND TREAT SYSTEM PROJECT A FLOW CONTROL VALVE VDAVISON JWHLSON PROCESS HOSE BIB D SMITH SYMBOLS, NOTES, AND ROTAMETER E LLOYD ABBREVIATIONS REF NUMBER TITLE DWG NO TITLE REFERENCES DUO-lAUTH^irt VFS-EPM-000-DWG-P-001 DRAWING TRACEABILITY LIST NEXT USED ON SCNONE lh>>
8 7 6 5 4 3
8 7 6 i1 3 2 1 GENERAL NOTES:
rr> SPARE, FILLED VESSELS WILL BE AVAILABLE AND CHANGED OUT SO PROCESS CAN CONTINUE TO OPERATE QUICKLY.
[T^> VESSEL HUB ASSEMBLY AND RETENTION SCREENS.
F 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 E C C B
VFS-EPM-000-DWG-P1 11 CONCEPTUAL DESIGN
© VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME VDAVISON CIMARRON
^ PUMP AND TREAT SYSTEM PROJECT s 'moore d smit h WESTERN AREA TREATMENT J'WILSON*
IfLLOYD FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION VFS-EPM-000-DWG-P-111 D DRAWING TRACEABILITY LIST NEXT USED ON n>> ZEE!
Stream ft 30 31 32 Fresh Resin Description Inert Packaged Resin (Unused)
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 felfp Packaged Exhaust IX Resin cu ft/yr - -
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 Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suile 300 Richland, WA 99352 NAME CIMARRON A VDAVISON smoore T PUMP AND TREAT SYSTEM PROJECT A J WILSON WESTERN AREA TREATMENT B GARRETT FACILITY RESIN HANDLING E LLOYD PROCESS FLOW DIAGRAM REFERENCES DtSCFSTlCN KSOS AJTHCniTr F VFS-EPM-000-DWG-P-111 E DRAWING TRACEABILITY LIST NEXT USED ON NONE l EOT l SHEET 2 CF 2
8 7 6 5l4 3 2 1 TK-303 TK-302 P-301 P-302 H PR-301 EXCESS WATER C-301 P-303 SLUICE WATER EXCESS OUTLET PUMP VESSEL REFILL TANK CENTRIFUGE SLUICE PUMP TANK WATER PUMP HOPPER P-305 550 GAL RB-301 H PR-302 550 GAL 150 GAL SLUICE PUMP RIBBON BLENDER INERT HOPPER RESIN PROCESS AREA VFS-EPM-000-DWG-P-125 GENERAL NOTES:
HIGH ALARM PUMP OUT TK-303 (OPERATOR ACTION). CONCEPTUAL DESIGN
© vgou OPERATIONS IN THE RESIN PROCESS AREA ARE VEOLIA NUCLEAR SOLUTIONS CONTROLLED LOCALLY.
LONG RADIUS FITTINGS TO BE USED FOR LINES CARRYING a FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 RESIN.
E> PORT FOR MANUAL ADDITION OF SAMPLE PURGE WATER.
NAME Du> ADD CLEAR SECTION TO PIPE WORK FOR OBSERVATION OF CIMARRON SLUICING PROCESS.
SMOORE v Itav ison PUMP AND TREAT SYSTEM PROJECT A REFER TO DIAPHRAGM PUMP DETAIL FOR INSTRUMENT AIR JWILSON WESTERN AREA TREATMENT d 'smith '"
SUPPLY TO P-302 AND P-305.
FACILITY P&ID E LLOYD
_ SPENT RESIN HANDLING REF NUMBER TITLE DWG NO TITLE REFERENCES DCSCf-PTiOS CCS IGH AUTHORITY VFS-EPM-000-DWG-P-125 D DRAWING TRACEABILITY LIST NEXT USED ON NONE lk
VFS-EPM-OOO-DWG-S-120 NOTES:
o*
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND II 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.
/ W10X19 / W10X19 / W10X19 / W10X19
/ -------------- BRACE DOWN / / /
BRACE DOWN---------------
T 7
- BRACE DOWN -
BRACE DOWN D D BRACE DOWN I y W10X19 / W10X19 I
/ W10X19 W10X19
/ ---------------BRACE DOWN BRACE DOWN--------------- / /

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

7'-1 3/4' 5'-6 3/4' 6'-6 3/4* 3'-11 3/4" MEZZANINE FRAMING DETAIL (TOS +10,-6,,)
VS-120-1 SCALE: 1"=1'-0' CONCEPTUAL DESIGN VEOLIA NUCLEAR SOLUTIONS VGOLIA 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 REF NUMBER TITLE DWG NO TITLE REFERENCES VFS-EMP-000-DWG-S-120 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN L IE
8 7 6 5 j4l3l2l1 NOTES:
~~1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES. ABBREVIATIONS AND SCHEDULE.~~
17 EQUAL SPACES MEZZANINE LEVEL TOD 10'-7 1/2" TOS 10'-7" D
GROUND FLOOR RISE AND RUN DETAIL SCALE: 3/4" = 1 '-0" VFS-EPM-00Q-DWG-S-120 CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland. WA 99352 NAME c ^£5^Ts, SMOORE CIMARRON PUMP AND TREAT SYSTEM PROJECT e*
j pierc ITne Ls ON WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING jwilson e Lloyd MEZZANINE - STAIR DETAILS REF NUMBER TITLE KSCfXFTiC'.
DWG NO TITLE REFERENCES OESG'IAimOW h VFS-EPM-000-DWG-S-120 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN I EOT ls <<et 3 Of 5
8 7 6 5l4 3 2 1 NOTES:
~~1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.~~
F F E E STRINGER D D SECTION SECTION SCALE: NTS \S-120-3 SCALE: 1=1'-0" NOTE:
~~1. METAL TREAD STAIR (AT FINISHED FLOOR).~~
C 3/16 4 / W BEAM PER PLAN
/ /-METAL GRATING >m 3/16 V METAL GRATING, PER PLAN TREADS. TYP (2) 3/4" DIA BOLTS. STRINGER VFS-EPM-000-DWG-S-120 TYP EACH LEG PER PLAN 3 1/2'x3 1/2x1/4"x6" LONG PLATE WITH (2) 5/8" DIA BOLTS, TYP CONCEPTUAL DESIGN Qvgoli VEOLIA NUCLEAR SOLUTIONS a FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SECTION f \ SECTION SCALE: 1=1'-0" SCALE: 1"=1'-0" NAME CIMARRON A SMOORE J PIERCE' PUMP AND TREAT SYSTEM PROJECT
[fNELSON WESTERN AREA TREATMENT Tn "
FAC. SPENT RESIN HANDLING jwilsc E LLOYD T MEZZANINE - STAIR DETAILS REF NUMBER TITLE DWG NO TITLE REFERENCES C£S <VI AUTHOR,Tf VFS-EPM-000-DWG-S-120 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN LE 8 7 6
8 7 6 5 NOTES:
~~1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES. ABBREVIATIONS AND SCHEDULE.~~
F F
<L COLUMN SUPPORTED NUMBER OF 3/4" BRACE BEAM SIZE DIA BOLTS 1/2" PLATE, TYP W8 2 W10 2 W12 3 W14 3 W16 DEG 4 a b NOTES 0
W18 5 3.4-36 7 1/2" 15 1/2" W21 6 21-22 8" 20" W24 7 HORIZONTAL LEG W36 10 15-16 8" 31 BOTTOM E 29,33,35.5 9" 16" E BEAM CONNECTION, TYP BEAM TO COLUMN CONNECTION, TYP BRACE TO BASE PLATE CONNECTION SCALE: 1* = 1,-0* SCALE: r=1' SCALE: 1*=1'-0*
COLUMN <L DEG BEAM a b c d e f NOTES 0
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" BEAM 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*
D W12 34-35 12.5 11.0 1.5 3.0 9" 9" D W12 36 11.25 11.0 1.5 3.0 9" 9" 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 BP1 - BASE PLATE DETAIL CONNECTIONS SHALL BE ESTABLISHED BY ENSURING THAT THE VERTEXES OF THE SCALE: 3/4"= 1'-0" TRIANGLES SHOWN ON THE DETAIL ARE COINCIDENT WITH ADJACENT MEMBERS.
~~NOTE: 3. IF THE VERTEX OF A STRESS BLOCK DOES NOT COINCIDE WITH A COLUMN, A STIFFENER~~
1. BASE PLATE DIMENSION SHALL ACCOMMODATE PLATE SHALL BE PROVIDED THAT EXTENDS FROM THE VERTEX OF THE WHITMORE STRESS BRACE CONNECTOR PLATE LENGTH. BLOCK TO THE ADJACENT COLUMN WEB AND FLANGES.
SEE VFS-EPM-000-DWG-S-110-01 FOR BP1 LOCATIONS.
BRACE TO BEAM/COLUMN CONNECTION - TYP 4. UNO. USE AWS D1.1 FOR MINIMUM WELD REQUIREMENTS.
SCALE: 1*=1'-0" 5. UNO, USE AISC 14TH EDITION FOR MINIMUM EDGE MARGINS.
C B
CONCEPTUAL DESIGN VEOLIA NUCLEAR SOLUTIONS VGOLIA FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CIMARRON A PUMP AND TREAT SYSTEM PROJECT A WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS REF NUMBER TITLE DWG NO TITLE REFERENCES F VFS-EPM-000-DWG-S-120 B DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l hi .
8 7 6
8 7 6 5l4 3 2 1 GENERAL NOTES: LEGEND:
1. CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION ELECTRICAL CONDUIT/CABLE DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES. COMMUNICATION CONDUIT/CABLE F
2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING FIBER OPTIC CABLE 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 DOMESTIC WATER LINE ORIGINAL AT CONTRACTORS EXPENSE.
~~SANITARY SEWER 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.~~
~~FENCE LINE~~
~~4. SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK.~~
~~GRADE BREAK~~
~~5. IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES LOCATE PROVIDER TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.~~
~~ANGULAR STONE~~
~~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. CONCRETE REDLINES WILL BE AVAILABLE FOR ENGINEERING REVIEW AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES REDUNES SHALL BE DELIVERED TO ENGINEER.
E TRUEGRID PERMABLE PAVERS GRAVEL 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 GRADE BREAK LINEAR FEET a FIRE HYDRANT R RADIUS RG TOE ROUGH GRADE TOE OF SLOPE b SITE ELECTRICAL NOTES
© TOF TOP OF FOUNDATION TOP TOP OF SLOPE COMMUNICATION NOTES
© SANITARY SEWER NOTES A DOMESTIC WATER NOTES c c o
B CONCEPTUAL DESIGN
© vgoua VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME CIMARRON A SMOORE PUMP AND TREAT SYSTEM PROJECT A D NELSON J PIERCE CIVIL SYMBOLS, NOTES J WILSON AND ABBREVIATIONS F l .l OYD B
REF NUMBER TITLE
£___ ...VFS-EPM-000-DWG-C-201 V CESCPPTION DWG NO TITLE REFERENCES FSEV\ I=~ ...........I' DRAWING TRACEABILITY LIST NEXT USED ON .cl NONE 8 7 6 5 ] 4 l 3 2 1
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..
E 1-1/2" TRUEGRID MACK
/ v sy v W \y v \y v PERMEABLE PAVING SYSTEM i" SUB-BASE WITH 3/4" TO 1" CLEAN, \/V/\/WV'V/V'W/\
WASHED ANGULAR STONE /N/X/WV'N/X/WX/
COMPACTED SUBGRADE OR STRUCTURAL FILL 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^
C 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 B
CONCEPTUAL DESIGN Q VOUA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SMOORE NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT n NFI SON Tpifr cf "' BURIAL AREA #1 J WILSON SITE PLAN F 1IOYD REF NUMBER TITLE DWG NO TITLE REFERENCES DESCRIPTION CESIS1 AUTHCfilTf VFS-EPM-000-DWG-C-210 DRAWING TRACEABILITY LIST NEXT USED ON SHOWN l.:
I
8 7 6 ii 3 2 1 GENERAL NOTES:
~~1. ALL SOIL COMPACTION REQUIREMENTS SHALL BE DETERMINED BY GEOTECHNICAL INVESTIGATION.~~
~~2. ALL STRUCTURAL FILL SHALL MEET GEOTECHNICAL ENGINEERS REQUIREMENTS.~~
F
~~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:
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 D C
B CONCEPTUAL DESIGN Q VGOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES. LLC 295 Bradley, Suite 300 Richland, WA 99352 NAME CIMARRON SMOORE PUMP AND TREAT SYSTEM PROJECT A SITE PLAN DNELSON SCALE: r=t0'-0" JPIERCe T iNmuktAlNUL-HfcLI'LJI BURIAL AREA #1 J WILSON E LLOYD SITE UTILITY PLAN REF NUMBER TITLE DWG NO TITLE REFERENCES F VFS-EPM-000-DWG-C-220 D DRAWING TRACEABILITY LIST NEXT USED ON T==~T 8 7 6 5 f~ 4 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 D
VC-210/ SCALE: NONE AS SHOWN ON CIVIL LAYOUTS 4-0" 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" CHAIN-LINK FENCE WITH CONCEPTUAL DESIGN T\ PERSONNEL GATE DETAIL /T\ EXTERIOR BOLLARD DETAIL
© vgoua V^-215/ SCALE: NONE VEOLIA NUCLEAR SOLUTIONS
£-210/ SCALE: NONE SECTION FEDERAL SERVICES, LLC 295 Bradley, Suite 300 SCALE: NONE Richland, WA 99352 (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS)
MISCELLANEOUS EQUIPMENT PAD NAME JS-tSwWi CIMARRON A SCALE; NONE S MOORF dnel son PUMP AND TREAT SYSTEM PROJECT jpi Irce " BURIAL AREA #1 J WILSON H'.UJtL 1 MANAtffcR
--^Ts CIVIL DETAILS F IlOYD REF NUMBER TITLE DWG NO TITLE REFERENCES V
VFS-EPM-000-DWG-C-230 DRAWING TRACEABILITY LIST NEXT USED ON I- ......
Hi 8 7 6 l 5 l 4 l 3 1
8 7 6 1 3 2 1 LINES: SYMBOLS: (CONTINUED) ABBREVIATIONS: INSTRUMENT/FUNCTION SYMBOLS: GENERAL NOTES:

- ONE-LINE CONDUCTOR/CONDUIT A AMPERES SURGE PROTECTION DEVICE, PRIMARY LOCATION I SPD l BA1 BURIAL AREA 1 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL

UNDERGROUND CONDUIT INTERNAL NORMALLY ACCESSIBLE TO CBL CABLE OPERATOR ELECTRICAL CODE, 2017 EDITION.

~~CKT CIRCUIT~~

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

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

ML22299A119

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