Text

Western Area Treatment Facility, Drawings
	ML22286A217
Person / Time
Site:	07000925
Issue date:	10/07/2022
From:	; Burns & McDonnell Engineering Co, Cimarron Environmental Response Trust, Veolia Nuclear Solutions Federal Services
To:	; Office of Nuclear Material Safety and Safeguards
Shared Package
ML22287A079	List: ML22286A217; ML22286A225; ML22286A227; ML22286A230; ML22286A235; ML22286A244; ML22286A246; ML22286A247;
References
	Download: ML22286A217 (112)
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VFS-EPM-000-DWG-A-010 1

2 E

WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND VFS-EPM-000-DWG-A-010 E

1 2

NONE A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 X

LEGEND A

TEMPERED GLASS SH -

1 1

VFS-XXX-XXX-DWG-X-XXX 1

SH -

BUILDING ENVELOPE NOTES ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ANDZ ANODIZED BOB BOTTOM OF BEAM C/C CENTER TO CENTER CFMS COLD FORMED METAL STUD CJ CONTROL JOINT C.I.

CONTINUOUS INSULATIONS CLG CEILING C-BRD CEMENT BOARD CG CORNER GUARD CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CT CERAMIC TILE DS DOWN SPOUT EIFS EXTERIOR INSULATION FINISH SYSTEM ELEV ELEVATION ENAM ENAMEL EQP EQUIPMENT EWC ELECTRIC WATER COOLER EXPD EXPOSED FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FFIN FACTORY FINISH FS FINISHED SURFACE GA GAUGE GALV GALVANIZED GB GRAB BAR GWB GYPSUM WALL BOARD HB HOSE BIB HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR INSPN INSPECTION LAV LAVATORY LS LANDSCAPING MATL MATERIAL MAX MAXIMUM MCJ MASONRY CONTROL JOINT MFRS MANUFACTURERS MIN MINIMUM MISC MISCELLANEOUS MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE OF OVERFLOW DRAIN OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED OSB ORIENTED STRAND BOARD P-#

PAINT TYPE NUMBER PLAM PLASTIC LAMINATE PLN PLAN PLWD PLYWOOD PRE PRE FINISHED PT PRESSURE TREATED RBR RUBBER RD ROOF DRAIN REFR REFRIGERATOR RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S-TRD STAIR TREAD SAI SOUND ATTENUATION INSULATION SATC SUSPENDED ACOUSTICAL TILE CEILING SC SOLID CORE SD SOAP DISPENSER SF SQUARE FEET SHT SHEET SHT-V SHEET VINYL SIM SIMILAR SLR SEALER SPEC SPECIFICATION STL STEEL TBD TO BE DETERMINED THK THICKNESS TPD TOILET PAPER DISPENSER TOC TOP OF CONCRETE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VERT VERTICAL VCT VINYL COMPOSITION TILE VGB VERTICAL GRAB BAR VIN VINYL WC WATER CLOSET WD WOOD WH WATER HEATER "X"

FIRE RESISTANT LABELED GWB ABBREVIATIONS 1.

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

2.

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

3.

DRAWINGS MAY BE REDUCED, VERIFY SCALE.

4.

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

5.

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

6.

REFER TO PROJECT CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL INFORMATION.

7.

ALL METAL BUILDING DETAILS AND CALLOUTS ARE FOR REFERENCE ONLY.

METAL BUILDING MANUFACTURER DETAILS SHALL SUPERCEDE DETAILS IN THIS SET.

GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)

CLIMATE ZONE 5B INSULATION VALUES:

ROOF:

R-25+ R-11 LINER SYSTEM WITH SPACER BLOCKS WALLS:

R-19 CONTINUOUS INSULATION SLAB:

R-10, 24 INCH MIN FROM TOP OF SLAB OPENINGS:

OPAQUE DOORS:

U 0.37 NON-SWING DOORS:

R-4.75 VAPOR RETARDER: PROVIDE ON WARM SIDE OF THE WALLS, SEAL SEAMS.

AIR BARRIER: PROVIDE AIR BARRIER AT BUILDING ENVELOPE ON ALL WALLS, ROOFS, AND FLOORS.

BUILDING ENVELOPE: SEAL, CAULK GASKET AND/OR WEATHER SEAL ALL EXTERIOR PENETRATIONS.

BUILDING AIR INFILTRATION REQUIREMENT - PER WA 51-11C-40609 AIR INFILTRATION SHALL BE VERIFIED BY WHOLE BUILDING PRESSURIZATION TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN INDEPENDENT THIRD PARTY ENGAGED BY THE GENERAL CONTRACTOR.

THE MEASURED AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 (2.0 L/S*M2) UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN. WATER (75 PA), WITH THE CALCULATED SURFACE AREA BEING THE SUM OF THE ABOVE AND BELOW GRADE BUILDING ENVELOPE. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE CODE OFFICIAL AND THE BUILDING OWNER.

ROOM NUMBER DOOR NUMBER WALL TYPE NEW WALL LIGHTING FIXTURE, LED EXIT LIGHT LIGHTING FIXTURE, WALL MOUNT NUMBER (DETAIL REFERENCE)

REFERENCE ON SAME SHEET AS DETAIL CALLOUT DRAWING NUMBER REFERENCE LETTER (SECTION/ELEVATION REFERENCE)

SHEET NUMBER REFERENCE NUMBER (DETAIL REFERENCE)

NUMBER (DETAIL REFERENCE)

DRAWING OR SHEET NUMBER REFERENCE 1-HR RATED WALL 2A:10B:C RATED FIRE EXTINGUISHER MOUNTED NO HIGHER THAN 40" A.F.F.

EX/EM COMBINATION EMERGENCY LIGHTING AND EXIT SIGN PER I.B.C./NFPA/IFC. (BATTERY BACK UP)

EXTERIOR SIGNAGE LIGHTING EXTERIOR SECURITY LIGHT FIXTURE INDICATES ROOF DRAIN AND OVERFLOW INDICATES SLOPE 2 PORT CAT6 ETHERNET WALL PORT METAL WALL PANEL DESIGN AUTHORITY G GREEN 10/28/21 WDG ARCHITECT M CORBIN WDG DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS 2 PORT CAT6 ETHERNET FLOOR PORT 2'X4' ACOUSTICAL CEILING TILE METAL ROOF PANEL INDICATES ROOF ELEVATION CHANGE

+XX' WINDOW / OPENING NUMBER

EXIT EXIT EXIT DISTANCE =165'-4" TRAVEL DISTANCE =128'-4" TRAVEL DISTANCE =50'-5" TRAVEL FE FE FE FE FE FE FE FE FE 1-HR RATED CORRIDOR VFS-EPM-000-DWG-A-010 2

2 E

A 8

B C

7 6

DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CODE ANALYSIS:

GENERAL INFORMATION AUTHORITY HAVING JURISDICTION:

CITY OF CIMARRON CODE:

IBC PROJECT ADDRESS:

N/A ZONING:

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)

ALLOWABLE AREA INCREASE, SECTION 506:

PER SECTION 507.3 BUILDING IS ALLOWED TO BE UNLIMITED AREA 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 II-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 NOT REQD, EXCEPTION 1 CHAPTER 9 FIRE SPRINKLER SYSTEM REQUIRED, IBC SECTION 903/IEBC SECTION 804.2.2:

NO 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:

F-2 PROCESS OCCUPANCY:

41 OCCUPANTS 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 (TOTAL OF 9 EXITS PROVIDED)

PANIC HARDWARE REQUIRED, SECTION 1010.1.10:

NO EXIT SIGNS SHOWN ON PLANS, SECTION 1013:

VFS-EMP-000-DWG-E-120 SHEET 1&2 (REFLECTED CEILING &

LIGHTING PLAN)

HANDRAIL TYPE, SECTION 1014.3:

MAXIMUM EXIT TRAVEL DISTANCE, TABLE 1017.2:

F-2: 300'-0" TRAVEL DISTANCE CHAPTER 29 MINIMUM NUMBER OF PLUMBING FIXTURES, TABLE 2902.1:

OCCUPANCY CLASSIFICATION:

OCCUPANTS (PER GENDER):

F-2 (*USING REQUIREMENTS OF M OCCUPANCY) TOTAL OCCUPANTS: 119 / 2 = 60 WATER CLOSETS:

FEMALE:

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

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

FEMALE:

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

(1:100) = 1 REQ'D, 1 PROVIDED LEGEND 1-HR FIRE RATED CORRIDOR WALLS SCALE: 3/32"=1'-0" FIRE AND LIFE SAFTEY PLAN DESIGN AUTHORITY G GREEN 10/17/21 WDG ARCHITECT M CORBIN WDG DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY CODE INFORMATION VFS-EPM-000-DWG-A-010 E

2 2

SHOWN

1 2

3 4

5 6

A B

C D

E F

G H

VFS-EPM-000-DWG-A-100 1

6 E

A 8

B C

7 6

DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ELECTRICAL SCALE:

WATF OVERALL ARCHITECTURAL PLAN 1/8" = 1'-0" A-110-1 A

115' 1

SH2 ION EXCHANGE AND SPENT RESIN AREA STORAGE AREA 20' 23' 3'

4'-6" 11'-6" 6"

5'-4" 9'-6" 3'

B C

A-110-1 A-110-2 E

A-110-3 D

A-110-2 3'

10' 0'

4' 8'

16' 24' SCALE FEET 1/8" = 1'-0" 4'

23' 23' 23' 15'-4" 20' 20' 20' 20' 20' 20' 7'-4" 8'-8" F

A-110-3 NOTE 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

9'-6" 2'-10" 4'-6" 7'-8" 140' NON-PROCESS AREA DESIGN AUTHORITY V DAVISON 10/28/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-A-100 E

1 6

AS SHOWN

VFS-EPM-000-DWG-A-100 2

6 D

WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-A-100 D

2 6

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 F

A-110-3 SCALE: 1/4"=1'-0" SH 1 1

ENLARGED NON PROCESS AREA PLAN ELECTRICAL CONFERENCE ROOM CONTROL ROOM RESTROOM OFFICE 2 OFFICE 1 ENERCON OFFICE INSTRUMENT ROOM STORAGE/

REPO BREAK ROOM 1

2 3

4 5

A B

RESTROOM 7'-4" 11'-2 5/8" 6'

9'-7 7/8" 13'-5" 12'-5" 6'-1 1/2" 7'

7'-2" 26'-7 5/8" 15'-1 1/4" 14'-8 1/4" 32' 4'-11" 4'-6" 22'-11 1/2" 12'-10" 8'

7'-1" 20'-5 1/2" 15'-5" 10' 6'-7 7/8" 12'-4 3/4" SCALE FEET 1/4" = 1'-0" 0'

2' 4'

8' 12' RM 102 RM 101 RM 112 RM 103 RM 105 RM 107 RM 111 RM 108 RM 106 RM 104 RM 110 RM 109 DATA ROOM RM 114 JANITOR CLOSET RM 113 CORRIDOR 13'-5" 3'-11" 7'-2 1/2" 2'

1'-6" 3'-6" 2'-4" 9'-3 5/8" 2'-4" 2'-4" 3'-10 9/16" 6'-3 1/8" 11'-7 1/2" 7'-10 1/2" 6'-5" 8'-11 3/8" 4'-2 3/8" 1'-11" 3'-8 11/16" 4'-5 5/8" 7'

5'-5" 1'-9" 1'-7 7/16" 12'-7 3/8" 4'-9" 4'-6" 8'-9 1/4" 6'-2 1/2" 7'

2'-2 1/2" 1'-8" 1'-5" 5'-11 5/8" NOTE 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2.

SEE VFS-EMP-000-DWG-A-130 SHEET 1 FOR ASSEMBLY TYPES.

5'-4 9/16" 4'-8" 2'-4" STORAGE ROOM RM 115 5'-2 1/2" 1'-7 1/2" 1

A-120 2

A-120 3

A-120 G

A-110-3 SIM G

A-110-3 DESIGN AUTHORITY V DAVISON 10/28/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

1 2

3 4

5 6

A B

C D

E F

G H

VARIES VARIES VFS-EPM-000-DWG-A-100 3

6 E

WESTERN AREA TREATMENT FACILITY REFLECTED CEILING PLAN VFS-EPM-000-DWG-A-100 E

3 6

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:

REFLECTED CEILING PLAN 1/8" = 1'-0" 0'

4' 8'

16' 24' SCALE FEET 1/8" = 1'-0" NOTE 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2.

CEILING IN PROCESS AREA IS 5/8" DENSGLASS SHEATHING ON RESILIENT CHANNELS ATTACHED TO ROOF PURLINS AT 16" OC.

3.

REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LAYOUT.

DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

9'-0" 9'-0" 9'-0" 9'-0" 9'-0" OPEN TO STRUCTURE 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" VFS-EPM-000-DWG-A-100 4

6 D

WESTERN AREA TREATMENT FACILITY ENLARGED CEILING PLAN VFS-EPM-000-DWG-A-100 D

4 6

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/4"=1'-0" SHEET 1 1

ENLARGED REFLECTED CEILING PLAN 1

2 3

4 5

A B

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

2' 4'

8' 12' NOTE 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2.

SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LAYOUT.

3.

9'-0" ACT CEILING IN CORRIDORS. BOTTOM OF JOISTS ABOVE (2'-0" ABOVE ACT CEILING) WILL HAVE 2 LAYERS 5/8" TYPE 'X' GWB APPLIED ABOVE CORRIDOR ONLY.

DESIGN AUTHORITY V DAVISON 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

1 2

3 4

5 6

A B

C D

E F

G H

1:12 SLOPE 1:12 SLOPE 1:12 SLOPE 1:12 SLOPE RIDGE RIDGE VFS-EPM-000-DWG-A-100 5

6 E

WESTERN AREA TREATMENT FACILITY ROOF PLAN VFS-EPM-000-DWG-A-100 E

5 6

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:

ROOF PLAN 1/8" = 1'-0" 0'

4' 8'

16' 24" SCALE FEET 1/8" = 1'-0" ROOF CALLOUTS:

PRE-FINISHED METAL ROOF PANELS GUTTER WALL OUTLINE BELOW SNOW / ICE RETENTION BAR TO BE INSTALLED ABOVE ALL SWINGING DOORS ALONG GRIDLINES 1 & 6 PREFINISHED METAL ROOF PANELS, TYP NOTE 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

A 8

B C

7 6

DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 VFS-EPM-000-DWG-A-100 6

6 E

WESTERN AREA TREATMENT FACILITY FURNISHINGS LAYOUT VFS-EPM-000-DWG-A-100 E

6 6

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

2' 4'

8' 12' SCALE:

WATF FURNISHINGS LAYOUT 1/4" = 1'-0" CONTROL ROOM RESTROOM OFFICE 2 OFFICE 1 ENERCON OFFICE INSTRUMENT ROOM STORAGE/REPRO RESTROOM RM 102 RM 103 RM 105 RM 107 RM 106 RM 104 RM 110 RM 109 JANITOR CLOSET RM 113 BREAK ROOM RM 111 DATA ROOM RM 114 KEY NOTES:

DRINKING FOUNTAIN-ELKAY MODEL EMABFTL8WSLK REFRIGERATOR CONFERENCE TABLE (144" X 48")

BREAK ROOM TABLE (72" X 30")

TABLE (42" X 18")

TABLE (72" X 30")

4'x8' WORK COUNTER W/OPEN SHELVING BOOKCASE (60"L X 16"D X 78"H)

BOOKCASE (72"L X 16"D X 78"H)

BOOKCASE (24"L X 16"D X 78"H)

FRISK MOBILE DRAWING HANGING RACK (43" X 27")

DESK (60" X 29 1/2")

NOT USED NOT USED WORKBENCH (144" X 24" X 6")

SMALL TOOL PEGBOARD NOT USED STORAGE SHELVES (60"W X 24"D X 72"H)

FIRE-RATED CABINET (23.25"W X 18"D X 64"H)

STORAGE CABINET (36" X 16")

VERTICAL FILE CABINET (18"W X 22"D X 52"H)

COMPUTER STATION (60" X 29 1/2")

WHITEBOARD (72"L X 48"H)

BULLETIN BOARD (96"L X 48" H)

ROLLER WINDOW SHADE-INTERIOR OF JAMBS WHITEBOARD (96"L X 48"H)

BOOKCASE (36"W X 16"D X 78"H)

COPIER/PRINTER LAVATORY-KOHLER K-2084-N-0 WITH AMERICAN STANDARD MODEL 6053.204.002 FAUCET ADA WATER CLOSET-AMERICAN STANDARD MODEL 3043.528.020 STAINLESS STEEL DOUBLE BOWL KITCHEN SINK-AMERICAN STANDARD MODEL 22DB.6332283C.075 MOP SINK-MUSTEE MODEL 63M WITH CHICAGO FAUCETS 897-RCF FAUCET 1.

SEE VFS-EMP-000-DWG-A-010 SHEET 1 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.

2.

REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT IN ELECTRICAL ROOM 101 3.

DOORS, WALLS, AND WINDOWS BETWEEN PROCESS AND NON PROCESS ARE FIRE SEPARATION RATED.

4.

FURNISHINGS ARE FOR ILLUSTRATION PURPOSES ONLY AND WILL VARY BASED ON OCCUPANT NEEDS.

STORAGE ROOM RM 115 ELECTRICAL ROOM RM 101 1

2 3

4 5

A B

6 DESIGN AUTHORITY S MOORE 08/18/22 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS NOTES

MAIN FLOOR 0' - 0" LOW EAVE HEIGHT 20'-0" 6

1 5

4 3

2 LIGHT FIXTURE 15'-7" MAIN FLOOR 0' - 0" LOW EAVE HEIGHT 20' - 0" A

F E

D C

B G

H ROOF PEAK 25' - 8" LIGHT FIXTURE 15' - 7" VFS-EPM-000-DWG-A-110 1

3 E

WESTERN AREA TREATMENT FACILITY BUILDING ELEVATIONS VFS-EPM-000-DWG-A-110 E

1 3

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8"=1'-0" A-100-1 A

NORTH ELEVATION SCALE: 1/8"=1'-0" A-100-1 B

WEST ELEVATION 0'

4' 8'

16' 24" SCALE FEET 1/8" = 1'-0" ELEVATION KEY NOTES:

PRE-FINISHED METAL WALL PANEL, TYP.

SECURITY LIGHTING OVER DOOR (PROVIDE EMERGENCY BACKUP POWER), TYP.

EXTERIOR LIGHT FIXTURE, TYP.

KNOX BOX HOLLOW METAL DOOR, TYP.

24"x24" OPENING FOR FAN, REFER TO MECHANICAL OVERHEAD DOOR DOWNSPOUT 44"x26" DUCT PENETRATION 22"x26" COMPRESSOR DUCT PENETRATION (REFER TO MECHANICAL) 32"x20" COMPRESSOR DUCT PENETRATION (REFER TO MECHANICAL) 32"x18" DUCT PENETRATION 18"x26" DUCT PENETRATION SNOW GUARD DESIGN AUTHORITY S MOORE 10/18/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

6 1

5 4

3 2

(20' - 0")

MAIN FLOOR 0' - 0" EAVE HEIGHT (25' - 8")

TOP OF ROOF MAIN FLOOR 0' - 0" EAVE HEIGHT 20' - 0" A

F E

D C

B G

H ROOF PEAK 25' - 8" LIGHT HEIGHT 15' - 7" VFS-EPM-000-DWG-A-110 2

3 D

WESTERN AREA TREATMENT FACILITY BUILDING ELEVATIONS VFS-EPM-000-DWG-A-110 D

2 3

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8"=1'-0" A-100-1 C

SOUTH ELEVATION SCALE: 1/8"=1'-0" A-100-1 D

EAST ELEVATION 0'

4' 8'

16' 24" SCALE FEET 1/8" = 1'-0" ELEVATION KEY NOTES:

PRE-FINISHED METAL WALL PANEL, TYP.

SECURITY LIGHTING OVER DOOR (PROVIDE EMERGENCY BACKUP POWER), TYP.

EXTERIOR LIGHT FIXTURE, TYP.

KNOX BOX HOLLOW METAL DOOR, TYP.

24"x24" OPENING FOR FAN, REFER TO MECHANICAL OVERHEAD DOOR DOWNSPOUT 44"x26" DUCT PENETRATION NOT USED NOT USED 32"x18" DUCT PENETRATION NOT USED SNOW GUARD DESIGN AUTHORITY V DAVISON 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

MAIN FLOOR 0' - 0" EAVE HEIGHT 20' - 0" T.O. OFFICE WALLS 10' - 0" A

F E

D C

B G

H ROOF PEAK 30' 1/8" FIN. FLR.

0' - 0" EAVE HEIGHT 20' - 0" 6

1 5

4 3

2 BLOCKING, TYP SOUND BATT INSUL (OPT)

VFS-EPM-000-DWG-A-110 3

D WESTERN AREA TREATMENT FACILITY BUILDING SECTIONS VFS-EPM-000-DWG-A-110 D

3 3

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8"=1'-0" A-100-2 E

SECTION SCALE: 1/8"=1'-0" A-100-2 F

SECTION ELEVATION KEY NOTES:

PRE-ENGINEERED BUILDING FRAME, TYP.

BATT INSULATION, TYP.

8" WALL GIRT, TYP.

DENSGLASS WALL SHEATHING, TYP.

HOLLOW METAL DOOR, TYP.

8" ROOF PURLIN, TYP.

ENDWALL BUILDING COLUMNS, TYP.

G SH3 SCALE: 1/2"=1'-0" A-110-3 G

ENLARGED SECTION DESIGN AUTHORITY V DAVISON 10/18/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

109 RR A

D C

B 110 RR A

B C

D 18"

Ø5' 18" 60" 30" 60" 48" 36" 17"-19" 18" 2'-10" VERIFY 17"-19" 24" 36" 1'-6" 3'

3'-3 1/2" 41" MAX.

17"-19" 36" MIN.

24" 36" 40 MAX.

40 MAX.

2'-10" VFS-EPM-000-DWG-A-120 1

2 D

WESTERN AREA TREATMENT FACILITY RESTROOM PLAN VFS-EPM-000-DWG-A-120 D

1 2

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 RESTROOM KEY NOTES:

FIBER REINFORCED PLASTIC PANEL, SEE INTERIOR FINISH SCHEDULE SHEET VFS-EPM-100-DWG-A-130 FAUCET-AMERICAN STANDARD MODEL 6053-204-002 MIRROR LAVATORY-KOHLER K-2084-N-D TOILET SEAT COVER DISPENSER S.S. GRAB BAR ADA WATER CLOSET-AMERICAN STANDARD MODEL 3043.528.020 TOILET PAPER DISPENSER DOOR 6" RESILIENT WALLBASE NOTES:

1 ALL FIXTURES TO MEET ADA REQUIREMENTS 2

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

SCALE:

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

RESTROOM ELEVATION A 1/4" = 1'-0" SCALE:

RESTROOM ELEVATION B 1/4" = 1'-0" ELEVATION A ELEVATION B ELEVATION C ELEVATION D ELEVATION A ELEVATION B ELEVATION C ELEVATION D 5'

9' 5'

9' SCALE:

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

TYPICAL ADA RESTROOM SECTION 1/2" = 1'-0" KEYED NOTES:

A.D.A. S.S. VERTICAL GRAB BAR S.S. GRAB BAR. MOUNT W/

CENTERLINE AT 36+" A.F.F.

FRP TO 5'-0" A.F.F. (VERIFY)

A.D.A. APPROVED TOILET (PROVIDE SUBMITTAL)

RECESSED TOILET TISSUE DISPENSER.

A.D.A. PAPER DISPENSER A.D.A. APPROVED MIRROR A.D.A. APPROVED SINK NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS AND HARDWARE SUBMITTALS FOR REVIEW PRIOR TO ORDERING.

DESIGN AUTHORITY G GREEN 10/13/21 WQ DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

A B

D C

VFS-EPM-000-DWG-A-120 2

2 D

WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-A-120 D

2 2

AS SHOWN A

8 B

C 7

6 DRAWING TRACEABILITY LIST DWG NO 5

TITLE D

E F

8 7

6 5

REVISIONS NEXT USED ON REF NUMBER REFERENCES 4

TITLE REV REL NO REV MFD DESCRIPTION 3

DATE BY REV ENGR COMPANY 2

SIZE SCALE F

EDT DWG NO REV 1

SHEET OF A

DWG NO OF SH C

REV 4

3 2

D E

1 F

DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.

VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE FEET 1/4" = 1'-0" 0'

2' 4'

8' 12' KITCHEN CASEWORK KEY NOTES:

PLASTIC LAMINATE COUNTER/ 6" BACKSPLASH PLASTIC LAMINATE CASEWORK SINK WALL PAINT. SEE FINISH SCHEDULE REFRIGERATOR BY OTHERS ADA ACCESSIBLE CABINET NOTE:

1. ALL FIXTURES TO BE ADA APPROVED
2. CONTRACTOR TO SUBMIT ALL ADA CASEWORK AND HARDWARE FOR REVIEW PRIOR TO ORDERING 3. INSTALL BLOCKING IN WALLS FOR ALL WALL MOUNTED EQUIPMENT
4. FIELD VERIFY SITE DIMENSIONS FOR ALL CASEWORK 8'-8" 7'-0" SCALE:
ELEVATION A 1/2" = 1'-0" SCALE:
ELEVATION B 1/2" = 1'-0" SCALE:
ELEVATION C 1/2" = 1'-0" SCALE:
ELEVATION D 1/2" = 1'-0" 1'- 6" 2'
8' SCALE: 1/2"=1'-0" A-100-2 1
ENLARGED BREAKROOM PLAN SCALE: 1/2"=1'-0" A-100-2 2
ENLARGED RESTROOM PLAN SCALE: 1/2"=1'-0" A-100-2 3
ENLARGED STORAGE/REPRO PLAN 2'
2' 1'-11" 1"
1' 2'-6" 1'-8" 2'-10" 2'-10" 4"
2'-10" 6'
1'-6" 2'-10" 1'-8" 2'-6" 2'
9' 1'
1 1/2" 1'
2'-2" 3'
1'-4" 2'
1' 2'
1' 2'
2'-10" 1'-8" 2'-6" 2'
9' 4"
DESIGN AUTHORITY G GREEN 10/13/21 WQ DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
600T162-43 TOP AND BOTTOM COPED TRACK ATTACH WITH #10 SCREWS TRACK OR C-SHAPES PER SCHEDULE (2) #10 SCREWS AT 24" C/C ONE PER FLANGE TOP AND BOTTOM CRIPPLE STUD(S)
PER SCHEDULE 2-12 TYP KING STUD(S) PER SCHEDULE, EXTEND FULL HEIGHT JOIST PER PLAN TOP TRACK STUD JOIST REINFORCEMENT ATTACHED WITH (6) #12 SCREWS SECTION FINISH FLOOR ELEVATION VIEW WALL ASSEMBLY:
5/8" GYPSUM WALLBOARD
550SFS162-33EQS STUDS
@ 16" OC
BATT INSULATION (FILL VOID)
6 MIL VAPOR BARRIER
8" WALL PURLINS PER PEMB MANUFACTURER
AIR INFILTRATION BARRIER
16GA METAL WALL PANEL PER PEMB MANUFACTURER WALL ASSEMBLY:
5/8" DENSGLASS SHEATHING
7/8" RESILIENT CHANNELS
@ 16" OC
6 MIL VAPOR BARRIER
BATT INSULATION (FILL VOID)
8" WALL PURLINS PER PEMB MANUFACTURER
AIR INFILTRATION BARRIER
16GA METAL WALL PANEL PER PEMB MANUFACTURER WALL ASSEMBLY:
5/8" GWB
550SFS162-33EQS STUDS @
16" OC
SOUND BATT INSULATION (OPT)
5/8" GWB WALL ASSEMBLY:
TYPE 'X' 5/8" GWB
550SFS162-33EQS STUDS @ 16" OC
SOUND BATT INSUL (OPT)
TYPE 'X' 5/8" GWB CORRIDOR CEILING ASSEMBLY:
(1) LAYER TYPE 'X' 5/8" GWB
1000162-43 JOISTS @ 16" OC
(1) LAYER TYPE 'X' 5/8" GWB
ACOUSTIC CEILING TILE CORRIDOR CEILING ASSEMBLY:
1000162-43 JOISTS @ 16" OC
ACOUSTIC CEILING TILE CORRIDOR CEILING ASSEMBLY:
26GA METAL ROOF PANEL BY PEMB MFR
8" METAL PURLINS BY PEMB MFR
7/8" RESILIENT CHANNEL @ 16" OC
5/8" DENSGLASS SHEATHING WALL ASSEMBLY:
5/8" DENSGLASS SHEATHING
800SFS162-43EQS STUDS @ 16" OC
5/8" DENSGLASS SHEATHING VFS-EPM-000-DWG-A-130 1
2 B
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS VFS-EPM-100-DWG-A-130 B
1 2
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 150U050-54 L2x2x.0042 MIL (2)
12 SCREWS 600S162-42 STUD WEB STIFFENER TOP TRACK RIM TRACK JOIST PER PLAN SCALE: NONE 1
LATERAL BRACING DETAIL-TYPICAL SCALE: NONE 2
CLIP ANGLE STIFFENER - BACK OF JOIST DETAIL-TYPICAL SCALE: NONE 3
METAL STUD HEADER DETAIL-TYPICAL SCALE: NONE 4
WEB REINFORCEMENT - DOUBLE WEB DETAIL-TYPICAL SCALE: NONE 5
FIRE EXTINGUISHER CABINET DETAILS 1
EXTERIOR WALL AT OFFICE AREA 2
EXTERIOR WALL AT PROCESS AREA 3
INTERIOR WALL AT OFFICE AREA 4
1-HR RATED INTERIOR WALL AT OFFICE AREA 5
1-HR RATED CEILING AT OFFICE AREA 6
TYPICAL CEILING AT OFFICE AREA 7
TYPICAL ROOF AT PROCESS AREA 8
TYPICAL WALL BETWEEN PROCESS AREAS GA FILE: WP 1072 WALL/ROOF/CEILING ASSEMBLIES SCALE: 1" = 1'-0" 5/8" TYPE 'X' GYPSUM BOARD METAL STUDS CAULKING COMPOUND AT FULL PERIMETER (1) 2A:10BC, UL LISTED FIRE EXTINGUISHER CABINET DOOR WITH TEMPERED GLASS LIGHT BRACKET MOUNTED 48" AFF 5/8" TYPE 'X' GYPSUM BOARD (1) 2A:10BC, UL LISTED FIRE EXTINGUISHER INSIDE 1'-0" 1'-0" GA FILE: WP 1072 (SIM)
DESIGN AUTHORITY G GREEN 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
3'-7" 2'-10" 7"
4" 2"
TYP PER SCHEDULE PER SCHED PER SCHEDULE PER SCHEDULE 7'-0" 3'-0" 3'-0" 3'-2" 3'-10" 5'-0" 3'-0" 4'-0" 5'-0" 3'-0" 4'-0" 5'-0" 3'-0" 4'-0" VFS-EPM-000-DWG-A-130 2
2 B
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH.
VFS-EPM-100-DWG-A-130 B
2 2
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EMP-DWG-000-A-110 SHEET 2 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
2.
DOOR AND FRAME FINISH COLORS SHALL BE DETERMINED BY THE OWNER. CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL.
3.
TABLE SHOWS MINIMUM DESIRED HARDWARE FUNCTIONS. ALL HARDWARE SHALL HAVE ALL OPERABLE PARTS, A SHAPE THAT IS EASY TO GRASP WITH ONE HAND, AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE AS PER ICC/ANSI 117.1.
4.
ALL HARDWARE TO BE CONFIRMED WITH OWNER PRIOR TO PROCUREMENT.
5.
PROVIDE TEMPERED GLASS IN ALL DOORS, 24" OF DOOR SWING IN ANY ADJACENT PLANE; ANY PANE LARGER THAN 9 SQUARE FEET, AT EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE FINISHED FLOOR, EXPOSED EDGE MORE THAN 36" ABOVE FINISHED FLOOR AND WITHIN 36 INCHES OF ADJACENT WALKWAY AND ABOVE DOORS.
6.
INSULATED DOOR, GASKET AT PERIMETER OF DOOR AND FRAME, RETRACTABLE DOOR SEAL AT THE DOOR BOTTOM.
REMARKS SHEET NO A-100-SH2 DOOR NO 101 102 103 NO OF DOORS 1
1 1
DOOR SIZE WIDTH HEIGHT THK 3'-0" 1-3/4" 7'-0" DOOR TYPE MATL FINISH B
PAINT A
A MTL MTL MTL FRAME TYPE MATL FINISH 1
PAINT MTL MTL MTL PAINT PAINT LOUVER SIZE LABEL DETAIL NO 45 MIN HARDWARE CLOSER PANIC DEVICE OFFICE LOCKSET ENTRY LOCKSET PASSAGE SET STORE RM LOCKSET PRIVACY LOCKSET OVERHEAD STOP WEATHER STRIP/GASKET KICK PLATE PUSH/PULL DOOR SCHEDULE THRESHOLD IN SEALANT DOOR TYPES NOTE:
= TEMPERED GLASS T
FRAME TYPES 104 105 1
1 A
A MTL MTL MTL MTL PAINT PAINT 106 107 1
1 A
B MTL MTL MTL MTL PAINT PAINT 108 109 1
1 A
B MTL MTL MTL MTL PAINT PAINT 110 111 1
1 B
A MTL MTL MTL MTL PAINT PAINT 112 113 1
1 A
A MTL MTL MTL MTL PAINT PAINT 114 116 1
1 A
B MTL MTL 1
MTL MTL PAINT PAINT 117 118 2
1 A
A MTL MTL 1
1 MTL MTL PAINT PAINT 119 123 1
1 A
A MTL MTL 1
1 MTL MTL PAINT PAINT HARDWARE BY MANUFACTURER 124 125 1
1 8'-0" 10'-0" 1"
C B
MTL MTL FFIN 1
MTL MTL PAINT PAINT HARDWARE BY MANUFACTURER 126 127 1
1 3'-0" 7'-0" 1-3/4" C
A MTL MTL FFIN 1
MTL MTL PAINT PAINT HARDWARE BY MANUFACTURER 128 129 1
1 3'-0" 7'-0" 1 3/4" C
A MTL MTL FFIN 1
MTL MTL PAINT PAINT 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 3'-0" 1-3/4" 7'-0" 8'-0" 1"
10'-0" 16'-0" 1"
10'-0" PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT 1
1 1
1 1
1 1
1 1
1 1
1 1
SHEET NUMBER WINDOW TYPE A
3'-0"x3'-10" 5'-0"x4'-0" 5'-0"x4'-0" WINDOW MATL THK TYPE INSULATED 1"
FRAME MATL FINISH CLEAR ALUM REMARKS WINDOW SCHEDULE A-100-SH2 B
C SIZ MIN (WXH)
FIRE RATING DETAILS A-100-SH2 A-100-SH2 INTERIOR FINISH SCHEDULE ROO M
NO.
ROOM NAME FLOOR FINISH WALLS CEILING REMARKS NORTH EAST SOUTH WEST BASE MATER IAL FINISH BASE MATE RIAL FINISH BASE MATE RIAL FINISH BASE MATE RIAL FINISH MATE RIAL FINISH HEIGHT 101 ELECTRICAL CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 102 INSTRUMEN T ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 103 OFFICE 2 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 104 ENERCON OFFICE CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 105 OFFICE 1 CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 106 CONTROL ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 107 STORAGE/
REPO CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 108 CONFERENC E
CP B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 109 RESTROOM CONC B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 ACT 9'-0" 110 RESTROOM CONC B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 ACT 9'-0" 111 BREAKROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 112 CORRIDOR CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT
+/-10'-0" 113 JANITOR CLOSET CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT
+/-10'-0" 114 DATA ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" 115 STORAGE ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'-0" FINISH MATERIALS MATERIAL SPECIFICATIONS B1 4"H RUBBER BASE B2 6"H RUBBER BASE CONC SEALED CONCRETE FRP FIBER REINFORCED PLASTIC PANELS P1 GENERAL WALL PAINT, SHERWIN WILLIAMS OR EQUAL CP CARPET INSULATED INSULATED 1"
1" CLEAR ALUM PAINT HM 115 1
B MTL 1
MTL PAINT 3'-0" 1-3/4" 7'-0" PAINT 6'-0"x4'-0" D
A-100-SH2 INSULATED 1"
PAINT HM 130 1
3'-0" 7'-0" 1-3/4" B
MTL 1
MTL PAINT 121 122 1
1 3'-0" 7'-0" 1-3/4" A
C MTL MTL FFIN 1
1 MTL MTL PAINT PAINT 16'-0" 1"
18'-0" 120 1
3'-0" 7'-0" 1 3/4" A
MTL 1
MTL PAINT HARDWARE BY MANUFACTURER PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH1 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 A-100-SH2 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN 45 MIN DESIGN AUTHORITY G GREEN 10/13/21 WQ DRAFTING CHECKER J PIERCE VNSFS ARCHITECT M CORBIN WQ ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-E-101 1
1 C
WATF ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-101 C
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CORD & PLUG/RECEPTACLE SYMBOLS:
CONDUCTOR/CONDUIT LINES:
ABBREVIATIONS:
A AMPERES BA1 BURIAL AREA 1 CBL CABLE CKT CIRCUIT CTRL CONTROL DP DISTRIBUTION PANEL DS DISCONNECT SWITCH EGC EQUIPMENT GROUNDING CONDUCTOR FACP FIRE ALARM CONTROL PANEL F.O.
FIBER OPTIC G
GROUND GEC GROUNDING ELECTRODE CONDUCTOR GES GROUNDING ELECTRODE SYSTEM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GND GROUNDING CONDUCTOR HMI HUMAN MACHINE INTERFACE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ I/O INPUT/OUTPUT IX ION EXCHANGE KV KILO-VOLT KVA KILO-VOLT AMPERES KW KILO-WATT KWH KILO-WATT HOUR LED LIGHT EMITTING DIODE LP LIGHTING PANEL LSI LONG SHORT INSTANTANEOUS LSIG LONG SHORT INSTANTANEOUS GROUND FAULT MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY N
NEUTRAL NEC NATIONAL ELECTRICAL CODE P
PUMP/POLE BREAKER PH PHASE PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG PP POWER PANEL PWR POWER RCPT RECEPTACLE SKD SKID SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD V
VOLTS VA VOLT AMPERES VFD VARIABLE FREQUENCY DRIVE W
WATTS/WIRE WATF WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF XFMR TRANSFORMER XO TRANSFORMER SECONDARY NEUTRAL FUSED DISCONNECT SWITCH X
CIRCUIT BREAKER (TRIP)
MOTOR X=HP TRANSFORMER NON-FUSED DISCONNECT SWITCH UNDERGROUND CONDUIT METER MODULE VFD SPD KWH PP-1 S
P D
225 225 100 LP-A S
P D
FUSE LINE BREAK GROUND KILOWATT HOUR METER CONNECTION POINT/ GROUND ROD CURRENT TRANSFORMER CIRCUIT BREAKER (TRIP/FRAME) 1500 2000 POWER PANEL, MAIN BREAKER LIGHTING PANEL, MLO, NUMBER INDICATES PANEL SIZE ENCLOSURE/SKID VARIABLE FREQUENCY DRIVE SURGE PROTECTION DEVICE, EXTERNAL DIGITAL POWER METER SYMBOLS: (CONTINUED)
SPD DUPLEX RECEPTACLE GFCI WP A
1' X 4' LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE WALL MOUNTED LUMINAIRE A = FIXTURE TYPE DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER WITH WEATHERPROOF COVER 4' X 4" LUMINAIRE A = FIXTURE TYPE SURGE PROTECTION DEVICE, INTERNAL DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER 20A GROUNDING CONDUCTOR G
INSTRUMENT/FUNCTION SYMBOLS:
DISCRETE INSTRUMENTS SHARED DISPLAY, SHARED CONTROL PRIMARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR XXX XXX XXX XXX PHASE SWITCHED NEUTRAL GROUND EXOTHERMIC BOND OR COMPRESSION FITTING CONNECTION A
A A
A 2' X 4' LUMINAIRE A = FIXTURE TYPE 2' X 4' LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE EMBEDDED REBAR 1.
ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 2017 EDITION.
GENERAL NOTES:
S3 S
3-WAY SWITCH SWITCH 2' X 4" LUMINAIRE A = FIXTURE TYPE A
HIGH BAY LUMINAIRE WITH EMERGENCY BATTERY PACK A = FIXTURE TYPE HIGH BAY LUMINAIRE A = FIXTURE TYPE A
A 1' X 4' LUMINAIRE A = FIXTURE TYPE A
WALL MOUNTED EXIT SIGN A = FIXTURE TYPE CEILING MOUNTED EXIT SIGN A = FIXTURE TYPE A
A ELECTRICAL CONDUCTOR/CONDUIT E
AVAILABLE 3Ø FAULT CURRENT (RMS, SYM. AMPS).
22,100 MULTI-OUTLET ASSEMBLY DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
800A, 480Y/277V, 3-PH, 4W 2GL 2J SWBD-A SPD 3
METER MODULE 3
PAD MOUNT TRANSFORMER 500 KVA 3-PH 60 Hz 13.2 KV 480Y/277V OG+E 13.2 KV 3-PH UTILITY 2L 400 400 PP-2 S
P D
WATF SOUTH BAY 2EL 1F 1A 3P 3P 3P 3P 3P 3 SETS 4-350 KCMIL KWH 250 KA 400 400 400 PP-1 S
P D
ELECTRICAL EQUIPMENT ROOM 125 150 LP-1 S
P D
ELECTRICAL EQUIPMENT ROOM 200 XFMR-1 75 KVA ELECT EQUIP RM 480V 208Y/120V 2 SETS 3-#3/0 1-#2 GND 3-#1 1-#6 GND 4-#4/0 1-#2 GND 2K 3P 400 400 400 MCC-1 ELECTRICAL EQUIPMENT ROOM 2 SETS 3-#3/0 1-#2 GND S
P D
3P 400 3P 50 2P 2GR 250 250 PP-3 S
P D
WATF NORTH BAY 3P 3-#4/0 1-#4 GND S
P D
200 3P 50 2P LP-3 50 2P XFMR, 15 KVA 480-240/120 VAC 1-PH 3W 60 HZ 70 2P MINI POWER ZONE WATF NORTH BAY 2-#8 1-#10 GND 2FL 175 250 3P 800A METERING CABINET (NOTE 4)
LSI LSI LSI LSI LSI LSI AT 500eKVA 480Y/277V, 3-PH, 60HZ 800 800 N.C.
800 800 N.O.
LSIG LSIG 1F 800 3F 3P 3P 3 SETS 4-350 KCMIL 1-#1/0 GND BACKUP GENERATOR 2 SETS 3-#3/0 1-#2 GND 3 SETS 4-350 KCMIL 30 LP-2 50 2P XFMR, 15 KVA 480-240/120 VAC 1-PH 3W 60 HZ 70 2P MINI POWER ZONE WATF SOUTH BAY 2-#8 1-#10 GND 3-#4/0 1-#4 GND HP-1 20 TON HEAT PUMP UNIT WATF EXTERIOR WEST 2FR 175 250 3P LSI 2HL 250 250 3P LSI SPARE 2HR 250 250 3P LSI SPARE SPARE VFS-EPM-000-DWG-E-110 1
1 D
WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM VFS-EPM-000-DWG-E-110 D
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 GENERAL NOTES:
1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
SEE DRAWING BMCD-GWREMED-E101 FOR MCC-1 SINGLE LINE DIAGRAM.
3.
SEE DRAWING VFS-EPM-000-DWG-E-140 FOR PANEL SCHEDULE CIRCUIT ASSIGNMENTS.
4.
CURRENT TRANSFORMER METERING CABINET SHALL MEET OG&E UNDERGROUND STANDARD U765.
ELECTRICAL LOAD
SUMMARY
CONNECTED LOAD LOAD FACTOR DESIGN LOAD LARGEST KVA MOTOR 43.2 KVA 54 KVA REMAINING MOTORS 259.8 KVA 259.8 KVA GENERAL LOADS 78.7 KVA 78.7 KVA RECEPTACLES 14.2 KVA HVAC & HEATING 248.6 KVA LIGHTS 8.6 KVA X
X 1.25 1.25
=
=
=
=
=
12.1 KVA 185.9 KVA 10.8 KVA TOTAL DESIGN LOAD 601.3 KVA, 723.3 AMPS
=
SCALE: NOT TO SCALE WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM (NEC 220.60)
(NEC 220.44)
(NEC 215.2)
(NEC 430.24)
UTILITY FACILITY 12,400 12,300 11,900 12,100 10,900 1500 8900 1500 5300 11,100 10,200 8300 10,300 DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
MAIN GROUNDING ELECTRODE GROUND BAR NEUTRAL GROUND GROUND METAL WATER PIPE WITHIN 5 FT OF ENTRANCE GAS PIPE AND OTHER METAL PIPING SYSTEMS WATF GROUNDING DIAGRAM PAD-MOUNTED TRANSFORMER (WYE-WYE CONNECTION) 480Y/277 VOLT SERVICE ENTRANCE EQUIPMENT SWITCHBOARD SWBD-A GROUND BONDING CONDUCTOR (NOTE 6)
BONDING CONDUCTOR (NOTE 6)
GEC (NOTE 3)
BONDING JUMPER TYP (NOTE 4)
SEE NOTE 10 SEE NOTE 8 SEE NOTE 9 480 VOLT PANELBOARD PP-1 WATF BUILDING PAD EGC 480-208Y/120 VOLT TRANSFORMER XFMR-1 208Y/120 VOLT PANELBOARD LP-1 EGC GROUND NEUTRAL GROUND EGC GEC (NOTE 5)
GEC (NOTE 5)
TO EXTERIOR EQUIPMENT SEE NOTE 11 480 VOLT MOTOR CONTROL CENTER MCC-1 BACKUP GENERATOR NEUTRAL GROUND MINI POWER ZONE LP-2 480-120/240 VOLT MPZ TRANSFORMER 120/240 VOLT MPZ PANELBOARD EGC WATF BUILDING STRUCTURAL STEEL SEE NOTE 7 OR GROUND 480 VOLT PANELBOARD PP-2 EGC EGC GEC (NOTE 3)
MAIN BONDING JUMPER TYP (NOTE 4)
NEUTRAL GROUND MINI POWER ZONE LP-3 GROUND 480 VOLT PANELBOARD PP-3 EGC EGC 480-120/240 VOLT MPZ TRANSFORMER 120/240 VOLT MPZ PANELBOARD CONCRETE ENCASED GROUNDING ELECTRODE VFS-EPM-000-DWG-E-111 1
1 B
WESTERN AREA TREATMENT FACILITY GROUNDING DIAGRAM VFS-EPM-000-DWG-E-111 B
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
8.
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.
DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
E E
E E
E E
E E
E E
IS IS IS IS IS E
E E
E E
E VFS-EPM-000-DWG-E-112 1
1 E
DESIGN AUTHORITY S MOORE 08/04/22 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN VFS-EPM-000-DWG-E-112 E
1 1
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TREATMENT BUILDING SCALE:
ELECTRICAL SITE PLAN 1" = 10'-0" PAD MOUNT TRANSFORMER ELECTRICAL VAULT E-1 800A CT CABINET SECURITY FENCE 13.2 KV UTILITY SERVICE (BY OTHERS)
COMMUNICATIONS PULLBOX C-1 GENERAL NOTES:
1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
SEE DRAWING VFS-EPM-000-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.
PULL BOX FOR WELL FIELD INSTRUMENTATION THAT CONNECTS TO INJECTION SKID.
E E-130-2 D
E-130-2 DIESEL GENERATOR F
E-130-2 5'
30' 20' 10' 0'
1" = 10' SCALE FEET 4
4
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS IS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO VFS-EPM-000-DWG-E-113 1
1 E
WESTERN AREA TREATMENT FACILITY UNDERGROUND CONDUIT PLAN VFS-EPM-000-DWG-E-113 E
1 1
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TREATMENT BUILDING SCALE:
ELECTRICAL UNDERGROUND CONDUIT PLAN 1" = 10'-0" PAD MOUNT TRANSFORMER ELECTRICAL VAULT E-1 800A CT CABINET 13.2 KV UTILITY SERVICE (BY OTHERS)
COMMUNICATIONS PULLBOX C-1 GENERAL NOTES:
1.
SEE VFS-EPM-000-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.
DIESEL GENERATOR XFMR-1 LP-1 PP-1 MCC-1 SWBD-A LP-3 PP-3 LP-2 PP-2 PC104 PC105 3
E-130-4 PC102 CC102 PC111 CC101 PC101 TO PP-2 CC103 GROUND WATER INJECTION SKID CCP-2 2
E-130-3 1
E-130-3 5'
30' 20' 10' 0'
1" = 10' SCALE FEET COMM STUB-UP LOCATION PC109 PC118 PC113 PC114 HP-3 PC112 HP-1 TK-101 TO DATA ROOM BA1 EFFLUENT TANK PUMP ENCLOSURE (BY BMDC)
DESIGN AUTHORITY S MOORE 9/07/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS TK-105 TK-106 TK-102 (TANK BY BMCD)
VFS-EPM-000-DWG-E-114 1
3 E
WESTERN AREA TREATMENT FACILITY GROUNDING PLAN VFS-EPM-000-DWG-E-114 E
1 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
GENERAL NOTES:
SCALE: 1/8" = 1'-0" GROUNDING PLAN XFMR-1 ELECTRICAL ROOM LP-1 PP-1 MCC-1 SWBD-A LP-3 PP-3 LP-2 PP-2 MAIN GROUNDING ELECTRODE BAR REBAR BOND EVERY OTHER STEEL COLUMN TO GROUNDING ELECTRODE SYSTEM.
INSTALL MAIN GROUNDING ELECTRODE GROUND BAR IN APPROXIMATE LOCATION SHOWN. CONNECT TO GROUNDING ELECTRODE SYSTEM.
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.
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.
BOND LIGHTNING PROTECTION SYSTEM COUNTERPOISE TO GROUNDING ELECTRODE SYSTEM.
CONNECT LIGHTNING PROTECTION SYSTEM DOWN CONDUCTORS TO COUNTERPOISE. SEE SHEET E-118 FOR LIGHTNING PROTECTION SYSTEM AIR TERMINAL LAYOUT.
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.
6 7
8 9
8 7
6 9
0' 4'
8' 16' 24' SCALE FEET 1/8" = 1'-0" (TYP) 10 8
8 10 (TYP 5 PL)
B 3
A 3
TYP B
3 B
3 C
3 1
2 G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
12 13 14 14 13 6 PL 12 TYP 10 10 10 DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS 10
HIGH VOLTAGE GROUND RING, SEE NOTE 2
4/0 BARE STRANDED CONDUCTOR FROM TRANSFORMER TANK GROUND TO HIGH VOLTAGE GROUND RING GROUND ROD, 6 PL, SEE NOTE 3 3'-0" MIN PAD MOUNT TRANSFORMER TRANSFORMER PAD BOND FROM XO BUSHING OF TRANSFORMER SECONDARY TO SECONDARY GROUNDING ELECTRODE PER NEC 250.24.(A)(2) AND 250.66.
3'-0" MIN 20'-0" MIN 6'-0" MIN VFS-EPM-000-DWG-E-114 2
3 C
WESTERN AREA TREATMENT FACILITY ENLARGED GROUNDING PLAN VFS-EPM-000-DWG-E-114 C
2 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
NOTES SCALE: 3/4" = 1'-0" ENLARGED GROUNDING PLAN 1
1 4'
2' 1'
0' 3/4" = 1'-0" SCALE FEET DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
REBAR 3/8-16 THREAD WITH 1.00 EFF GROUND WIRE, #4/0 BARE STRANDED COPPER (SEE STRUCTURAL)
SCALE: 1/2" = 1'-0" SECTION A
1 REBAR GROUND WIRE, #4/0 BARE STRANDED COPPER (SEE STRUCTURAL)
SCALE: 1/2" = 1'-0" SECTION B
1 GROUND WIRE, BARE STRANDED COPPER REBAR
4/0 CU CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS (SEE STRUCTURAL)
SCALE: 1/2" = 1'-0" SECTION C
1
4/0 BARE STRANDED COPPER CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS REBAR
4/0 CU
4/0 BARE STRANDED COPPER BURNDY GROUNDING PLATE YGF294N OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS (TYPICAL)
EXTEND BEYOND SLAB EDGE PER PLAN DRAWING CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS REBAR
4/0 CU NON-METALLIC PROTECTIVE SLEEVE VFS-EPM-000-DWG-E-114 3
3 C
WESTERN AREA TREATMENT FACILITY GROUNDING DETAILS VFS-EPM-000-DWG-E-114 C
3 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C D
E F
G H
VFS-EPM-000-DWG-E-115 1
3 E
WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN VFS-EPM-000-DWG-E-115 E
1 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
REFER TO SINGLE LINE DIAGRAM VFS-EPM-000-DWG-E-110 FOR CONNECTION DETAILS.
HEAT TRACE CIRCUIT.
POWER FOR PUMP ENCLOSURE FREEZE PROTECTION HEATER.
GENERAL NOTES:
SCALE: 1/8" = 1'-0" POWER PLAN XFMR-1 LP-1 PP-1 MCC-1 SWBD-A 1
2 2
ENCL-102 TK-102 E-130-3 G
0' 4'
8' 16' 24" SCALE FEET 1/8" = 1'-0" 3
GROUND WATER INJECTION SKID CCP-2 HP-3 PP-1 CKT 2 TK-101 LP-1 CKT 19 3
3 PP-2 CKT 1 PP-2 CKT 13 LP-2 CKT 8 3
LP-2 CKT 10 4
4 P-102 LP-2 PP-2 DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
V FS-EPM-000-DWG-E-115 2
3 E
WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN VFS-EPM-000-DWG-E-115 E
2 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 C
E-130-1 XFMR-1 ELECTRICAL LP-1 PP-1 MCC-1 SWBD-A B
E-130-1 A
E-130-1 SCALE: 3/16"=1'-0" SHEET-1 1
ENLARGED POWER PLAN XFMR-1 SWBD-A CKT 2GL URANIUM IX TRAIN 1 DL-301 PP-3 CKT 13 LP-3 PP-3 PP-3 CKT 1 PP-3 CKT 7 P-301 P-303 PP-3 CKT 37 URANIUM IX BA1 TRAIN EWS TANKLESS WATER HEATER SCALE FEET 3/16 = 1'-0" 0'
2' 4'
8' 12' 16' SWBD-A CKT 2GR PP-3 CKT 14 SWBD-A CKT 2J SWBD-A CKT 2K FACP LP-1 CKT 24 F-102 LP-1 CKT 22 LP-1 CKT 20 F-101 LP-1 CKT 2 P-501A/B PP-3 CKT 8 RB-301 C-301 PP-3 CKT 2 LP-3 CKT 3 LP-3 CKT 5 CP-100 CP-150 LP-3 CKT 6 LP-3 CKT 8 P-121 P-122 PP-1 CKT 7 PP-1 CKT 1 PP-1 CKT 8 TK-104 TK-103 LP-1 CKT 21 HP-1 SWBD-A CKT 2FL E-130-4 J
TANKLESS WATER HEATER LP-1 CKT 35 LP-1 CKT 31 LP-1 CKT 29 LP-1 CKT 33 TANKLESS WATER HEATER TANKLESS WATER HEATER 2 PL DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
VFS-EPM-000-DWG-E-115 3
3 D
WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN VFS-EPM-000-DWG-E-115 D
3 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 3/16"=1'-0" SHEET-1 2
ENLARGED POWER PLAN SWBD-A CKT 2L PP-2 CKT 25 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
SCALE FEET 3/16 = 1'-0" 0'
2' 4'
8' 12' 16' LP-2 CKT 2 F-401 LP-2 CKT 6 LP-2 CKT 2 LP-2 PP-2 DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C D
E F
G H
GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI WP GFCI GFCI GFCI VFS-EPM-000-DWG-E-117 1
1 C
WESTERN AREA TREATMENT FACILITY RECEPTACLE PLAN VFS-EPM-000-DWG-E-117 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
INSTALL RECEPTACLES IN APPROXIMATE LOCATIONS SHOWN.
3.
MOUNT RECEPTACLES AT 16" AFF TO BOTTOM OF RECEPTACLE UNLESS OTHERWISE NOTED.
INSTALL RECEPTACLE ON TOP OF MEZZANINE.
INSTALL 5' LONG MULTI-OUTLET ASSEMBLY AT 48" AFF FOR WORKBENCH, 2 PLACES.
INSTALL RECEPTACLE IN FLOOR WITH SINGLE GANG FLOOR KIT.
INSTALL GFCI RECEPTACLES ABOVE COUNTERTOP.
GENERAL NOTES:
4 SCALE: 1/8" = 1'-0" RECEPTACLE PLAN 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" LP-1 CKT 9 LP-1 CKT 11 LP-1 CKT 13 LP-1 CKT 10 LP-1 CKT 16 LP-1 CKT 15 LP-1 CKT 17 LP-3 CKT 1 4
LP-2 CKT 9 LP-2 CKT 7 5
5 6
20A LP-1 CKT 8 LP-1 CKT 18 7
7 6
LP-1 CKT 14 LP-1 CKT 12 LP-1 CKT 32 LP-1 CKT 30 20A 20A DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
3 (100' REF)
(40' REF)
(20' MAX) TYP (20' MAX) TYP 3
3 3
4 3
(50' MAX) TYP 5
TYP 3
VFS-EPM-000-DWG-E-118 1
1 B
WESTERN AREA TREATMENT FACILITY LIGHTNING PROTECTION PLAN VFS-EPM-000-DWG-E-118 B
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
INSTALL #2 AWG COPPER DOWN CONDUCTOR AND BOND TO COUNTERPOISE. ALL TELECOMMUNICATION CONDUIT/WIRE SHALL MAINTAIN 6'-0" MINIMUM CLEARANCE FROM LIGHTNING PROTECTION DOWN CONDUCTORS.
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.
GENERAL NOTES:
SCALE: 1/8" = 1'-0" LIGHTNING PROTECTION PLAN 3
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
4 G
G G
COUNTERPOISE 5
0' 4'
8' 16' 24" SCALE FEET 1/8" = 1'-0" DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C D
E F
G H
F F
F F
F F
F C
C-E C
C C
C C
C C
C C
C D
C C
C C
C-E C-E C-E C-E C-E C
C C
C C
C C
C-E C-E C-E VFS-EPM-000-DWG-E-120 1
2 D
WESTERN AREA TREATMENT FACILITY LIGHTING PLAN VFS-EPM-000-DWG-E-120 D
1 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
INSTALL EXTERIOR LIGHTS IN LOCATIONS SHOWN AT 8' ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED.
3.
PROVIDE UNSWITCHED POWER TO EMERGENCY LIGHT FIXTURE BALLASTS.
4.
MOUNT LIGHTS IN ELECTRICAL ROOM AT 14' AFF.
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 12' ABOVE FINISHED GRADE.
GENERAL NOTES:
8 SCALE: 1/8" = 1'-0" LIGHTING PLAN 8
G G
G G
G G
G S3 S
S S
S S
S S
S S
S3 S3 S3 S3 S
1 2
LP-1 CKT 1 LP-1 CKT 1 LP-1 CKT 1 LP-1 CKT 3 LP-2 CKT 1 LP-2 CKT 1 LP-2 CKT 3 LP-2 CKT 3 LUMINAIRE SCHEDULE TYPE A
LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL LUMENS, 4000K COLOR DESCRIPTION INPUT VOLTAGE UNIVERSAL 120-277 VAC INPUT WATTS 29.8W MANUFACTURER/MODEL NO.
LITHONIA LIGHTING MSL4000LM SBL MVOLT GZ10 40K 80CRI WH A-E 29.8W G
WALL MOUNTED EXIT SIGN, WITH BATTERY BACKUP UNIVERSAL 120-277 VAC 41W LITHONIA LBL4 40L EZ1 LP840 H
CEILING MOUNTED EXIT SIGN, WITH BATTERY BACKUP UNIVERSAL 120-277 VAC 41W LITHONIA LBL4 40L EZ1 LP840 G
LP-2 CKT 1 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" G
H UNIVERSAL 120-277 VAC C
131W HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC LITHONIA LIGHTING JHBL 18000LM ACL WD 120 GZ10 40K 90CRI C-E 131W HIGH BAY, LED, 18000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK 120 VAC LITHONIA LIGHTING JHBL 18000LM ACL WD 120 GZ10 40K 90CRI E15WCPFMC D
83W HIGH BAY, LED, 12000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC LITHONIA LIGHTING JHBL 12000LM ACL WD 120 GZ10 40K 90CRI E
185W HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, NARROW DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX 120 VAC LITHONIA LIGHTING JHBL 24000LM ACL ND 120 GZ10 40K 90CRI E-E 185W HIGH BAY, LED, 24000 NOMINAL LUMENS, CLEAR ACRYLIC, WIDE DISTRIBUTION, 4000K COLOR TEMPERATURE, 90 CRI COLOR RENDERING INDEX, 15 W CONSTANT BATTERY PACK 120 VAC LITHONIA LIGHTING JHBL 24000LM ACL ND 120 GZ10 40K 90CRI E15WCPFMC F
8.4W WALL MOUNT, LED, 4000K COLOR TEMPERATURE, BUTTON PHOTOCELL UNIVERSAL 120-277 VAC LITHONIA LIGHTING LIL LED 40K MVOLT PE DDBTXD LED LOW BAY SUSPENDED LUMINAIRE, 4000 NOMINAL LUMENS, 4000K COLOR, 10 WATT CONSTANT BATTERY PACK LITHONIA LIGHTING MSL4000LM SBL MVOLT GZ10 40K 80CRI WH E10WLCP B
2' X 4' LED RECESSED TROFFER, 3000 NOMINAL LUMENS,
19 PATTERN ACRYLIC LENS, 4000K COLOR UNIVERSAL 120-277 VAC 23.3W LITHONIA LIGHTING G2TL430L A19 EZ1 LP840 B-E 23.3W UNIVERSAL 120-277 VAC 2' X 4' LED RECESSED TROFFER, 3000 NOMINAL LUMENS,
19 PATTERN ACRYLIC LENS, 4000K COLOR, 10 WATT CONSTANT BATTERY PACK LITHONIA LIGHTING G2TL430L A19 EZ1 LP840 E10WLCP LP-1 CKT 3 F
F F
S3 S
A A-E A
A B
B B
B B
B B
B B
B B
B B
B B
B-E B
B-E B
B B
B B
B B
B B
B B
B B
B B
B B
B B
B-E B-E LP-2 CKT 3 DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-E-120 2
2 D
WESTERN AREA TREATMENT FACILITY LIGHTING PLAN VFS-EPM-000-DWG-E-120 D
2 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
FOR GENERAL NOTES AND LUMINAIRE TYPES, SEE SHEET 1.
NOTES:
SCALE: 1/4" = 1'-0" ENLARGED LIGHTING PLAN 1
1 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 5 S3 S3 S3 S
S S3 S
S S
S S
SS S
LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 7 S3 LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 5 SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12' G
H F
F F
G G
A A-E A
A S
S3 S
S B
B B
B B
B B
B B
B B-E B
B-E B
B B
B B
B B
B B
B B
B B
B B
B-E B
B B
B B
B B-E B
B B
LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 7 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 5 LP-1 CKT 7 DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
SCALE:
SWITCHBOARD FLOOR MOUNTING SECTION A
NONE FRONT FLOOR HOUSEKEEPING PAD (3'-2")
6" MIN (TYP)
(1) 1/2" HILTI CS KB-TZ ANCHOR W/ MIN. 3 1/4" EMBEDMENT, TYP 3/4" CHAMFER, TYP ALL AROUND EXTERIOR ELECTRICAL ROOM WALL E-115-2 3"
4" 6" MIN (TYP)
(1) 1/2" HILTI CS KB-TZ ANCHOR W/ MIN. 3 1/4" EMBEDMENT, TYP 3/4" CHAMFER, TYP ALL AROUND SCALE:
MCC FLOOR MOUNTING SECTION B
NONE FRONT (1'-8")
EXTERIOR WALL FLOOR E-115-2 3"
4" 75 KVA TRANSFORMER (1) 1/2" HILTI CS KB-TZ ANCHOR W/ MIN.
3 1/4" EMBEDMENT, (4 REQUIRED)
FRONT VIEW SIDE VIEW 2 1/8" TYP L3"X2"X1/4" 6"
SCALE:
TRANSFORMER MOUNTING C
NONE FLOOR EXTERIOR ELECTRICAL ROOM WALL E-115-2 VFS-EPM-000-DWG-E-130 1
4 C
WESTERN AREAT TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-000-DWG-E-130 C
1 4
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
FOR LEGEND, NOTES AND ABBREVIATIONS SEE VFS-EPM-000-DWG-E-101.
2.
EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS USING THE APPROPRIATE HARDWARE.
GENERAL NOTES:
DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
SECONDARY CONDUCTORS AND NEUTRAL, SEE NOTE 2 THWN INSULATED CONDUCTOR TO GROUND ROD LOCATED A MINIMUM OF 20'-0" FROM TRANSFORMER GROUND GRID XFMR TANK GROUND LUG
4/0 BARE STRANDED COPPER TO HIGH VOLTAGE GROUND GRID 18 kV ELBOW ARRESTERS, TYP PAD MOUNTED TRANSFORMER 200A, 15kV LOADBREAK ELBOW CONNECTORS WITH TEST POINT, TYP 15kV CABLES, SEE NOTE 3 UTILITY CONDUITS FROM POWER POLE (BY OTHERS)
PAD MOUNTED TRANSFORMER
4/0 BARE STRANDED TANK GROUND LUG COPPER TO THE TRANSFORMER UTILITY VAULT LOCKING STEEL COVER, OLDCASTLE 57-T332P OR EQUAL CLAMP TO GRATE AND HINGE WITH UL LISTED GROUND CONNECTOR SIMILAR TO BURNDY TYPE GBM HIGH VOLTAGE GROUND GRID TRANSFORMER PAD, OLDCASTLE MODEL PAD-8484 OR EQUAL THWN INSULATED CONDUCTOR FROM THE TRANSFORMER XO (NEUTRAL) BUSHING TO SECONDARY GROUND ELECTRICAL VAULT BASE, OLDCASTLE 575-BL OR EQUAL TO SECONDARY GROUNDING ELECTRODE SCALE:
ELEVATION F
1 1/2" = 1'-0" E-112-1 SIDE VIEW FRONT VIEW TRANSFORMER RATED METER BASE FURNISHED BY O.G.&E.
METER FURNISHED BY O.G.&E.
CURRENT TRANSFORMER ENCLOSURE FURNISHED BY O.G.&E.
UNISTRUT RACK 5'-0" SWBD-A TO UTILITY TRANSFORMER 1 INCH CONDUIT 2'-6" 7 1/2" 3 INCH CONDUIT 18" RADUIS SWEEP 3 INCH CONDUIT 7 1/2" (3) 3 INCH LB (3) 3 INCH CONDUITS VFS-EPM-000-DWG-E-130 2
4 C
WESTERN AREAT TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-000-DWG-E-130 C
2 4
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE DRAWING VFS-EPM-000-DWG-E-114 SHEET 2 FOR TRANSFORMER GROUNDING DETAILS.
2.
SEE SINGLE LINE DIAGRAM FOR CONDUCTOR SIZES.
3.
UTILITY CONNECTIONS PROVIDED BY OTHERS.
4.
SECURE UNISTRUT RACK TO CONCRETE FOUNDATION OR PAD.
NOTES:
SCALE:
SECTION D
1" = 1'-0" E-112-1 SCALE:
SECTION E
1" = 1'-0" E-112-1 DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
SECTION 1 SECTION 2 SECTION 3 SECTION 4 2A 2C 2E 2G 2J 2L 3A 3E 3J 4A 4C 4G 4J 4L 1A 1B 1F 1K MAIN LUGS 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP GE-WAA-02 PUMP 1.5 HP 7A MCP GE-WAA-03 PUMP 3C 3G 3L 1.5 HP 7A MCP GE-WAA-04 PUMP 1.5 HP 7A MCP GE-WAA-05 PUMP 4E 1.5 HP 7A MCP SPARE 1D 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1H 5A 5C 5G 5J 5L 5E SPACE SECTION 5 SPACE SPACE SPACE SPACE SPACE 15A CB CPP-3 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP SPARE 1.5 HP 7A MCP GETR-WU-01A PUMP SPACE SPACE SPACE SPACE SPACE SPACE 4'-10" 7'-2" 7 1/2" 7 1/2" 4'-0" 4'-0" 7 1/2" 7 1/2" VFS-EPM-000-DWG-E-130 3
4 B
WESTERN AREAT TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-000-DWG-E-130 B
3 4
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
SCALE:
E-115-1 NORTH SOUTH WEST EAST SCALE:
E-113-1 TRANSFORMER VAULT DETAIL 2
1/2" = 1'-0" UTILITY CONDUIT BY OTHERS 3" CONDUITS SOUTH NORTH WEST EAST SCALE:
E-113-1 ELECTRICAL VAULT E-1 DETAIL 1
3/4" = 1'-0" 2" CONDUITS MCC-1 ELEVATION G
NONE PLAN VIEW FOLD OUT PLAN VIEW FOLD OUT 1" CONDUIT FLOW METER POWER DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
HOUSEKEEPING PAD DETAIL 3
1" = 1'-0" SCALE:
E-113-1 HOUSEKEEPING PAD DETAIL H
1" = 1'-0" SCALE:
HOUSEKEEPING PAD FINISHED FLOOR INSULATED BUSHING, TYP 8 PL 2" RMC 90° 18" RADIUS SWEEP, TYP 8 PL 2 1/2" RMC 90° STANDARD RADIUS SWEEP 8'-5" 2'-10" 4"
4" 7'-8" 8'-10" 4"
(8")
1'-6" 2'-0" 7 1/2" 7 1/2" (46.75")
3" RMC 90° 18" RADIUS SWEEP, TYP 4 PL INSULATED BUSHING, TYP 4 PL 1" RMC 90° 18" RADIUS SWEEP MAIN 800AF 1F 2J SECTION 1 SECTION 2 SECTION 3 250A 250A GEN 800AF 2GL 2GR 2HL 2HR 250A 150A 2K 2L 400A 400A 400A 3F 250A 2FL 2FR 250A 2EL 30A VFS-EPM-000-DWG-E-130 4
4 B
WESTERN AREAT TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS VFS-EPM-000-DWG-E-130 B
4 4
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
CONDUIT EXCLUSION ZONE 1
2 3
4 5
FRONT HOUSEKEEPING PAD TREATMENT BUILDING WALL PC111 2" PVC CONDUIT, TYP TO ELECTRICAL VAULT E-1 3'-8" 1'-2" MCC-1 1'-0" 8"
3" 3"
7" 2'-2" H
PC102 3" PVC POWER CONDUIT, TYP TO DIESEL GENERATOR SCALE:
E-115-2 SWBD-A ELEVATION J
NONE CC102 1" PVC CONTROL SIGNAL CONDUIT PC103 HOUSEKEEPING PAD SWBD-1 FRONT DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C D
E F
G H
VFS-EPM-000-DWG-G-100 1
1 F
DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS ENGINEER J WILSON VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY GENERAL ARRANGEMENT VFS-EPM-000-DWG-G-100 F
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1'-0" GENERAL ARRANGEMENT PLASTIC JERSEY BARRIER, 6 FT, TYP.
PLASTIC JERSEY BARRIER, 8 FT, TYP.
THE LOCATION OF THE BACKWASH WATER TANK IS TBD. THE FINAL LOCATION WILL BE DETERMINED DURING FINAL DESIGN.
GENERAL NOTES:
1 2
BA1 EFFLUENT PUMP PAD TK-101 INFLUENT TANK TK-102 EFFLUENT TANK TK-106 BACKWASH WATER TANK 3
0' 4'
8' 16' 24" SCALE FEET 1/8" = 1'-0" MUTI-MEDIA FILTER SKID 2 PL (10')
(4'-5")
1 2
2 (1')
(10')
(24')
2 3
TK-103 TK-104 URANIUM IX WA TRAIN URANIUM IX BA1 TRAIN TK-303 TK-302 HPR-302 INERT HOPPER C-301 CENTRIFUGE HPR-301 DURA FOLD HEATED ENCLOSURE TK-105 BA1 INFLUENT TANK
N4 N5 N3 N6 N1 N2 41'-9" 5'-4 3/4" 8'-4" 7'-10 3/8" (22'-0 1/2")
4"-GW-11501-AS01-HT&I 4"-GW-11502-AS01-HT&I 40'-3 5/8" D
C VFS-EPM-000-DWG-G-105 1
1 C
DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING PLAN VFS-EPM-000-DWG-G-105 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:
INFLUENT HANDLING PLAN 1/2" = 1'-0" TK-101 INFLUENT TANK 12000 GALLONS 1.
NOZZLE LOCATIONS SHOWN ON TANK TK-101 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
2.
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.
GENERAL NOTES:
V-100 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET MOV-101 LIT-101 LDI-101 A
G-106-1 B
G-106-2 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
LSH-101 CONNECTION POINT TO WA EXTRACTION LINE (BY BMCD)
FLEXIBLE PIPE FITTING BA1 EFFLUENT TANK (BY BMCD)
N4 N5 N3 24" MANWAY Level 1 0' - 0" Level 2 20' - 0" 1
4"-GW-11502-AS01-HT&I N2 1'-4" VFS-EPM-000-DWG-G-106 1
2 C
DESIGN AUTHORITY S MOORE 10/17/21 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING VFS-EPM-000-DWG-G-106 C
1 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TK-101 INFLUENT TANK 12000 GALLONS 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET LSH-101 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
SCALE: 1/2" = 1'-0" INFLUENT HANDLING ELEVATION A
G-105-1 GRADE 1.
NOZZLE LOCATIONS SHOWN ON TANK TK-101 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
INTERFACE FLANGE TO BE 12" ABOVE GRADE, CENTER CONNECTION POINT PIPE IN 18" 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.
GENERAL NOTES:
V-100 LIT-101 CONNECTION POINT TO WA EXTRACTION LINE (BY BMCD) 2 2
N3 N5 24" MANWAY Level 1 0' - 0" Level 2 20' - 0" N4 4"-GW-11502-AS01-HT&I 4"-GW-11501-AS01-HT&I N1 N2 1'-0" VFS-EPM-000-DWG-G-106 2
2 C
DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING VFS-EPM-000-DWG-G-106 C
2 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TK-101 INFLUENT TANK 12000 GALLONS 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET LIT-101 V-100 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
SCALE: 1/2" = 1'-0" INFLUENT HANDLING ELEVATION B
G-105-1 MOV-101 (FUTURE)
SYSTEM BYPASS GRADE LSH-101 CONNECTION POINT TO WA EXTRACTION LINE (BY BMCD) 1.
SEE SHEET 1 FOR GENERAL NOTES.
NOTES:
30'-10 1/8" 4"-FW-11547-AS01-HT&I 4"-FW-11548-AS01-HT&I 4"-FW-11548-AS01-HT&I 2"-FW-11549-AS01-HT&I 3'-9 1/2" (12'-1 3/4")
7'-9 5/8" 10'-10 5/8" 3'-4 1/8" 11'-11 7/8" (2'-1 1/4")
5'-4 3/4" N1 N5 N3 N4 N2 8'-10 3/8" (38'-10 1/2")
VFS-EPM-000-DWG-G-130 1
1 C
WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING PLAN VFS-EPM-000-DWG-G-130 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:
EFFLUENT HANDLING PLAN 1/2" = 1'-0" TK-102 EFFLUENT TANK 12000 GALLONS 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.
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.
GENERAL NOTES:
V-303 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET P-102 V-302 V-307 FIT-302 FCV-302 V-306 V-301 V-305 LIT-102 DURA FOLD HEATED ENCLOSURE 1
1 B
G-131-2 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
CONNECTION POINT TO WA TREATMENT DISCHARGE PIPE (BY BMCD)
BMCD VNSFS PRV-302 DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS A
G-131-1
Level 1 0' - 0" Level 2 20' - 0" N4 N3 N5 N1 1'-2 3/8" 24" MANWAY VFS-EPM-000-DWG-G-131 1
2 C
DESIGN AUTHORITY BM EKAR 08/18/2022 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING VFS-EPM-000-DWG-G-131 C
1 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TK-102 EFFLUENT TANK 12000 GALLONS 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET P-102 LIT-102 V-303 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
SCALE: 1/2" = 1'-0" EFFLUENT HANDLING ELEVATION A
G-130-1 DURA FOLD HEATED ENCLOSURE V-302 V-301 V-307 FIT-302 FCV-302 GRADE 1.
NOZZLE LOCATIONS SHOWN ON TANK TK-102 ARE FOR INFORMATION ONLY, ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
2.
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.
GENERAL NOTES:
2"-FW-11549-AS01-HT&I 4"-FW-11547-AS01-HT&I
Level 1 0' - 0" Level 2 20' - 0" N4 N3 24" MANWAY VFS-EPM-000-DWG-G-131 2
2 C
DESIGN AUTHORITY S MOORE 08/18/2021 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING VFS-EPM-000-DWG-G-131 C
2 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 TK-102 EFFLUENT TANK 12000 GALLONS 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET P-102 LIT-102 V-303 (INSULATION AND HEAT TRACE NOT SHOWN FOR CLARITY)
SCALE: 1/2" = 1'-0" EFFLUENT HANDLING ELEVATION B
G-130-1 DURA FOLD HEATED ENCLOSURE V-306 V-307 FIT-302 FCV-302 GRADE V-301 1.
SEE SHEET 1 FOR GENERAL NOTES.
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.
NOTES:
CONNECTION POINT TO WA TREATMENT DISCHARGE PIPE (BY BMCD) 2 PRV-302 2
1 2
3 4
5 6
A B
C E
F G
H VFS-EPM-000-DWG-J-110 1
1 E
WESTERN AREA TREATMENT FACILITY INSTRUMENTATION AND CONTROL PLAN VFS-EPM-000-DWG-J-110 E
1 1
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
SEE VFS-EPM-000-DWG-J-115 FOR REQUIRED CONTROL SYSTEM INTERCONNECTIONS.
3.
FIELD ROUTE CAT-6 ETHERNET CABLE FROM CONTROL PANELS TO DATA ROOM SCADA RACK AND FROM SCADA RACK TO CONTROL SYSTEM WORKSTATION COMPUTERS.
EQUIPMENT RACK CONTAINING CONTROL SYSTEM PLC'S, ETHERNET SWITCHES, MEDIA CONVERTERS, PATCH PANELS, AND UPS.
CABINET FOR LOCAL AREA NETWORK SERVER, ROUTERS, AND UPS.
LOCATION FOR COMPUTER WORKSTATIONS FED BY DESKTOP UPS UNITS.
GENERAL NOTES:
5 SCALE: 1/8" = 1'-0" INSTRUMENTATION AND CONTROL PLAN 6
CONTROL PANEL CP-150 URANIUM IX BA1 TRAIN URANIUM IX TRAIN 1 CONTROL PANEL CP-300 CONTROL ROOM RM 106 6
4 5
LAN DATA SERVER CONTROL PANEL CP-100 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" DATA ROOM CONTROL SYSTEM WORKSTATIONS 4
SCADA RACK DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
TREATMENT BUILDING 115' X 140' VFS-EPM-000-DWG-J-111 1
1 D
WESTERN AREA TREATMENT FACILITY SITE SECURITY PLAN VFS-EPM-000-DWG-J-111 D
1 1
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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).
Feet 0
20 40 SCALE:
SECURITY SITE PLAN 1" = 20'-0" SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM.
C-XX 01 AFG ABOVE FINISHED GRADE CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION SECTION 282000)
FIXED DOME CAMERA - POLE MOUNTED CARD READER - PEDESTAL MOUNTED ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX DOOR POSITION SWITCH SYMBOLS LEGEND:
C-09 03 14' - 0 " AFG DESIGN AUTHORITY S MOORE 08/18/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C E
F G
H VFS-EPM-000-DWG-J-112 1
1 C
WESTERN AREA TREATMENT FACILITY BUILDING SECURITY PLAN VFS-EPM-000-DWG-J-112 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1'-0" BUILDING SECURITY PLAN 1.
ACCESS CONTROL SYSTEM SERVER TO BE INSTALLED IN DATA ROOM. SECURITY SYSTEM, CCTV CONTROLLER, AND MONITORS TO BE INSTALLED IN THE CONTROL ROOM.
GENERAL NOTES:
CONTROL ROOM C-XX 01 AFG AFF ABOVE FINISHED GRADE ABOVE FINISHED FLOOR CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION SECTION 282000)
FIXED DOME CAMERA - WALL MOUNTED FIXED DOME CAMERA - CEILING MOUNTED CARD READER - WALL MOUNTED ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX DOOR POSITION SWITCH SYMBOLS LEGEND:
C-05 02 15' - 0" AFG C-06 02 15' - 0" AFG C-07 02 15' - 0" AFG VEHICLE GATE CAMERA C-08 05 15' - 0" AFG SECURE STORAGE OVERHEAD DOOR C-16 01 C-04 02 15' - 0" AFG C-03 02 15' - 0" AFG PEDESTRIAN GATE CAMERA C-15 04 12' - 0" AFF C-11 04 12' - 0" AFF C-10 04 15' - 0" AFF C-12 04 12' - 0" AFF C-21 02 15' - 0" AFG C-02 02 15' - 0" AFG VEHICLE GATE CAMERA C-01 02 15' - 0" AFG C-14 04 12' - 0" AFF RESIN PROCESSING AREA UIX PROCESS SKIDS C-13 04 15' - 0" AFF 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" DATA ROOM DESIGN AUTHORITY S MOORE 10/13/21 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
ETHERNET SWITCH TREATMENT SYSTEM PLC-100 16 15 14 13 12 11 10 9
8 7
6 5
4 3
2 1
LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT LNK ACT 1794 FLEX I/O MODULES COMPUTER WORKSTATIONS URANIUM IX TRAIN 1 SKID URANIUM IX BA1 TRAIN SKID PACKAGED SYSTEMS PROCESS SOLIDS HANDLING AREA FIBER OPTIC TO ETHERNET MEDIA CONVERTER FIBER OPTIC TO ETHERNET MEDIA CONVERTER BURIAL AREA #1 FEED PUMP &
INJECTION SYSTEM WESTERN AREA TREATMENT FACILITY WA INJECTION SYSTEM ENCLOSURE CPP-2 (BMCD)
HMI DISPLAYS 2
1 3
4 ETHERNET SWITCH HMI TOUCHSCREEN DISPLAY FIBER OPTIC PATCH PANEL WELL FIELD PLC CPP-1 (BMCD)
WAA REMOTE PLC CABINET CPP-3 (BMCD) 1769-IQ16 1769-OF4CI OUTPUT 1769-OW16 1769-OF4CI FEED PUMP & INJECTION SYSTEM ENCLOSURE CPP-4 (BMCD)
FIBER OPTIC PATCH PANEL MCC-1 WELL FIELD INSTRUMENTS (BMCD)
COMPACTLOGIX 5380 CONTROLLER CP-100 1794 FLEX I/O MODULES 2
1 3
4 ETHERNET SWITCH CP-150 1794 FLEX I/O MODULES 2
1 3
4 ETHERNET SWITCH CP-300 ANALOG AND DIGITAL I/O ANALOG AND DIGITAL I/O ANALOG AND DIGITAL I/O MICROLOGIX 1200 PLC 2
1 3
4 ETHERNET SWITCH CP-200 ANALOG AND DIGITAL I/O 1769-IQ16 1769-OF4CI OUTPUT 1769-OW16 1769-OF4CI CONTROL SIGNAL CONTROL SIGNALS DEMARC COMMUNICATIONS PULLBOX C-1 1769-IQ16 1769-OF4CI OUTPUT 1769-OW16 1769-OF4CI CONTROL ROOM DATA ROOM COMM PULLBOX C-2 PULLBOX C-1 VFS-EPM-000-DWG-J-115 1
1 H
INSTRUMENTATION AND CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM VFS-EPM-000-DWG-J-115 H
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
2.
ETHERNET CABLE RUNS LENGTHS SHALL NOT EXCEED 328 FEET. FOR LONGER RUNS, UTILIZE FIBER OPTIC CABLE WITH MEDIA CONVERTERS.
3.
SEE BMCD-GWREMED-E109 AND BMCD-GWREMED-E110 FOR WELL FIELD AND INJECTION SYSTEMS COMMUNICATION SYSTEM ARCHITECTURE.
GENERAL NOTES:
CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM LEGEND ANALOG ETHERNET FIBER DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1 2
3 4
5 6
A B
C D
E F
G H
VFS-EPM-000-DWG-M-100 1
1 E
DESIGN AUTHORITY J PIERCE 08/19/2022 VNSFS ENGINEER N HERTELENDY VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY MECHANICAL PLAN VFS-EPM-000-DWG-M-100 E
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1'-0" MECHANICAL PLAN FOR DOMESTIC WATER PLUMBING SEE DRAWING VFS-EPM-000-DWG-P-100 AND VFS-EPM-000-DWG-P-500.
HEAT PUMP, CARRIER SERIES 50TCQ-17-24-03PD, 20 TON UNIT.
FAN, 12" AXIAL DIRECT DRIVE, DAYTON MODEL DR12HFA.
FAN, 24" TPI MODEL CE 24-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.
NOT USED.
LOUVER, 36" x 36", GRAINGER MODEL 3HHN9.
HEAT PUMP, CARRIER 50TC SERIES, 5 TON UNIT.
TANKLESS WATER HEATER, BRADLEY CLE SERIES.
GENERAL NOTES:
1.
3 2
5 5
6 7
7 2
10 11 9
9 9
4 4
3 4
5 6
7 8
9 10 11 F-401 F-102 F-101 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" 9
1 2
3 4
5 6
A B
C D
E F
G H
1 2
3 4
5 6
A B
C D
E F
G H
VFS-EPM-000-DWG-P-100 1
1 E
DESIGN AUTHORITY S MOORE 09/12/2022 VNSFS ENGINEER J WILSON VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER B GARRETT VNSFS PROJECT MANANGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR VFS-EPM-000-DWG-P-100 E
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1'-0" PLAN NOT USED.
GENERAL NOTES:
3 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" LEGEND DOMESTIC WATER LINE SANITARY SEWER LINE PIPE RISER UP PIPE DOWN PIPE DOWN WITH HOSE CONNECTION HOSE CONNECTION POINT MOUNT TO VERTICAL STEEL, TYP 2
RUN WATER MAIN LINE THROUGH WALL. ROUTING AND DROP LOCATIONS TO BE DETERMINED BASED ON EQUIPMENT AND PROCESS NEEDS.
2 TK-302 OR POTW PIPE 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.
2" SVW PIPE 1 1/4" POTW PIPE 2" SVW PIPE ABBREVIATIONS POTW - POTABLE WATER SVW - SERVICE WATER HPR-301 P-305 P-302 POTW PIPE 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.
POTABLE WATER LINE HPR-301
V-501 V-505 V-514 V-534 V-533 POTABLE WATER 2"
3" PVC 3"
PVC OFFICE BATHROOM FIXTURES (SINK/ TOILET) 15 GAL DAY SITE SEPTIC SYSTEM (BMCD)
VALVE (BURNS & MCDONNELL)
DOMESTIC WATER SUPPLY (BY OTHERS)
WATF DOMESTIC WATER CONNECTION VALVE VAULT WATF BUILDING OFFICE SPACE V-529 V-530 V-531 SERVICE WATER V-507 V-510 110 GAL V-509 TANKLESS WATER HEATER 18kW 3Ø 480V/22A V-506 WATF BUILDING AREA WATF BUILDING PROCESS AREA 1 1/4" PI 505 PI 504 2"
PI 506 P125 SHEET 1 ZONE E8 TO SPENT RESIN HANDLING P-115 SHEET 4 ZONE B6 TO URANIUM IX TREATMENT P-115 SHEET 2 ZONE B6 TO URANIUM IX TREATMENT 2"
2 1/2" X 2" 2 1/2" X 2" PI 501 PI 503 V-504 2 1/2" X 3/4" 2 1/2" X 3/4" 2" X 1 1/4" 2" X 1 1/4" 1 1/4" X 3/4" LO LO LO LO LO 1 1/4" X 3/4" FM FLOW METER (BURNS & MCDONNELL)
P-501/P-502 GRUNDFOS HYDRO MULTI-B/E 2 CME 10-3, 5 HP PUMPS INITIAL SETTING 80 PSIG, DETERMINE SETTING DURING STARTUP TESTING.
INITIAL SETTING 35% OPEN, DETERMINE SETTING TO MAINTAIN A PUMP RUNNING DURING STARTUP TESTING.
INITIAL SETTING 45 PSIG, DETERMINE SETTING DURING STARTUP TESTING.
WOODFORD FREEZELESS UNDERCOVER WALL HYDRANT MODEL 68.
SMITH-COOPER INTERNATIONAL BRASS NO-KINK HOSE BIBB, MODEL 01901681L (3/4" FIP), OR MODEL 01901691L (3/4" MIP) OR EQUIVALENT LEAD FREE NSF 61. INSTALL LEAD FREE HOSE END VACUUM BREAKER (SMITH-COOPER INTERNATIONAL MODEL 0190167IIL OR EQUIVALENT).
WATTS 909AGF AIR GAP DISCHARGE OUTSIDE.
INITIAL SETTING 70 PSIG.
1 2
3 5
1 2
3 4
5 GENERAL NOTES 1 1/4" X 3/4" FCV-501 V-503 V-502 BFP-001 WATTS LF-009-NRS-S-FDA 3 BFP-002 WATTS LF-009-NRS-S-FDA 3 2"
2" 2"
BFP-003 WATTS LFU-009-M2-QT-S 2 BFP-004 WATTS LFU-009-M2-QT-S 2 6
6 6
6 6
BFP-001 BFP-002 BFP-003 BFP-004 P-501 PCV-502 3/4" X 1/2" V-508 110 GAL 1 1/4" LO 3/4" X 1/2" 5
5 5
7 CV-502 CV-501 PI 502 3" X 2 1/2" PCV-501 7
V-515 V-516 V-517 V-518 1 1/4" X 3/4" V-519 V-520 V-521 V-522 V-523 V-524 1 1/4" CPVC SCH 80 1 1/4" CPVC SCH 80 2" CPVC SCH 80 2 1/2" CPVC SCH 80 2" PVC SCH 80 2 1/2" CPVC SCH 80 2 1/2" CPVC SCH 80 3/4" CPVC SCH 80 1 1/4" CPVC SCH 80 3" CPVC SCH 80 2" CPVC SCH 80 1/2" 1/2" 3/4" CPVC SCH 80 3/4" COPPER 3/4" COPPER EYE / FACE WASH EYE / FACE WASH P-502 4
VFS-EPM-000-DWG-P-500 1
1 E
DESIGN AUTHORITY V DAVISON 10/20/21 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY P&ID DOMESTIC WATER VFS-EPM-000-DWG-P-500 E
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352
VFS-EPM-000-DWG-S-101 1
2 B
DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-S-101 B
1 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.
2.
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
3.
ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
4.
ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR ELEVATION, ASSIGNED THE DATUM 0'-0".
5.
THE DIMENSIONS, LOCATIONS, AND ELEVATIONS OF ANY EXISTING STRUCTURES WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW.
6.
PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
7.
THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE STANDARD DETAIL FROM THOSE PROVIDED.
8.
PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.
9.
FOUNDATION DESIGN REACTIONS AND FINAL COLUMN LOCATIONS ARE BASED UPON PRE-ENGINEERED METAL BUILDING CALCULATIONS. ALL BUILDING MODIFICATIONS PRIOR TO CONSTRUCTION MUST BE REVIEWED BY MANUFACTURER AND ENGINEER OF RECORD.
10.
CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR.
11.
DESIGN CRITERIA (PER 2018 IBC AND ASCE 7-16)
VERTICAL LOADS:
SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS, UNIFORM LIVE LOADS, UNIFORM SNOW LOADS, DRIFT SNOW LOADS, AND COMPONENT WIND UPLIFT LOADS.
A.
DEAD LOADS:
ROOF (FLAT) 10 PSF + FRAMING WEIGHT COLLATERAL 10 PSF B.
LIVE LOADS (IBC 1607):
ROOF LIVE LOAD 20 PSF MEZZANINE 60 PSF C.
SNOW LOADS (IBC 1608):
GROUND SNOW LOAD Pg=15 PSF UNIFORM ROOF SNOW LOAD Pm=20 PSF D.
SNOW EXPOSURE FACTOR: Ce=1.0 SNOW LOAD IMPORTANCE FACTOR:
Is=1.0 THERMAL FACTOR:
Ct=1.0 LATERAL LOADS:
A.
WIND DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018)
VELOCITY (3-SEC.-GUST)
V = 110 MPH EXPOSURE C
RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT
+/-0.18 B.
SEISMIC DESIGN LOAD DATA: (PER ASCE 7-16 AND IBC 2018)
RISK CATEGORY II IMPORTANCE FACTOR 1.00 RHO (N-S) 1.0 RHO (E-W) 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
Ss =
0.245 S1 =
0.070 SEISMIC SITE CLASS D
DESIGN SPECTRAL RESPONSE COEFFICIENTS:
Sds =
0.262 Sd1 =
0.118 SEISMIC DESIGN CATEGORY B
SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR:
SPECIAL STEEL MOMENT FRAME R= 8.0 SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R= 6.0 SEISMIC RESPONSE COEFFICIENT Cs 0.139 DESIGN BASED SHEAR 0.139W ANALYSIS PROCEDURE:
EQUIVALENT LATERAL FORCE PER ASCE 7-16, 12.8 GENERAL NOTES:
1.
FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.
2.
FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.
3.
EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL.
PLACE A 12 THICK LAYER OF 3/4 MINUS CRUSHED ROCK OVER FABRIC.
FOUNDATION NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
2.
MATERIALS:
HILTI ANCHORS: KWIK-BOLT TZ 3.
INSTALLATION:
A.
USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER.
B.
CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS.
4.
DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
5.
PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
CONCRETE - EXPANSION ANCHORS NOTES:
1.
CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-14 COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED.
2.
CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
ACI 117 -
STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.
ACI 301 -
SPECIFICATIONS FOR STRUCTURAL CONCRETE.
ACI 302 -
GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 305 -
HOT WEATHER CONCRETING.
ACI 306 -
COLD WEATHER CONCRETING.
3.
UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE MEASURED AS PER ASTM E1155:
OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, Fl>15 MINIMUM LOCAL LEVELNESS NUMBER, Fl>10 4.
ALL SAWN CONTROL JOINTS ARE TO BE CUT WITHIN 12 HOURS AFTER THE FLOOR SLAB IS POURED, SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR TRAFFIC AS PER ACI 302.
5.
ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER PLACEMENT, AS PER THE RECOMMENDATIONS OF ACI 302, UNLESS NOTED OTHERWISE.
6.
ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1 7.
ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD NUT TO ANCHOR ROD.
8.
REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE ON VFS-EPM-000-DWG-S-101-2 UNLESS NOTED OTHERWISE.
9.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED)
(A)
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" (B)
CONCRETE EXPOSED TO EARTH OR WEATHER:
6 THROUGH #18 BARS: 2"
5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS
14 AND 18 BARS: 1 1/2"
11 BAR AND SMALLER: 3/4" BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" SHELLS, FOLDED PLATE MEMBERS
6 BAR AND LARGER: 3/4"
5 BAR, W31 OR D31 WIRE, AND SMALLER: 1/2" 10.
CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED EQUAL.
SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED.
11.
CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON STRONG BOLT OR ENGINEER APPROVED EQUAL. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED.
12.
REINFORCING DOWEL ADHESIVE SHALL BE HILTI HIT HY.200 ADHESIVE, OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.
13.
ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4" x 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE PER ACI 318.
14.
THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE.
REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.
15.
CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302.
16.
PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING.
17.
DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.
18.
UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.
19.
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.
20.
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.
21.
GROUT MATERIAL FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL SHALL BE NONMETALLIC, NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107.
22.
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.
23.
EMBEDDED ANGLES CONFORM TO ASTM A36 OR EQUAL.
24.
AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR "WATER CURED".
1.
STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS:
A.
ALL W & WT SHAPES SHALL CONFORM TO A992 (50 KSI)
B.
ALL PLATES, CHANNELS, ANGLES, BARS AND FLATS SHALL CONFORM TO A36 (36 KSI)
C.
ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500, GRADE B (46 KSI) (46 KSI FOR SHAPED & 42 KSI FOR ROUND)
D.
ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI) 2.
ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AND THE AISC REPORT NO. 13.
3.
ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS (A325) UNLESS OTHERWISE NOTED ON THE DRAWING. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2). BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" WITH SPECIAL INSPECTION PERIODIC MONITORING PER IBC 1705.2.
CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. UNLESS NOTED OTHERWISE, ALL CONNECTIONS ARE TO BE STANDARD, SIMPLE SHEAR FRAMED CONNECTIONS WITH A SHEAR CAPACITY OF AT LEAST 50% OF THE TOTAL CAPACITY OF THE MEMBER. IF MEMBER FRAMING CONNECTIONS ARE NOT SPECIFICALLY DESIGNED AND DETAILED ON THE CONTRACT DRAWINGS BY THE ENGINEER OF RECORD, THE FABRICATOR IS ALLOWED TO SELECT CONNECTION TYPES WHEN PREPARING SHOP DRAWINGS. THE FABRICATOR'S DETAILERS AND CHECKERS MAY DETERMINE THE APPROPRIATE CONNECTION EITHER BY SIMPLE CALCULATION OR BY SELECTION FROM TABLES SHOWN IN A.I.S.C. PUBLICATIONS.
THESE CONNECTIONS SHALL BE INDICATED AS FABRICATOR SELECTED ON THE SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION.
4.
ERECTION AND FABRICATION SHOP DRAWINGS FOR STRUCTURAL STEEL WILL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO COMMENCING FABRICATION.
ALL DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO BEING SUBMITTED FOR THE ENGINEER OF RECORD'S REVIEW.
5.
BOLT HOLES SHALL BE BOLT DIAMETER + 1/16". BOLT END AND EDGE DISTANCES AND BOLT LENGTHS SHALL BE PER AISC SPECIFICATION 360, SECTION J3.3 AND J3.4, UNLESS NOTED OTHERWISE. BASE PLATE BOLT HOLES MAY BE OVERSIZED BY 1/8".
6.
ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.1:2010. WELDERS PERFORMING THE WORK SHALL HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. WELDING FOR ATTACHING STEEL DECKING MAY BE MADE WITH E60 ELECTRODES. ALL WELDS SHALL BE SPECIAL INSPECTED PER IBC 1705.2 AND AWS 101.1.
7.
FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDING.
8.
ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL HAVE 3/16" CAP PLATES AND SEAL WELDS ALL ROUND.
9.
WELDED STEEL GRATING SHALL HAVE 1 1/4" x 3/16" BEARING BARS AT 1 3/16" C/C WITH CROSS BARS AT 4" C/C. BEARING BARS SHALL CONFORM TO ASTM A-569. GRATING LIMITS ARE TO BE THE CENTER LINE OF WIDE FLANGE MEMBERS, OR EDGE OF CHANNEL MEMBERS UNLESS NOTED OTHERWISE. WELD GRATING TO SUPPORTING MEMBERS EVERY 6TH BAR WITH 3/16" x 2" LONG FILLET WELDS, 4 WELDS PER PANEL MINIMUM.
10.
HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE-APPROVED BY THE ENGINEER OF RECORD.
11.
THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/8 INCH.
STEEL NOTES:
1.
STAINLESS STEEL TUBES (HSS) SHALL BE TYPE 304 STAINLESS STEEL. STAINLESS STEEL PLATE SHALL BE TYPE 304/304L CONFORMING TO ASTM A240 OR EQUAL.
2.
ALL WELDING OF STAINLESS STEEL SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.6:2007, WITH APPROPRIATE STAINLESS STEEL ELECTRODES.
STAINLESS STEEL NOTES:
1.
ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE.
2.
FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.
3.
FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.
4.
A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.
5.
NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
6.
HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
ANCHOR RODS NOTES:
1.
ALL COLD FORMED STEEL MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.
2.
METAL STUDS SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS WITH (2) #10 SCREWS. METAL STUD MEMBERS IN CONTINUOUS CONTACT SHALL BE CONNECTED WITH #10 SCREWS AT 12" C/C MINIMUM, FY = 33 KSI.
3.
CONTRACTOR SHALL SUBMIT A SET OF MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR METAL STUD FRAMING FOR APPROVAL. DESIGN DOCUMENTS ALONG WITH THE APPROVED INSTALLATION PROCEDURES SHALL BE THE BASIS FOR ACCEPTANCE OF METAL STUD FRAMING.
4.
BOTTOM TRACK AT NON-SHEARWALLS SHALL BE CONNECTED TO CONCRETE FOUNDATION OR FLOORS WITH POWER ACTUATED FASTENERS AT 12" C/C. POWER ACTUATED FASTENERS SHALL BE HILTI X-U WITH 1" EMBEDMENT OR SIMPSON PDPH WITH 1" EMBEDMENT. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.
METAL STUDS AND TOP AND BOTTOM TRACK OF FASTENERS AT SHEAR WALLS SHALL BE PER PROVIDED SHEAR WALL SCHEDULE. ATTACHMENT OF STUDS OR TRACK TO ADJACENT STRUCTURE SHALL BE PER PROVIDED DETAILS.
5.
UNLESS NOTED OTHERWISE, ALL HEADERS FOR OPENINGS UP TO 4'-0" WIDE SHALL BE HDR1 PER THE PROVIDED SCHEDULE. ALL OTHER COLD FORMED STEEL HEADERS SHALL BE PER THE PROVIDED SCHEDULE AS NOTED ON THE DESIGN DRAWINGS.
6.
SPLICE ALL TOP LIGHT GAUGE TRACKS PER TYPICAL STEEL TRACK SPLICE DETAIL.
SPLICES IN FRAMING COMPONENTS, OTHER THAN TOP TRACKS, SHALL NOT BE PERMITTED.
7.
ALL STEEL WALL STUDS SHALL BE 600S162-33 OR 600S162-43, UNLESS NOTED OTHERWISE.
8.
ALL STUDS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS WITH 1 5/8" FLANGES, UNLESS NOTED OTHERWISE.
9.
STEEL STUD DESIGNATIONS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) DESIGNATIONS FROM ICC ESR-3064P.
10.
ALL METAL STUD FRAMING MEMBERS SHALL BE ZINC COATED AND BEAR PROPER IDENTIFICATION MARKINGS IN ACCORDANCE WITH SSMA STANDARDS.
COLD-FORMED STEEL NOTES:
12.
IN ADDITION TO THE STANDARDS OUTLINED IN THE MANUAL FOR STEEL CONSTRUCTION, THE FOLLOWING TOLERANCES MUST ALSO BE FOLLOWED, AS OUTLINED IN AISC TECHNICAL REPORT NO. 13; SWEEP IS NOT TO EXCEED 1/4" IN A 50 FOOT BEAM LENGTH, CAMBER IS NOT TO VARY FROM THE CAMBER GIVEN ON THE DRAWING BY MORE THAN 1/4" IN A 50 FOOT BEAM, SQUARENESS IS TO BE WITHIN 18 INCHES OF EACH GIRDER END, THE FLANGE SHALL BE FREE OF CURVATURE AND NORMAL TO THE GIRDER WEB.
13.
COLUMN BASE PLATES SHALL BE WITHIN 1/16 IN OF THEORETICAL ELEVATION AND BE LEVEL WITHIN 0.01 INCHES ACROSS THE PLATE LENGTH OR WIDTH.
14.
PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE OR PER PLANT STANDARDS.
CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT.
2.
MATERIALS:
ADHESIVE: HILTI-HIT-HY-200 3.
INSTALLATION:
A.
INSTALL PER ESR REPORT IN CLEAN HOLES.
4.
DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
CONCRETE NOTES:
VFS-EPM-000-DWG-S-101 2
B WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-S-101 B
2 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 11.
LENGTH OF UNTHREADED DRILLING PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
12.
ALL STRUCTURAL MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION.
13.
ALL METAL STUDS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM C955, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR STUDS AND TRACKS, UNLESS OTHERWISE NOTED.
14.
ALL METAL STUDS AND TRACKS SHALL BE ZINC COATED MEETING ASTM A653, G-60, OR EQUIVALENT.
15.
PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING.
16.
ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR, AS REQUIRED, FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.
17.
ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.
18.
TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.
19.
COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.
20.
WHERE SUB-FLOORS OR DECKING DO NOT PROVIDE LATERAL SUPPORT, FLOOR JOISTS MUST BE BRACED AT ALL BEARING POINTS AND AT INTERVALS WITHIN SPANS.
FOR JOISTS IN CONTINUOUS SPAN CONDITIONS, PORTIONS OF THE BOTTOM FLANGES ARE IN COMPRESSION AND MUST BE LATERALLY BRACED, BASED ON DESIGN REQUIREMENTS, BETWEEN SOLID BLOCKING.
21.
METAL STUD SHEAR WALLS SHALL BE CONSTRUCTED WITH 1/2" APA STRUCTURAL 1 RATED PLYWOOD PLACED WITH THE LONG DIMENSION PERPENDICULAR TO STUDS.
FASTEN SHEATHING WITH NO.8 SELF-DRILLING FLAT OR WAFER HEAD SCREWS AT 6 C/C AT ALL PANEL EDGES AND BLOCKING LINES AND 12 C/C AT STUDS IN PANEL FIELD. PANEL EDGES MAY BE BLOCKED WITH 1 1/2" X 33 MIL CONTINUOUS STRAP WITH (1) NO. 8 AT EACH STUD.
22.
LENGTH UNTHREADED DRILLING PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
COLD-FORMED STEEL NOTES: (CONTINUED)
ABBREVIATIONS:
1.
IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPL0Y ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
2.
WELDING OF CONSTRUCTION OTHER THAN STRUCTURAL STEEL: SPECIAL INSPECTION PER TABLE 1705.2.2 OF THE IBC.
3.
STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705.2 OF THE IBC AND AISC 360 AND AISC 341.
4.
CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI.
5.
SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341.
6.
POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR.
STATEMENT OF SPECIAL INSPECTION NOTES:
STANDARD SHALLOW 1/2" 2"
DEEP 3 1/4" SIMPSON STRONG BOLT STANDARD SHALLOW 2 3/4" DEEP 3 7/8" 5"
5/8" 3 1/8" 4"
3 3/8" 5 1/8" 6 1/8" 3/4" 3 3/4" 5"
4 1/8" 5 3/4" 7 1/2" 1"
5 1/4" 9 3/4" HILTI KWIK BOLT TZ EXPANSION ANCHOR SCHEDULE ANCHOR DIAMETER 1.
INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER.
METAL BUILDING NOTES:
SYMBOLS:
AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISH FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE AR ANCHOR ROD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BM BEAM BOB BOTTOM OF BEAM BOBP BOTTOM OF BASE PLATE BOD BOTTOM OF DECK BOF BOTTOM OF FOOTING BP#
BASE PLATE NUMBER C/C CENTER TO CENTER CIP CAST-IN-PLACE CJ CONSTRUCTION JOINT CL CLEARANCE CLR CLEAR COC CENTER LINE OF COLUMN COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COTF CLEAN OUT TO FLOOR CTR CENTER CP CONTROL POINT DB DOUBLE DET DETAIL DIA DIAMETER DIAG DIAGONAL DICA DRILLED IN CONCRETE ANCHOR DIM DIMENSION DJ DUMMY JOINT DL DEAD LOAD DN DOWN DSL DRIFT SNOW LOAD DWL DOWEL (E)
EXISTING EA EACH EF EACH FACE EJ EXPANSION JOINT EL OR ELEV ELEVATION EMBED EMBEDMENT EQ SP EQUALLY SPACED EW EACH WAY FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR FIN FINISHED FL FLOOR FOS FACE OF STUD FOW FACE OF WALL FS FLOOR SINK FT FOOT; FEET FT#
FOOT TYPE - NUMBER FTG FOOTING GB GYPSUM BOARD H
HIGH HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION ICBO INTERNATIONAL COUNCIL OF BUILDING OFFICIALS IN INCH; INCHES INT INTERIOR JB JOIST BEARING JST JOIST JT JOINT K
KIP; KIPS KSI KIPS PER SQUARE INCH L
ANGLE LB POUND; POUNDS LF LINEAR FOOT LL DOUBLE ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS N
NORTH N-S NORTH-SOUTH NS NEAR SIDE NTS NOT TO SCALE OPP OPPOSITE HAND OVS OVERSIZE OWJ OPEN WEB JOIST P
PRESSURE PAF POWER ACTUATED FASTENER PCF PER CUBIC FOOT PEMB PRE-ENGINEERED METAL BUILDING PERP PERPENDICULAR PL PLATE PLF PER LINEAR FOOT PP PANEL POINT PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT R
RADIUS REF REFERENCE REINF REINFORCEMENT; REINFORCING REQD REQUIRED SC SCALE SCJ SAWN CONTROL JOINT SECT SECTION SIM SIMILAR SJ STEEL JOIST SL SNOW LOAD SOG SLAB ON GRADE STD STANDARD SPEC SPECIFICATION SQ SQUARE SSL STAINLESS STEEL STIFF STIFFENER STL STEEL STRUC STRUCTURAL T&B TOP AND BOTTOM TEMP TEMPORARY TOC TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOS TOP OF STEEL TOSW TOP OF STEM WALL TOT TOP OF TRACK TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W
WIDE; WIDTH W/
WITH W/O WITHOUT WF WIDE FLANGE WP WORK POINT WUL WIND UPLIFT LOAD NEW CMU WALL SHEAR WALL METAL DECK SPAN DIRECTION STEEL COLUMN NEW CONCRETE SLAB BRACED FRAME DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
FT2-55 FT2-66 FT2-55 FT1-66 FT1-55 FT1-1010 140'-0 1/4" FT1-55 FT1-55 FT1-55 7'-0" TYP 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 115'-0" FT1-1010 FT1-1010 FT1-1010 FT1-1010 FT1-66 FT1-66 FT1-66 FT2-66 FT1-1010 FT1-1010 FT1-1010 FT1-1010 FT1-1010 FT1-1010 H
1 2
3 4
5 6
G F
E D
C B
A 1
2 3
4 5
6 24'-6 1/2" 16'-0" 7'-0" 4'-9 1/2" 15'-0" MAX 12'-0" MAX 15'-3 1/2" 6'-3 5/8" 5'-11 5/8" 5'-0" 5'-4" FT1-1010 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" H
G F
E D
C B
A 2'-0" 12'-4 1/2" 40'-0" 12'-4 1/4" 40'-0" 10'-3 1/4" 16'-0 5/8" 7'-0" TYP 5'-4" VFS-EPM-000-DWG-S-110 1
1 C
WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN VFS-EPM-000-DWG-S-110 C
1 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
2.
FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT.
3.
SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION.
4.
SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE.
5.
LOCATE PIPE SUPPORTS PER GENERAL ARRANGEMENT DRAWING. SEE VFS-EPM-000-DWG-S-115 SHEET 4 FOR PIPE SUPPORT.
6.
SEE SHEET 2 FOR TRENCH AND SUMP LOCATIONS, AND SLOPE OF SLAB.
NOTES:
SCALE:
WATF FOUNDATION - PLAN 1/8" = 1'-0"
(-)2'-0" TOF, UNO 2'-0" 2'-0" T
W 6'-0" 10'-0" PEDESTAL FOOTING DIMENSIONS 10'-0" 6'-0" L
(7) #5, TOP & BOTTOM REMARKS/DETAILS DETAIL 1/S-115 SHEET 1 DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS)
A 1'-0" 1'-0" B
C 1'-0" 1'-0" D
FTX-XX KEY:
FOOTING TYPE DIMENSION WIDTH DIMENSION LENGTH (11) #5, TOP & BOTTOM FT1-1010 FT2-66
(-)2'-0" 0'-9" 1'-0" 1'-3"
(-)2'-0" 2'-0" 6'-6" 6'-6" DETAIL 3/S-115 SHEET 1 (END COLUMNS) 0'-9" 1'-0" 1'-3" FT1-66 "A"
MIN "B"
VERIFY BOLT DIA A
HEADED BOLT OR THREADED ROD WITH DOUBLE NUT WASHER NOTE:
1.
ANCHOR RODS SHALL BE ASTM F1554 GRADE 36.
B D
S-115-3 D
S-115-3 D
S-115-3 D
S-115-3 C
SCALE:
ANCHOR BOLT DETAIL NONE 1/2" 5/8" 3/4" 7/8" 1"
1 1/8" 1 1/4" 1 1/2" 6"
8" 10" 12" 14" 16" 18" 20" 2"
2" 2"
2" 3"
3" 3"
3" (7) #5, TOP & BOTTOM REINFORCEMENT EQ SP EW FOOTING SCHEDULE 4
S-115-1
4 HAIR PIN WITH 10'-0" LONG LEGS TYP HOUSEKEEPING PAD E
S-115-3
5 HAIRPIN HAIR PIN LAP SPLICE C
S-115-2 D
S-115-3 D
S-115-3 D
C S-115-3 D
S-115-3 S-115-3 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" 3'-11 3/4" 6'-6 3/4" 5'-6 3/4" 7'-1 3/4" 3'-10" 4'-2" 2'-9" 14'-2" 6'-11" D
E 6
5 2'-6"x2'-6"x12" FOOTING, (3) #5 REBAR TOP AND BOTTOM EW, 3" EDGE DISTANCE, TYPICAL 4 PLACES AT CORNERS SCALE:
DETAIL - RESIN HANDLING MEZZANINE 1
1/4" = 1'-0" 1
SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12'
(-)2'-0" 2'-0" 5'-0" 5'-0" DETAIL 3/S-115 SHEET 1 (END COLUMNS) 0'-9" 1'-0" 1'-3" FT1-55 (6) #5, TOP & BOTTOM
(-)2'-0" 2'-0" 5'-0" 5'-0" (6) #5, TOP & BOTTOM DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS) 1'-0" 1'-0" 1'-0" 1'-0" FT2-55 8" CONCRETE SLAB WITH #5 REBAR AT 18" EACH WAY, C/C OVER 4" OF 5/8" MINUS CRUSHED COMPACTED FILL OVER 12" OF COMPACTED SUBGRADE, WITH SMOOTH TROWEL FINISH, NO SLOPE, TOC VARIES, SEE NOTE 3 AND NOTE 6 SAW CUT CONTROL JOINTS, SEAL, TYP SEE S-101, CONCRETE NOTE 4 7'-3" 13'-3 1/2" 7'-3" 2'-0"x2'-0"x12" FOOTING, (3) #5 REBAR TOP AND BOTTOM EW, 3" EDGE DISTANCE, TYPICAL 11 PLACES BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP1 SEE VFS-EPM-000-DWG-S-120 FOR BP1 BRACE UP D
S-115-3 G
S-115-3 G
S-115-3 HOUSEKEEPING PAD TYP AT HAIRPINS S-115-3 D
C S-115-3 BRACE UP BRACE UP BRACE UP BRACE UP BRACE UP BRACE UP BRACE UP BRACE UP DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
140'-0 1/4" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" H
1 2
3 4
5 6
G F
E D
C B
A 1
2 3
4 5
6 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" H
G F
E D
C B
A 2'-0" 12'-4 1/2" 40'-0" 12'-4 1/4" 40'-0" 10'-3 1/4" 5'-4" VFS-EPM-000-DWG-S-110 1
1 C
WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN VFS-EPM-000-DWG-S-110 C
2 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
2.
FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT.
3.
SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION.
4.
SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE.
NOTES:
SCALE:
TRENCH AND SUMP PLAN 1/8" = 1'-0" 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0"
.5%
.5%
.5%
.5% MIN TRENCH DRAIN SLAB EDGE -0'-3" 0'-0" 0'-0" 0'-0" TRENCH DRAIN SLAB EDGE -0'-3" IE -0'- 9 1/4" IE -1'-2 1/4" IE -1'-2 1/4" IE -0'-9 1/4" J
S-115-3
.5%
17 S-115-2 SUMP PIT EDGE -0'-3"
.5%
0'-0" 0'-0" 0'-0"
.5% MIN
.5% MIN 0'-0" 0'-0" 17 S-115-2 0'-0" 0'-0" DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
SCALE:
12K TANK FOUNDATIONS 1
C-110 3/4" = 1'-0"
Ø8'-4 1/2"
Ø13'-4 1/2" SCALE:
SECTION A
1 1/2" = 1'-0" 2'-6" 4'-6" 1'-0" (3) #5 BARS EA FACE
5 BARS AT 8" C/C EA FACE (3) #5 BARS AT EQ SP C/C TOP AND BOTTOM 3" TYP GRADE VFS-EPM-000-DWG-S-114 1
1 C
WESTERN AREA TREATMENT FACILITY TANK FOUNDATION PLAN VIEW /DETAIL VFS-EPM-000-DWG-S-114 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 A
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.
NOTES:
DESIGN AUTHORITY S MOORE 08/04/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
F (4) #5 BENTS GIRT LINE HAIRPIN SEE PLAN REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110-01 W/2 W/2 A
L/2 B
B L/2 C
WIDTH (W)
LENGTH (L)
(4) #5 BENTS GIRT LINE GIRT LINE ANCHOR BOLT, SEE SCHEDULE, VFS-EPM-000-DWG-S-110, COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER C
D B
WIDTH (W)
LENGTH (L)
W/2 W/2 L/2 L/2 W/2 W/2 GIRT LINE ANCHOR BOLT, SEE SCHEDULE, VFS-EPM-000-DWG-S-110-1, COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER B
B A
C L/2 L/2 (4) #5 BENTS HAIRPIN SEE PLAN WIDTH (W)
LENGTH (L)
BOLT GAGE 3"
EDGE OF SLAB SEE PLAN FOR LOCATION OPTION 1
REBAR, SEE PLAN
+/-30° MAX LENGTH SEE PLAN LENGTH SEE PLAN BOLT GAGE 3"
MIN EDGE OF SLAB SEE PLAN FOR LOCATION OPTION 2
REBAR, SEE PLAN 1'-0"
+/-20° MIN B
S-115-3 A
S-115-3 A
GIRT LINE ANCHOR BOLT ANCHOR BOLT 2"
TYP S-115-3 REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110-01 REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110-01 ANCHOR BOLT, SEE SCHEDULE, VFS-EPM-000-DWG-S-110, COORDINATE SIZE, QUANTITY AND LOCATION WITH METAL BUILDING MANUFACTURER VFS-EPM-000-DWG-S-115 1
2 C
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 C
1 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com SCALE: 3/4"=1'-0" S-110-1 1
DETAIL SCALE: 3/4"=1'-0" S-110-1 2
DETAIL SCALE: 3/4"=1'-0" S-110-1 3
DETAIL SCALE: 3/4"=1'-0" S-110-1 4
DETAIL 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
2.
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER ACI 318.
NOTES:
NOTE:
1.
SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-110 FOR DETAIL CALLOUT.
NOTE:
1.
SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-110 FOR DETAIL CALLOUT.
NOTE:
1.
SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-110 FOR DETAIL CALLOUT.
DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1'-0" 9 1/4" INVERT SEE PLAN 4 [102]
MIN.
1 7/8" 8'-0" 8'-2 3/8"
'A'
'B' 4"
MIN.
9" MIN.
1'-2" MAX.
1'-9" NOTE:
1.
USE ZURN Z882 WITH DUCTILE IRON SLOTTED GRATE - CLASS E.
2.
DIMENSION "A" IS MINIMUM 6.25" DIMENSION "B" IS MAXIMUM 11.25" VFS-EPM-000-DWG-S-115 1
2 C
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 C
2 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
2.
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER ACI 318.
NOTES:
SCALE: 1"=1'-0" S-110-3 17 DETAIL DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
3" CLR T
SEE FOOTING PLAN HAIRPIN SEE PLAN COLUMN 1/4" DEEP ELASTOMERIC SEALANT, AND 3/8" ASPHALTIC EXPANSION JOINT MATERIAL 2'-0" SIDING GIRT LINE 1 1/2"
5 BENT SEE FOOTING PLAN
3 TIES AT 1'-0 C/C R10 RIGID INSULATION (IF HEATED)
SEE FOOTING PLAN T
2'-0" 3"
CLR HAIRPIN EMBEDMENT SEE SCHEDULE ANCHOR BOLT SLAB
5 BENT SEE FOOTING PLAN 1'-0" 1'-4" 3"
CLR (2) #4 CONT TOP AND BOTTOM 1'-0" 2'-0" 1'-0" 8"
6" MIN 8" MAX (2) #5 CONT SEE PLAN FOR SLAB REINFORCING 1/4" DEEP ELASTOMERIC SEALANT GIRT LINE 1 1/2"
4 AT 12" C/C 3/8" ASPHALTIC EXPANSION JOINT MATERIAL
4 AT 18" C/C ALT HOOK R10 RIGID INSULATION (IF HEATED) 3/4" CHAMFER, TYP 4"
6" MIN TYP TOC SLAB 5/8" DIA HILTI KWIK BOLT TZ WITH 3 1/8" EMBED (1) AT EACH CORNER UNIT SLAB REINFORCEMENT PER PLAN
4 REBAR AT 18" C/C EACH WAY, SEE SCHEDULE FOR LAP LENGTH 6"
38" 6"
EMBEDDED L 2"x3" LLV 2'-0" LONG 6"
CONCRETE PIER 6"
GIRT LINE REBAR HAIRPIN, SEE PLAN 1'-4" 2'-0" 8"
8" 8"
MAX (2) #5 CONT SEE PLAN FOR SLAB REINFORCING GIRT LINE NOTE:
1.
TYPICAL AT DOORS.
4 AT 12" C/C SCALE: 3/4" = 1'-0" S-115-1 A
SECTION SCALE: 3/4" = 1'-0" S-115-1 B
SECTION R10 RIGID INSULATION (IF HEATED)
SCALE: 3/4" = 1'-0" S-110-1 C
SECTION SCALE: 3/4" = 1'-0" S-110-1 D
SECTION SCALE: 3/4" = 1'-0" S-110-1 E
SECTION
4 AT 18" C/C ALT HOOK 1/4 SCALE: NONE S-115-1 F
SECTION SCALE: 3/4" = 1'-0" S-110-1, -2 G
SECTION 4'-0" TOC
5 AT 12" C/C CONTINUOUS CONCRETE SLAB PER PLAN
5 AT 12" C/C TOC
4 AT 18" C/C 24" 24" 6"
8" NOTE:
1.
ALL JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP.
SCALE: 3/4" = 1'-0" S-110-1 H
SECTION REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110-01 REINFORCING PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110-01 L2x2x1/4" EMBEDDED ANGLE WITH 3" LONG NELSON STUDS AT 24" C/C 2'-6" TOC
5 AT 12" C/C CONTINUOUS CONCRETE SLAB PER PLAN
5 AT 12" C/C TOC
4 AT 18" C/C 24" 24" 6"
8" NOTE:
1.
ALL JOINTS BELOW GRADE SHALL HAVE BENTONITE WATERSTOP.
SCALE: 3/4" = 1'-0" S-110-3 J
SECTION L2x2x1/4" EMBEDDED ANGLE WITH 3" LONG NELSON STUDS AT 24" C/C BAR GRATING BAR GRATING 8"
VFS-EPM-000-DWG-S-115 2
2 B
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 B
3 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
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.
3.
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER ACI 318.
NOTES:
DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
8'-0" MAX 4'-0" MAX UNISTRUT P1001, SEE NOTE 4 FOR ACTUAL SPACING UNISTRUT P1001 VERT SUPPORT AT 8'-0" LONG MAX (2) UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1001 GIRTS PER BUILDING MANUFACTURER GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS (2) UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 UNISTRUT P1000 4'-0" MAX 3'-0" MAX UNISTRUT P1000 GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT P2072A SQ WITH 1/2" DIA HILTI KWIK BOLT TZ WITH 2 3/8" EMBED B
4'-0" 1'-0" 9"
3" (2) #5 BARS EMBED P3259-X SECTION B P1000 UNISTRUT THREADED ROD PER CLEVIS REQUIREMENTS PIPE CLEVIS P1000 UNISTRUT ROOF PURLINS 1/2" BOLT 1/2" BOLT UNISTRUT SPRING NUT 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 4'-0" MAX 4'-0" MAX UNISTRUT P1000, TYP PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS HOFFA BOOT, SEE DETAIL 15 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 4'-0" MAX 4'-0" MAX UNISTRUT P1000, TYP HOFFA BOOT, SEE DETAIL 15 OPTION 1 OPTION 2 UNISTRUT P2348 WITH (4) 1/2" DIA BOLTS AND SPRING NUTS IN AND BASE UNISTRUT P2348 WITH (4) 1/2" DIA BOLTS AND SPRING NUTS IN AND BASE PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 4'-0" MAX 4'-0" MAX UNISTRUT P1000, TYP GF PIPING SYSTEMS STRESS LESS PIPE GUIDE, WITH 1/2" DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS UNISTRUT P2072A SQ WITH 1/2" DIA HILTI KWIK BOLT TZ WITH2 3/8" EMBED VFS-EPM-000-DWG-S-115 2
2 B
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 B
4 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 1.
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.
3.
UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR, ETC.
PER ACI 318.
NOTES:
SCALE:
DETAIL-PIPE SUPPORT EXTERIOR 15 1 1/2" = 1'-0" SCALE:
DETAIL - WALL PIPE SUPPORTS 12 1" = 1'-0" SCALE:
DETAIL - FLOOR PIPE SUPPORTS 13 1" = 1'-0" SCALE:
DETAIL - ROOF PIPE SUPPORTS 14 1" = 1'-0" SCALE:
DETAIL - PIPE SUPPORTS - EXTERIOR 16 1" = 1'-0" SCALE:
DETAIL - FLOOR PIPE SUPPORTS - INTERIOR 17 1" = 1'-0" DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
J D
db ALL GRADES OF STEEL:
12 db D
A OR G db RECOMMENDED END HOOKS, ALL GRADES OF STEEL D
D 6 db D
D db DETAILING DIMENSION 135° 90°
- H DIMENSION IS APPROXIMATE VERT REINF PER PLAN EXTEND HORIZ REINF TO 2" FROM EDGE OF INTERSECTING WALL HORIZ REINF PER PLAN CONC FND WALL PER FOUNDATION PLAN PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER LAP SPLICE SCHEDULE DETAIL DIMENSION DETAIL DIMENSION 1.
D
= FINISHED INSIDE BEND DIAMETER.
2.
db
= NOMINAL BAR DIAMETER.
3.
MIN. D
= 6 db FOR #3 THROUGH #8.
4.
MIN. D
= 8 db FOR #9, 10 AND #11.
5.
MIN. D
= 10 db FOR #14 AND #18.
3
4
5
6
7
8
9
10
11
14
18 2 1/4" 3"
3 3/4" 4 1/2" 5 1/4" 6"
9 1/2" 10 3/4" 12" 18 1/4" 24" BAR SIZE D
180° HOOKS 90° HOOKS A OR G 5"
J A OR G 6"
7" 8"
10" 11" 1'-3" 1'-5" 1'-7" 2'-3" 3'-0" 3"
4" 5"
6" 7"
8" 11 3/4" 1'-1 1/4" 1'-2 3/4" 1'-9 3/4" 2'-4 1/2" 6"
8" 10" 1'-0" 1'-2" 1'-4" 1'-7" 1'-10" 2'-0" 2'-7" 3'-5" FOR #3, #4, #5 - 6db FOR #6, #7, #8 - 12db A OR G DETAILING DIMENSION db H
3
4
5
6
7
8 1 1/2" 2"
2 1/2" 4 1/2" 5 1/4" 6"
BAR SIZE D
90° HOOKS 135° HOOKS A OR G 4"
H*
4 1/2" 6"
1'-0" 1'-2" 1'-4" 4"
4 1/2" 5 1/2" 8"
9" 10 1/2" 2 1/2" 3"
3 3/4" 4 1/2" 5 1/4" 6"
A OR G 4dbB OR 2 1/2" MIN HOOK A OR G HOOK A OR G NOTES 1.
TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONCRETE.
2.
TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-14, SECTIONS 25.4.2 AND 25.5.2, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
3.
CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND THE CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS BEAMS OR COLUMNS:
CASE 1 COVER AT LEAST 1.0db AND C.-C. SPACING AT LEAST 2.0 db.
CASE 2 COVER LESS THAN 1.0 db OR C.-C. SPACING LESS THAN 2.0 db.
ALL OTHERS:
CASE 1 COVER AT LEAST 1.0 db AND C.-C. SPACING AT LEAST 3.0 db.
CASE 2 COVER LESS THAN 1.0 db OR C.-C. SPACING LESS THAN 3.0 db.
4.
LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.0 l AND CLASS B = 1.3 ld (ACI 318-14, SECTION 20.5.2).
5.
ACI 318-14 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS AND ARE NOT SHOWN FOR CLARITY.
6.
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.
8.
FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS CONCRETE COVER AND SPACING TOP BARS OTHER BARS COVER < 3.0 db OR C. -C. SPACING < 7.0 db 1.7/1.3 = 1.31 1.50 COVER > 3.0 db OR C. -C. SPACING > 7.0 db 1.20 1.20 9.
ALL CALCULATIONS SHOWN ABOVE ARE ASSUMED TO BE CASE 2.
BAR SIZE
3
4
5
6
7
8
9
10
11 A
B 24 31 32 41 39 51 47 61 55 71 63 82 71 92 78 102 86 112 18 24 24 32 30 39 36 47 42 55 48 63 54 71 60 78 66 86 A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B A
B
3
4
5
6
7
8
9
10
11 f'c = 2500 psi LAP CLASS LENGTH (INCHES)
TOP BARS OTHER BARS f'c = 3000 psi LENGTH (INCHES)
BAR SIZE LAP CLASS TOP BARS OTHER BARS 22 17 28 22 29 22 38 29 36 28 47 36 43 33 56 43 50 39 65 50 57 44 75 57 65 50 84 65 72 55 93 72 79 61 102 79 SCALE: 3/4" = 1'-0" STANDARD BAR BENDS 1
SCALE: 3/4" = 1'-0" STANDARD BAR BENDS 2
SCALE: 3/4" = 1'-0" REINF CORNER WALL LAP SPLICE 4
SCALE: NOT TO SCALE LAP SPLICE AND DEVELOPMENT LENGTH 3
VFS-EPM-000-DWG-S-115 2
2 B
A 8
B C
7 6
DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com VFS-EPM-000-DWG-S-115 5
5 B
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-S-115 B
5 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com DESIGN AUTHORITY J KIENHOLZ 10/13/21 WDG ENGINEER D NELSON WDG CHECKER S MOORE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-G-001 1
1 H
DRAWING INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-G-001 H
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 FLAG NOTE EXAMPLE.
2.
GENERAL NOTE EXAMPLE.
GENERAL NOTES:
1 SCALE:
AT ELEVATION (-)10'-0" DEMOLITION PLAN 1/4" = 1'-0" SCALE: 1/2"=1'-0" S006,S012 A
SECTION E
SCALE:
SECTION E
3/4" = 1'-0" 1
M002-05 A
SCALE: 1/4"=1'-0" 1
ASSEMBLY/DETAIL M002-05 M002-05 DRAWING INDEX GENERAL SYMBOL LEGEND CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY AND BURIAL AREA-1 ENVIRONMENTAL PROPERTY MANAGEMENT OKLAHOMA CITY, OKLAHOMA DASH IS USED WHEN CALL OUT IS ON THE SAME SHEET LETTERS ARE USED FOR SECTIONS/ELEVATIONS, NUMBERS ARE USED FOR DETAILS SHEET REFERENCE THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" (DETAIL CALL OUT WITH SHEET REFERENCE)
(SECTION OR ELEVATION CALL OUTS)
NORTH ARROW TO BE LOCATED ON SHEETS IN UPPER LEFT CORNER (ZONE F8)
X REVISION TRIANGLE (X INDICATES REVISION NUMBER)
H-#
HOLD TAG BURIAL AREA #1 VFS-EPM-000-DWG-C-201 CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-C-210 BURIAL AREA #1 SITE PLAN VFS-EPM-000-DWG-C-220 BURIAL AREA #1 SITE UTILITY PLAN VFS-EPM-000-DWG-C-230 BURIAL AREA #1 CIVIL DETAILS VFS-EPM-000-DWG-S-201 STRUCTURAL NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-S-210 (3 SHEETS)
BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-000-DWG-G-200 BURIAL AREA #1 GENERAL ARRANGEMENT PLAN VFS-EPM-000-DWG-G-220 (2 SHEETS)
BURIAL AREA #1 GENERAL ARRANGEMENT SECTIONS VFS-EPM-000-DWG-E-201 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-205 BURIAL AREA #1 GROUNDING DIAGRAM VFS-EPM-000-DWG-E-210 BURIAL AREA #1 SINGLE LINE DIAGRAM VFS-EPM-000-DWG-E-211 BURIAL AREA #1 ELECTRICAL UTILITY PLAN VFS-EPM-000-DWG-E-220 (SHEET 1)
BURIAL AREA #1 ELECTRICAL INSTALLATION DETAILS VFS-EPM-000-DWG-E-220 (SHEET 2)
BURIAL AREA #1 ELECTRICAL ASSEMBLY AND DETAILS VFS-EPM-000-DWG-J-211 BURIAL AREA #1 SITE SECURITY PLAN VFS-EPM-000-DWG-P-210 (2 SHEETS)
BURIAL AREA #1 PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-215 (2 SHEETS)
BURIAL AREA #1 PROCESS P&ID INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-G-001 DRAWING INDEX AND GENERAL SYMBOLS WATF SITE VFS-EPM-000-DWG-C-101 CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-C-110 WESTERN AREA TREATMENT FACILITY SITE PLAN VFS-EPM-000-DWG-C-113 WESTERN AREA TREATMENT FACILITY SITE UTILITY PLAN VFS-EPM-000-DWG-C-130 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY SITE UTILITY ELEVATIONS VFS-EPM-000-DWG-C-150 (2 SHEETS)
CIVIL DETAILS WATF BUILDING VFS-EPM-000-DWG-S-101 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-S-110 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN VFS-EPM-000-DWG-S-114 WESTERN AREA TREATMENT FACILITY TANK FOUNDATION PLAN VIEW/DETAIL VFS-EPM-000-DWG-S-115 (5 SHEETS)
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS VFS-EPM-000-DWG-A-010 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND VFS-EPM-000-DWG-A-100 (6 SHEETS)
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLANS VFS-EPM-000-DWG-A-110 (3 SHEETS)
WESTERN AREA TREATMENT FACILITY ELEVATIONS AND SECTIONS VFS-EPM-000-DWG-A-120 (SHEET 1)
WESTERN AREA TREATMENT FACILITY RESTROOM PLAN VFS-EPM-000-DWG-A-120 (SHEET 2)
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-A-130 (SHEET 1)
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS VFS-EPM-000-DWG-A-130 (SHEET 2)
WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH.
VFS-EPM-000-DWG-E-101 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-110 WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM VFS-EPM-000-DWG-E-111 WESTERN AREA TREATMENT FACILITY GROUNDING DIAGRAM 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 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 VFS-EPM-000-DWG-E-115 (3 SHEETS)
WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN VFS-EPM-000-DWG-E-117 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-000-DWG-G-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-106 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING 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 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 WATF PROCESS
SUMMARY
VFS-EPM-000-DWG-P-001 PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-P-110 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-111 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM WATF IX TREATMENT VFS-EPM-000-DWG-M-110 (6 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 VFS-EPM-000-DWG-P-115 (5 SHEETS)
WESTERN AREA TREATMENT FACILITY P&ID URANIUM IX TREATMENT WATF SPENT RESIN HANDLING VFS-EPM-000-DWG-G-120 WESTERN AREA TREATMENT FACILITY GEN. ARRANGEMENT SPENT RESIN HANDLING VFS-EPM-000-DWG-G-121 (3 SHEETS)
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-000-DWG-S-120 (SHEET 1)
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - PLAN VFS-EPM-000-DWG-S-120 (SHEET 2)
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - FRAMING VFS-EPM-000-DWG-S-120 (2 SHEETS)
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS VFS-EPM-000-DWG-S-120 (SHEET 5)
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS VFS-EPM-000-DWG-P-125 WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING DESIGN AUTHORITY S MOORE 09/16/2022 VNSFS ENGINEER J WILSON VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER E LLOYD VNSFS PROJECT MANAGER E LLOYD VNSFS
1 WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID PARTS/MATERIAL LIST ITEM NO.
QTY.
PART NUMBER TITLE DESCRIPTION MATERIAL/REFERENCE 1
WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID N/A N/A 2
1 VFW-EPM-000-DWG-M-110 SKID FRAME WESTERN AREA TREATMENT FACILITY SKID FRAME N/A 3
AR 20893104 FLEXIBLE HOSE 2", CORRUGATED EPDM CONTINENTAL 4
6 1700DL SERIES COUPLER 2" DRY DISCONNECT KAMVALOK 5
6 1600AN SERIES ADAPTER 2" ADAPTER FOR DRY DISCONNECT KAMVALOK 6
3 PROCESS VESSEL 48" DIA.
TBD 7
2 EJA-530E PRESSURE TRANSDUCER WITH VALVE YOKOGAWA 8
1 A242408LP PLC ENCLOSURE 24x24x8 HOFFMAN 9
1 FLT93B-AB00 LEAK DETECTOR FLT93B FLEXSWITCH FCI 10 1
52005381 PH ELEMENT NPT THREADED INPRO4260I METTLER TOLEDO 11 1
52402401 PH HOUSING INTRAC 787 INPRO METTLER TOLEDO 12 1
I&C RACK HSS2X2X.25 OTS STAINLESS STEEL 13 4
EJA110E-JHS5G-912DJ/FF1/D1/N4 DIFFERENTIAL PRESSURE TRANSMITTER WITH VALVE BLOCK YOKOGAWA 14 1
MH4BF07-60-2SH MOTOR OPERATED VALVE 3" FLANGED VALVE INDELAC 15 1
DS3-3 INLINE STATIC MIXER 3IN X 19IN 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 PSI 115 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 NOTES & SPECIFICATIONS:
DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94.
1.
DIMENSIONS ARE IN INCHES.
TOLERANCES:.X +/-.1,.XX +/-.03,.XXX +/-.005 FRACTIONAL: +/- 1/8 ANGULAR: +/- 2° INTERIOR PROCESS AREA SURFACES SHALL BE NON-2.
POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA.
FOR PENETRATIONS AND MOUNTING OF PANELS SEE 3.
ELECTRICAL INSTALLATION DRAWINGS.
BREAK SHARP EDGES, REMOVE BURRS.
4.
WELDING PER AWS D1.6. PROCEDURE AND WELDER 5.
QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE.
FABRICATION DETAILS AND STANDARDS PER 6.
NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION.
PIPE AND COMPONENTS TO BE WELDED OR FLANGE 7.
CONNECTIONS USING FLEXITALLIC CGI-150 APPROXIMATE DRY WEIGHT 14,303 LBS 8.
INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 1
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 1
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 12 22 2
3 PL SCALE: NOT TO SCALE 6
4 PL 2 REQ 21 REF
B SECTION SCALE 1:16 A
B A
SECTION SCALE 1:16 AR A SINGLE PROCESS VESSEL VOLUME SCALE 1:16 ITEMS NOT SHOWN FOR CLARITY PLAN VIEW REF 6
CONTAINMENT PAN IS SIZED FOR 150% OF 3
4 5
2 REQ, 3 PL 360" 96" 44.21 191.77 114" 30.63 INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 2
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 2
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 8
11 RIGHT SIDE SCALE 1:16 ITEMS NOT SHOWN FOR CLARITY
INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 3
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 3
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 15 21 18 20 4 PL 13 12 PL 17 4 PL 7
10 23 2 PL 16 19 9
7 14 SCALE: NOT TO SCALE ISO 25 3 PL
68 5/8" 14" 24" 34" 49 1/2" 53 3/4" 145 1/2" 149 3/4" 241 1/2" 245 13/16" 284 7/16" 308 1/16" 320 15/16" 10 1/4" 20 15/16" 27" 60 3/4" 35" 40 1/4" 82 1/2" INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 4
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 4
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com SCALE 1:12 FOR CLARITY ITEMS NOT SHOWN FRONT 14 REF
C C
SECTION SCALE 1:12 38" 128" 152" 2X 27" 35" 44" 68" 2X 14" 0"
24" 34" 0"
INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 5
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 5
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com PLAN VIEW SCALE 1:12 ITEMS NOT SHOWN FOR CLARITY 3X NPS3 150# FLANGE 24
INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO SH REV VFS-EPM-000-DWG-M-110 6
OF 6 D
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/19 VNSFS SIZE SCALE OF SHEET F
SHOWN 6
6 DRAWING NO REV VFS-EPM-000-DWG-M-110 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com SCALE 1:8 ITEMS NOT SHOWN FOR CLARITY RIGHT SIDE REF 13 REF 19 DRAIN 25 REF
1 SKID FRAME SCALE: NOT TO SCALE NOTES & SPECIFICATIONS:
DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94.
1.
DIMENSIONS ARE IN INCHES.
TOLERANCES:.X +/-.1,.XX +/-.03,.XXX +/-.005 FRACTIONAL: +/- 1/8 ANGULAR: +/- 2° MAINTAIN STANDARD SHIPPING CONTAINER LOWER 2.
CORNERS FOR TRANSPORTATION ANCHOR POINT REINFORCE FLOOR PAN FOR PUMP MOUNTING.
3.
REINFORCEMENT METHOD SHALL PRECLUDE BREACH OF FLOOR CONTAINMENT.
DIMENSIONS FOR PIPE CONNECTIONS ARE BASED 4.
ON PIPING LAYOUT. CONFIRM PRIOR TO FABRICATION.
EXTERIOR COATING SHALL BE BS12944 - C3 MARINE 5.
OR APPROVED EQUAL.
INTERIOR PROCESS AREA SURFACES SHALL BE NON-6.
POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA.
RECESSED BOXES TO BE SUPPORTED BY 7.
FABRICATOR IN FIELD FLOORS IN THE PROCESS AREA SHALL DRAIN INTO 8.
THE CONTAINMENT TRAY AND BE INTEGRATED TO FRAME FOR CONTINUOUS LIQUID CONTAINMENT WITHIN THE MODULE. A METHOD MUST BE PROVIDED TO AVOID WATER PATHWAY OUTSIDE THE CONTAINMENT. ALL CONTACT AREAS SHALL BE STAINLESS STEEL.
FOR PENETRATIONS AND MOUNTING SEE 9.
ELECTRICAL INSTALLATION DRAWINGS.
TESTING WILL BE REQUIRED FOR SECONDARY 10.
CONTAINMENT BREAK SHARP EDGES, REMOVE BURRS.
11.
WELD AND INSPECT CARBON STEEL STRUCTURAL 12.
WELDS TO AWS D1.1-2015, WELD AND INSPECT STAINLESS STEEL STRUCTURAL WELD TO D1.6-2017.
PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE ACCEPTABLE.
FABRICATION DETAILS AND STANDARDS PER 13.
NORMAL AND CUSTOMARY FOR INTERMODAL CONSTRUCTION.
DESIGN TO BE CERTIFIED FOR DOT HIGHWAY 14.
TRAVEL.
THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
DWG NO 1
DATE VFS-EPM-000-DWG-M-111 COMPANY SH 4
A NAME DRAWN BY F
BY OF 11/22/2019 VNSFS SIZE SCALE OF J PIERCE REV SHEET 1
4 DATE DRAWING NO VFS-EPM-000-DWG-M-111 A
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON VNSFS 3
REVISIONS COMPANY ENGR MFD REV NO DESCRIPTION NONE REV REV ENGINEER E LLOYD VNSFS DRAFTING CHECKER SKID FRAME S MOORE VNSFS WESTERN AREA TREATMENT FACILITY MECHANICAL CIMARRON J WILSON PUMP AND TREAT SYSTEM PROJECT VNSFS ENGINEERING CHECKER E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 1
CONCEPTUAL DESIGN VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
0" 360" 0"
0" 96" 114" B
SHEET 3 A
0" 0"
116" 212" 308" 338 1/2" 353 1/2" 36" 72 1/2" 87 1/2" 96" A
SECTION SCALE 1:16 0"
1 3/8" 5 3/16" 8"
DWG NO SH REV VFS-EPM-000-DWG-M-111 2
OF 4 A
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/2019 VNSFS SIZE SCALE OF SHEET F
NONE 2
4 DRAWING NO REV VFS-EPM-000-DWG-M-111 A
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD REV REL REV NO DESCRIPTION REV BY DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY SKID FRAME MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com FRONT SCALE 1:16 SIDE SCALE 1:16 SUMP VESSEL PAD FLOOR SEAL WELDED TO PROVIDE LIQUID CONTAINMENT 30RL STAINLESS OR APPROVED EQUIAL PLAN VIEW SCALE 1:16
D SHEET 4 C
SHEET 4 0"
0" 208" 232" 322" 44" 68" 106" 114" 7
BACK SCALE 1:16 SIDE SCALE 1:16 DWG NO SH REV VFS-EPM-000-DWG-M-111 3
OF 4 A
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/2019 VNSFS SIZE SCALE OF SHEET F
NONE 3
4 DRAWING NO REV VFS-EPM-000-DWG-M-111 A
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD REV REL REV NO DESCRIPTION REV BY DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY SKID FRAME MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
SCALE: 1:16 SHEET 3 D
SECTION 1
DETAIL SCALE 1:4 SCALE: 1:16 SHEET 3 C
SECTION 0"
68" 164" 260" 360" 93 1/4" 180" 266 3/4" 360" SCALE: 1:16 SHEET 2 B
SECTION 0"
26" 48" 70" 92" 114" 136" 180" 224" 246" 268" 290" 312" 334" 3
DETAIL SCALE 1:8 2
DETAIL SCALE 1:4 2
HSS4X8X1/4 1
3 HSS4X8X1/4 HSS5X5X1/4 DWG NO SH REV VFS-EPM-000-DWG-M-111 4
OF 4 A
NAME DATE COMPANY DRAWN BY J PIERCE 11/22/2019 VNSFS SIZE SCALE OF SHEET F
NONE 4
4 DRAWING NO REV VFS-EPM-000-DWG-M-111 A
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD REV REL REV NO DESCRIPTION REV BY DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS WESTERN AREA TREATMENT FACILITY SKID FRAME MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com HSS4X8X1/4
VFS-EPM-000-DWG-P-001 1
1 B
DESIGN AUTHORITY S MOORE 10/25/21 VNSFS DRAFTING CHECKER V DAVISON VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-P-001 B
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 M
INSTRUMENT SYMBOLS:
SKID BOUNDARY ELECTRICAL POWER OR SIGNAL TANKS/PITS/BUILDINGS PRIMARY PIPING INSTRUMENTATION OR OTHER PIPING LINES:
PIPING/EQUIPMENT:
CHECK VALVE BALL VALVE ABBREVIATIONS:
B POSITIVE DISPLACEMENT BLOWER BA BURIAL AREA BMCD BURNS & MCDONNELL BS BASKET STRAINER C
CENTRIFUGE CMPR COMPRESSOR CS CARBON STEEL CV CHECK VALVE DV DISCONNECT VALVE DOE DEPARTMENT OF ENERGY FL FAIL LOCKED FC FAIL CLOSE FDR SOLIDS FEEDER FH FLEX HOSE FLT FILTER FO FAIL OPEN GV GAUGE VALVE GPD GALLONS PER DAY H
INTERCONNECTING HOSE HPR HOPPER IX ION EXCHANGE LC LOCKED CLOSED LO LOCKED OPEN MCL MAXIMUM CONTAMINANT LEVEL MOV MOTOR OPERATED VALVE MVD MANUAL VALVE DOUBLE MPa MEGA-PASCALS NC NORMALLY CLOSED NO NORMALLY OPENED P
PUMP P&ID PIPING AND INSTRUMENTATION DIAGRAM PRV PRESSURE RELIEF VALVE PSE PRESSURE SAFETY ELEMENT PVC POLYVINYL CHLORIDE RB RIBBON BLENDER S
SAMPLE PORT T/TK TANK V
VALVE VFD VARIABLE FREQUENCY DRIVE VNSFS VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES VSL VESSEL/ ION EXCHANGE VESSEL WA WESTERN AREA W/AA WESTERN ALLUVIAL AREA WATF WESTERN AREA TREATMENT FACILITY YS WYE STRAINER DATA LINK FLEX HOSE IDENTIFICATION LOCAL MOUNTED INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION MAIN SHARED CONTROL OR DISPLAY PRESSURE OR VACUUM RELIEF M
CONTINUATION DRAWING DRAWING CONTINUATION ARROW USED ONLY FOR LINES ENTERING OR LEAVING THE FACE OF THE DRAWING AND/OR SHEET NUMBER ELECTRICAL OR CONTROL SIGNAL NUMBER IDENTIFICATION NUMBER INSTRUMENT MAGNETIC FLOW METER SAMPLE PORT MOTOR FILTER QUICK CONNECT HOSE CONNECTION M
VFD FLT VARIABLE FREQUENCY DRIVE CENTRIFUGAL PUMP XXX DRAWING CONTINUATION ARROW:
PIPE CAP DRY DISCONNECT WITH SHUTOFF HOPPER PIPE FLANGE ROTARY VALVE GATE VALVE EDUCTOR M
XXX XXX BASKET STRAINER BUTTERFLY VALVE IN-LINE SILENCER S
POSITIVE DISPLACEMENT BLOWER MECHANICAL VIBRATOR SCREW CONVEYOR GAUGE VALVE MOTOR OPERATED VALVE METERING PUMP PRESSURE RELIEF VALVE PRESSURE CONTROL VALVE SCROLLING CENTRIFUGE PIPE REDUCER IN-LINE MIXER INSTRUMENT IDENTIFICATION (ISA 5.1 R2009)
DETECTOR MODIFIER HIGH LOW UNCLASSIFIED CONTROL READOUT OR ALARM PASSIVE FUNCTION SENSOR (PRIMARY ELEMENT)
DIFFERENTIAL MODIFIER MEASURED OR INITIATING VARIABLE FIRST-LETTER A
D E
C ANALYSIS CONDUCTIVITY VOLTAGE CONTROL STATION INDICATE LIGHT GLASS, VIEWING DEVICE ORIFICE, RESTRICTION POINT (TEST CONNECTION)
SWITCH TRANSMIT MULTIFUNCTION UNCLASSIFIED MULTIFUNCTION TROUBLE WELL, PROBE SCAN SAFETY X AXIS Y AXIS Z AXIS TIME RATE OF CHANGE G
H I
J K
L N
O P
Q S
T U
X Y
Z W
USER'S CHOICE HAND CURRENT (ELECTRICAL)
POWER TIME, TIME SCHEDULE LEVEL USER'S CHOICE USER'S CHOICE PRESSURE, VACUUM QUANTITY SPEED, FREQUENCY TEMPERATURE MULTIVARIABLE WEIGHT, FORCE UNCLASSIFIED EVENT, STATE OR PRESENCE POSITION, DIMENSION F
FLOW, FLOW RATE RATIO (FRACTION)
SUCCEEDING-LETTERS OUTPUT FUNCTION RELAY, COMPUTE, CONVERT DRIVER, ACTUATOR, UNCLASSIFIED SACK UNLOADER SOLIDS DRUM M
RIBBON BLENDER PINCH VALVE COMPUTER DIALOG/CONTROL FIELD LOCATED SLIDE VALVE AIR COMPRESSOR DIAPHRAGM PUMP S
GRAB SAMPLE 1.
LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT.
NOTES:
TANK VENT WITH BIRD /
INSECT SCREEN TANK VENT PROCESS BOUNDARY BACK-PRESSURE VALVE INSULATION WITH HEAT TRACE SAFETY SHOWER PULSATION DAMPENER FULL PORT DRY DISCONNECT xxx FLOW CONTROL VALVE NEEDLE VALVE COMBINATION VACUUM AND PRESSURE REFIEF VALVE AUTOMATIC DRAIN VALVE REFRIGERATED AIR DRYER OIL / WATER SEPARATOR WET / DRY AIR RECEIVER V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER R RADIATION RECORD RUN INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE OPEN M USER'S CHOICE MIDDLE, INTERMEDIATE USER'S CHOICE USER'S CHOICE USER'S CHOICE B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE CLOSE USER'S CHOICE DEVIATION STOP UNION BALL VALVE V-PORT BALL VALVE LINE NUMBERING:
1-BRS-10000-AS01-HT&I PIPE SIZE:
LINE SERVICE CODE:
TAG SEQUENCE NUMBER:
(BASED ON P&ID NUMBER)
PIPING CLASS CODE:
INSULATION CODE:
LINE SERVICE CODES:
CA COMPRESSED AIR DR DRAIN FW FILTERED WATER GW GROUNDWATER HCL HYDROCHLORIC ACID (37%)
IA INSTRUMENT AIR POTW POTABLE WATER RV RELIEF VENT SVW SERVICE WATER VAP VAPOR WW WASTE WATER WWO WASH/WASTE OIL PIPING CLASS CODES:
1ST CHARACTER - NOMINAL PRESSURE RATING A - CLASS 150 B - CLASS 300 C - CLASS 600 D - CLASS 900 E - CLASS 1500 F - CLASS 125 2ND CHARACTER - GENERAL MATERIAL TYPE A - PVC B - CPVC D - ALLOY 20 E - HASTELLOW F - FRP G - GALVANIZED STEEL H - HDPE J - POLYPROPYLENE K - PVDF (KYNAR)
L - LINED CARBON STEEL M - MONEL N - DOUBLE CONTAINED (PTFE/CPVC)
P - PVC OR CPVC R - ABS S - STAINLESS STEEL T - ALUMINUM 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING
- SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE MATERIAL CLASS 5TH CHARACTER - MODIFIER x - DESIGNATOR INDICATING MODIFICATION NOTE:
NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME.
USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS, EITHER DOE TO CLIENT SPECIFICATIONS AND / OR SPECIAL PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER NUMBER AND USED ONLY FOR THE APPLICABLE PROJECT OF TENDER.
EXAMPLE:
150# CLASS, CARBON STEEL, 2ND CARBON STEEL PIPE MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION INSULATION CODE:
HT&I HEAT TRACE AND INSULATE IAC INSULATION ACCOUSTIC IC INSULATION COLD IH INSULATION HOT IS INSULATION SAFETY N
NONE EYE / FACE WASH PERISTALTIC PUMP WYE STRAINER AIR GAP TABLE)
INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION TABLE) xxx ROTAMETER X
STREAM NUMBER HOPPER TANK SPARGE VESSEL VACUUM RELIEF VALVE OPERATIONAL FLOW HOSE BIB
1 2
3 4
5 6
A B
C D
E F
G H
1 2
3 4
5 6
A B
C D
E F
G H
VFS-EPM-000-DWG-P-100 1
1 E
DESIGN AUTHORITY S MOORE 09/12/2022 VNSFS ENGINEER J WILSON VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER B GARRETT VNSFS PROJECT MANANGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR VFS-EPM-000-DWG-P-100 E
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/8" = 1'-0" PLAN NOT USED.
GENERAL NOTES:
3 0'
4' 8'
16' 24" SCALE FEET 1/8" = 1'-0" LEGEND DOMESTIC WATER LINE SANITARY SEWER LINE PIPE RISER UP PIPE DOWN PIPE DOWN WITH HOSE CONNECTION HOSE CONNECTION POINT MOUNT TO VERTICAL STEEL, TYP 2
RUN WATER MAIN LINE THROUGH WALL. ROUTING AND DROP LOCATIONS TO BE DETERMINED BASED ON EQUIPMENT AND PROCESS NEEDS.
2 TK-302 OR POTW PIPE 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.
2" SVW PIPE 1 1/4" POTW PIPE 2" SVW PIPE ABBREVIATIONS POTW - POTABLE WATER SVW - SERVICE WATER HPR-301 P-305 P-302 POTW PIPE 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.
POTABLE WATER LINE HPR-301
WA URANIUM IX TK-102 EFFLUENT TANK 12,000 GAL TO WEST OUTFALL TO INJECTION BA1 URANIUM IX 1
WA INJECTION SKID (BY BURNS &
MCDONNELL)
TK-101 12,000 GAL WA WELL FIELD FROM WA WELL FIELD 2
FROM HYDROCHLORIC ACID RECYCLE URANIUM TREATMENT SYSTEM SPENT VESSELS P111, SHEET 1 REFILLED VESSELS P111, SHEET 1 TREATED WATER DISCHARGE AND INJECTION SYSTEM 8
1 12 13 P111, SHEET 1 FILTER FILTER ZONE - E8 ZONE - D8 EXCESS WATER ZONE - C8 ZONE - C8 FROM BA1 TANK TK-201 2
TK-106 BACKWASH TANK 9,000 GAL 4
15 7
14 5
6 BA1 INJECTION SKID (BY BURNS & MCDONNELL) 3 TK-105 12,000 GAL 2
TK-1XX SURGE TANK 2,000 GAL P210, SHEET 1 VFS-EPM-000-DWG-P-110 1
2 D
DESIGN AUTHORITY S MOORE 9/14/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-110 D
1 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 URANIUM TRAIN BYPASS IS BUILT INTO SKIDS IN CASE OPERATIONS ARE REQUIRED AFTER INFLUENT < MCL.
DOUBLE-WALLED INFLUENT TANK.
GENERAL NOTES:
1 2
VFS-EPM-000-DWG-P-110 2
2 E
DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-110 E
2 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 Stream #
1 2
3 4
5 6
7 8
12A 13A 14 15 Description WA IX Feed BA1 IX Feed WA Uranium Treatment Effluent to TK-102 WA Uranium Treatment Effluent to Injection Skid BA1 Uranium Treatment Effluent to TK-102 BA1 Uranium Treatment Effluent to Injection Skid Combined Outfall from TK-102 Uranium Treatment Hydrochloric Acid (36%)
WA Refilled Vessels WA Spent Uranium Treatment Vessels Effluent for Backwashing Filter Backflush Parameter Units Liquid Streams Flow gpm 107 100 99 8
82 18 181 195.0 3.4 - 17.7 gpd 35.3 Liquid Concentrations Uranium (total) ppb 159 1215 0
0 0
0 0
0 Suspended Solids ppm (dry) 5 5
0 0
0 0
5.7 0
306 Solid Streams Flow Unused IX Resin cu ft/yr 117 Exhausted IX Resin cu ft/yr 161 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.
12B BA1 Refilled Vessels 13B BA1 Spent Uranium Treatment Vessels 455 331
PROCESS WATER (AS NEEDED FOR RESIN REFILL)
OUTLET NOZZLE REFILL SPARGER EXCESS WATER RIBBON BLENDER RB-301 HPR-302 INERT HOPPER TK-302 HPR-301 TK-303 SCROLLING CENTRIFUGE SC-301 RESIN WASTE DRUM SPENT VESSEL QUEUE SPENT VESSELS FROM BA PROCESS SPENT VESSELS FROM WA PROCESS VESSEL PROCESS 1.
SLUICE SPENT RESIN 2.
SPARGE VESSEL 3.
RECHARGE FRESH RESIN SOLIDS PROCESS 1.
CHARGE INERT HOPPER 2.
LOAD INERT TO RIBBON BLENDER 3.
BLEND IN CENTRIFUGED RESIN 4.
LOAD DRUM 5.
SAMPLE DRUM CENTRIFUGED RESIN REFILLED VESSELS FRESH RESIN WATF P110, SHEET 1 SPENT VESSELS FROM BA1 UIX ZONE - E8 SLUICE SLUICE VESSEL REFILL HOPPER SLUICE WATER TANK EXCESS WATER TANK S
M DEWATERED RESIN RESIN REMOVAL AND PROCESSING SYSTEM P110, SHEET 1 SPENT VESSELS FROM WA UIX ZONE - E8 ZONE - E8 P110, SHEET 1 TO WAA ZONE - E8 P110, SHEET 1 PROCESS WATER 12 13A 13B 30 31 32 1
2 A
B C
SPARGER CONNECTION VENT VSL 1
TO TREATMENT TRAINS VFS-EPM-000-DWG-P111 1
2 D
WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-111 D
1 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SPARE, FILLED VESSELS WILL BE AVAILABLE AND CHANGED OUT SO PROCESS CAN CONTINUE TO OPERATE QUICKLY.
VESSEL HUB ASSEMBLY AND RETENTION SCREENS.
GENERAL NOTES:
1 2
SLUICE NOZZLE INLET:
HOSE "A" CONNECTED FOR SLUICING AND FOR RESIN REFILL.
SLUICE NOZZLE OUTLET:
HOSE "B" CONNECTED FOR SLUICING.
WATER OUTLET:
HOSE "C" CONNECTED FOR WATER REMOVAL.
SLUICE AND REFILL HOSE CONFIGURATION:
A B
C DESIGN AUTHORITY V DAVISON 10/20/21 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER D SMITH VNSFS ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-P-111 2
2 E
DESIGN AUTHORITY V DAVISON 09/14/2022 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-111 E
2 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 Stream #
30 31 32 Description Fresh Resin (Unused)
Inert Packaged Resin Parameter Units Solid Streams Flow 449 617 Unused IX Resin cu ft/yr Exhausted 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.
Inert cu ft/yr Packaged Exhaust IX Resin cu ft/yr 44.9
TK-101 INFLUENT TANK 15,000 GAL WATF BUILDING BOUNDARY LI 101 LIT 101 TK-101 FROM WELL FIELD MOV-101 M
FC LSH 101 TK-103 TK-103 ACID TANK 5,000 GAL LI 103 LIT 103 LAL 103 LDI 103 LDA 2
3 103 SHEET 4 ZONE E8 ACID LDI 101 LDA 101 LAH 101 LAL 101 V-705 V-107 FROM WELL FIELD 4
SHEET 2 ZONE F8 ACID 1
SHEET 2 TO WA TRAIN ZONE E8 101 LAHH 101 LAHHH 103 103 LAH 5
CV-706 V-707 TRUCK FILL V-708 LC LC 101 LALL LSH 103 LSHH TK-104 V-709 NC DRAIN FILL CV-710 EYE / FACE WASH LAH 103 AE TI 100 pH/T AIT 100 6
SHEET 2 AIC-101 ZONE F8 100 103 LI TRUCK FILL LIGHT AND HORN PVRV-103 SET AT MPA (xxx PSIG) 7 MANWAY 2"
(BUILDING INTERIOR) 103 LAHH VNSFS N3 N4 N5 N2 N7 N6 V-100 4" SST 4" FLANGE 4" PVC 4"x3" 1"x1/2" 1"x1/2" 24" MANWAY LDT 104 LDA 104 1" ABS VFD VFD-121 121 SC P-121 PIT 120 GV-120 PIT 121 GV-121 CV-133 V-140 PRV-100 SET AT 150 PSIG X"
FLT MOV-120 M
MOV-122 M
FLT MOV-121 M
MOV-123 M
MOV-111 M
PDIT 121 GV-122 GV-123 V-116 VENT FLT-121 YIC 121 PDIT 122 GV-124 GV-125 V-117 VENT V-103 V-118 V-121 PIT 126 GV-126 121 YI FLT-122 P-121 PUMP BMCD-GWREMED-C006 BMCD N1 BMCD-GWREMED-C006 120 PI 121 PI 121 PAH 121 PAHH LDT 122 FLT-121 FILTER NO 1 FLT-122 FILTER NO 2 4"-GW-11501-AS01-HT&I 2"-HCL-11506-AR01-N 6"-VAP-11500-AR01-N 8
1"-HCL-11507-AR01-N 4"-GW-11502-AS01-HT&I 3"-GW-11504-AA01-N 1/2"-HCL-11508-AR01-N 1/2"-HCL-11509-AR01-N 4"-GW-11503-AA01-N LG 104 OVERFLOW V-328 2"-GW-12501-AA01-N LDA 122 121 XA I5 I4 YI 121 PDI 121 PDI 122 121 PDAH 122 PDAH SHEET 4 YIC-150 ZONE F8 SHEET 2 YIC-100 ZONE F8 10 PROVIDED BY VENDOR PROVIDED BY VENDOR 6"x4" 6" FLANGE MOV-110 M
MOV-124 M
MOV-112 M
PDIT 123 GV-127 GV-129 V-128 VENT FLT-123 FLT V-122 MOV-125 M
MOV-113 M
MOV-114 M
MOV-115 M
PDI 123 123 PDAH P-125 EXCESS WATER RECYCLE ZONE B8 2"
2"x4" FROM EFFLUENT TANK TK-102 VFS-EPM-000-DWG-P-115 SHEET 5 ZONE C1 BACKWASH TANK TK-106 VFS-EPM-000-DWG-P-115 SHEET 3 ZONE C8 SHEET 5 SC-102 ZONE D1 FLT-123 FILTER NO 3 VFS-EPM-000-DWG-P-115 1
5 F
DESIGN AUTHORITY V DAVISON 10/20/21 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA P&ID URANIUM IX TREATMENT VFS-EPM-000-DWG-P-115 F
1 5
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE.
HIGH ALARM SIGNAL SENT TO WELL FIELD HMI.
DETECTED LEAK (LDA-101) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI.
STOP WELL-FIELD PUMPS.
TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR).
PORTABLE SAFETY EYEWASH REQUIRED DURING FILL.
pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE.
CONCRETE BERM WITH EPOXY COAT.
CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING.
PIPING RUN 6"-VAP-11500-AR01-N NOT IN VENDOR SCOPE.
GENERAL NOTES:
1 2
3 4
5 6
7 I1 INTERLOCK LIST:
LDA-100 : FCV-100 CLOSE, P-121 AND P-104 STOP LDA-150 : FCV-150 CLOSE, P-130 AND P-154 STOP LD-132 : P-130 STOP LDA-122 : P-121 STOP LDA-101 OR LSH-101 : MOV-101 CLOSE LDA-103 OR LSH-103: MOV-103 CLOSE I2 I3 8
9 I4 I5 I6 10 DIFFERENTIAL PRESSURE DIFFERENTIAL PRESSURE pH FILTER FILTER CONCEPTUAL DESIGN REVIEW AID
VSL-101 V-101 V-104 VSL-102 V-108 VSL-103 V-112 V-131 DV-101 DV-102 DV-103 DV-104 DV-105 DV-106 V-119 V-120 V-106 V-102 V-105 V-132 SKID BOUNDARY SUMP BOUNDARY ION EXCHANGE SKID 3"
M VSL-101 IX VESSEL POSITION 1 1,062 L RESIN 1,416 L TOTAL VSL-102 IX VESSEL POSITION 2 1,062 L RESIN 1,416 L TOTAL VSL-103 IX VESSEL POSITION 3 1,062 L RESIN 1,416 L TOTAL NO V-122 CV-100 V-124 URANIUM IX WA TRAIN CV-102 V-130 V-110 V-113 NC PI 100 FIC 100 LDA 100 PDI 102 PDI 101 PDI 100 PI 102 PIT 100 PDIT 100 PDIT 101 PDIT 102 PIT 102 CE 101 LDT 100 DRAIN FCV-100 M
YIC 100 TI 101 CI 101 FIT 100 V-115 NC GV-100 NC CIT 101 GV-102 S1-2 S1-3 S1-4 S1-5 AE 101 P-104 P-104 HCl DOSING PUMP AIC 101 TI 101 V-109 MX-101 MX-101 STATIC MIXER pH/T 3" x 2" 3" x 2" 3" x 2" 3" x 2" 3" x 2" 3" x 2" V-127 NO V-129 NO ZONE E8 EFFLUENT TANK TK-102 FC SHEET 5 ZONE C8 WA INJECTION SKID (BMCD)
V-136 SHEET 1 ZONE C1 ACID S1-1 BS-101 SHEET 1 ZONE D1 FROM TK-101 CV-123 102 101 100 PDAH PDAH PDAH NO NC NC NC NC NC NO NO NO NO NO PDI 103 V-137 V-138 PCV-103 100 100 FAH FAHH AIT 101 SHEET 1 AIT-100 ZONE F1 PD-104 ZSC 101 ZSO 101 ZSC 101 ZSO 101 ZSC 102 ZSO 102 ZSC 102 ZSC 102 ZSC 106 ZSO 106 ZSC 106 ZSO 106 ZSO 119 ZSC 119 ZSO 119 ZSC 119 ZSO 120 ZSC 120 ZSO 120 ZSC 120
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL V-1XX ZSC ZSO ZSC ZSO C/T C/T NO SC 104 FLT SAMPLE SAMPLE FOR SAMPLE LOCATIONS S1-2 THROUGH S1-5 FILTER INSTALLED DURING SAMPLING FOR SAMPLE LOCATIONS S1-1 AND S-WAE V-135 NO 100 AAH 100 AAL 100 AAHH 100 AALL 3" PVC 1/2" 1 1/4"x1/2" 4"
4" 3"x4" 3" SST 3" SST 3" PVC NC NC 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" I1 V-111 NC 3/4" x 1/2" 4"x6" 1/2"-HCL-11508-AR01-N 3"-GW-11504-AA01-N 3"-GW-11511-AS01-N 1/2"-HCL-11510-AA01-N 1/2"-DR-11524-AS01-N 1/2"-DR-11528-AS01-N 1/2"-DR-11526-AS01-N 1/2"-DR-11527-AS01-N 4"-GW-11521-AA01-N 4"-GW-11520-AA01-N 3"-GW-11519-AS01-N 3"-GW-11518-AS01-N 3"-GW-11516-AS01-N 3"-GW-11514-AS01-N 3"-GW-11513-AS01-N 3"-GW-11515-AS01-N 3"-GW-11517-AS01-N 3"-GW-11512-AS01-N YS-104 PRV-104 SET AT 150 PSIG 104 PI PROVIDED BY VENDOR 3"-PW-11522-AS01-N 1/2"-DR-11525-AS01-N SHEET 1 SC-121 ZONE F1 100 FAL V-123 NO
SEE DETAIL SHEET 5 VFS-EPM-000-DWG-P-115 2
5 E
DESIGN AUTHORITY V DAVISON 10/2021 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA P&ID URANIUM IX TREATMENT VFS-EPM-000-DWG-P-115 E
2 5
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 VSL-101, VSL-102, AND VSL-103 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS DURING OPERATION. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-101 AS LEAD.
FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500.
NOT USED.
AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-101.
pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0.
VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY.
pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE.
FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST.
GENERAL NOTES:
1 1
1 1
1 1
1 2
2 5
4 6
6 6
VALVE POSITION DETAIL 3
4 5
6
SAMPLE DETAIL
SAMPLE DETAIL 7
7 8
8 SAMPLE PORT SAMPLE PORT SAMPLE PORT SAMPLE PORT FLOW METER SAMPLE PORT pH CONCEPTUAL DESIGN REVIEW AID
TK-105 INFLUENT TANK 12,000 GAL LI 105 LIT 105 TK-105 MOV-105 M
FC LSH 105 LDI 105 LDA 105 LAH 105 LAL 105 SHEET 4 TO BA IX TRAIN ZONE E8 105 LAHH 105 LAHHH 105 LALL N7 24" MANWAY N2 N3 N4 N5 N6 VNSFS 6" FLANGE VFD VFD-130 130 SC P-130 PIT 130 GV-130 PIT 131 GV-131 CV-133 V-131 PRV-130 SET AT 150 PSIG PDIT 131 FLT-131 PDIT 132 PIT 136 GV-136 130 YI FLT-132 P-130 PUMP MOV-130 M
FC YIC 130 3"x4" 4"x3" BMCD N1 V-103 6"x3" 130 PI 131 PI 131 PAH 131 PAHH V-139 FLT-131 FILTER NO 1 FLT-132 FILTER NO 2 3"-GW-21502-AS01-HT&I 3"-GW-21501-AS01-HT&I 3"-GW-21503-AS01-N I6 130 XA YI 131 PDI 131 PDI 132 131 PDAH 132 PDAH SHEET 4 FIC-150 ZONE F8 AE 130 AIT 130 SHEET 4 AIC-201 ZONE F8 TI 130 FLT MOV-131 M
MOV-132 M
FLT MOV-140 M
MOV-141 M
MOV-135 M
GV-132 GV-133 V-134 VENT GV-134 GV-135 V-132 VENT PROVIDED BY VENDOR MOV-134 M
MOV-133 M
MOV-136 M
PDIT GV-136 GV-137 V-135 VENT FLT-133 FLT MOV-142 M
MOV-137 M
MOV-138 M
MOV-139 M
PDI 133 133 PDAH YIC 131 LDT 132 LDA 132 I4 FLT-133 FILTER NO 3 TO EFFLUENT TANK TK-102 SHEET 5 ZONE E8 FROM EFFLUENT TANK TK-102 SHEET 5 ZONE C1 FROM P-230 VFS-EPM-000-DWG-P-215 SHEET 1 V-138 V-137 V-136 TK-106 BACKWASH TANK 9,000 GAL SHEET 5 LIC-102 ZONE F1 TK-106 VFD VFD-140 140 SC P-140 140 YA V-140 140 XA FROM WA FILTER SHEET 1 ZONE E1 V-141 PRV-140 SET AT 150 PSIG V-142 PI 140 SHEET 5 SC-102 ZONE D2 P-140 PUMP LI 106 LAH 106 LAL 106 106 LAHH 106 LALL M
FIT 140 FIC 140 FCV-140 LIT 106 ZONE D1 VFS-EPM-000-DWG-P-115 3
5 F
DESIGN AUTHORITY V DAVISON 10/20/21 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS WATF BURIAL AREA #1 PROCESS P&ID VFS-EPM-000-DWG-P-115 F
3 5
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM.
HIGH ALARM SIGNAL SENT TO WELL FIELD HMI.
DETECTED LEAK (LDA-201) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI.
STOP WELL FIELD PUMPS.
5.
SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST.
GENERAL NOTES:
1 2
3 2
3 4
4 1
pH CONCEPTUAL DESIGN REVIEW AID
VSL-151 V-151 V-154 VSL-152 V-158 VSL-153 V-162 V-180 DV-151 DV-152 DV-153 DV-154 DV-155 DV-156 V-169 V-150 V-157 V-152 V-155 V-159 SKID BOUNDARY SUMP BOUNDARY ION EXCHANGE SKID 3"
M VSL-151 IX VESSEL POSITION 1,062 L RESIN 1,416 L TOTAL VSL-152 IX VESSEL POSITION 1,062 L RESIN 1,416 L TOTAL VSL-153 IX VESSEL POSITION 1,062 L RESIN 1,416 L TOTAL V-181 NO V-172 CV-150 V-174 URANIUM IX BA1 TRAIN CV-152 SHEET 5 V-182 V-170 V-163 NC PI 150 FIC 150 LDA 150 PDI 152 PDI 151 PDI 150 PI 152 PIT 150 PDIT 150 PDIT 151 PDIT 152 PIT 152 CE 151 LDT 150 DRAIN FCV-150 M
FC YIC 150 TI 151 CI 151 FIT 150 V-165 NC GV-150 NC NC NC CIT 151 GV-152 S2-2 S2-3 S2-4 S2-5 1
1 1
ZONE E8 AE 151 P-154 P-154 HCl DOSING PUMP AIC 150 TI 151 MX-151 MX-151 STATIC MIXER pH/T 3" x 2" 3" x 2" 3" x 2" 3" x 2" 3" x 2" 3" x 2" V-177 NO FROM TK-103 SHEET 1 ZONE C1 ACID 2
SHEET 3 ZONE D1 S2-1 BS-102 V-179 AIT 151 V-156 PCV-153 SC 154 150 FAH 150 FAHH PDI 153 C/T C/T ZSC 151 ZSO 151 ZSC 151 ZSO 151 ZSC 152 ZSC 152 ZSO 152 NO NC ZSC 157 ZSO 157 ZSC 156 ZSO 156 NC NC ZSO 169 4
5 ZSC 169 ZSO 169 ZSC 169 NC ZSO 150 ZSC 150 NO SHEET 3 AIT-130 ZONE F1
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL PD-154 V-1XX ZSC ZSO ZSC ZSO 8
FLT SAMPLE SAMPLE FOR SAMPLE LOCATIONS S2-2 THROUGH S2-5 FILTER INSTALLED DURING SAMPLING FOR SAMPLE LOCATION S2-1 AAH AAL AAHH 150 AALL 150 150 150 1 1/4"x1/2" 3" PVC 1/2" 1/2" 3" PVC 3" SST 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" 3"
3" 3"
NC I2 V-183 NC 3/4" x 1/2" 1/2"-HCL-11509-AR01-N 3"-GW-11505-AA01-N 3"-GW-11530-AS01-N 1/2"-HCL-11529-AA01-N 1/2"-DR-11542-AS01-N 1/2"-DR-11546-AS01-N 1/2"-DR-11544-AS01-N 1/2"-DR-11545-AS01-N 3"-GW-11538-AS01-N 3"-GW-11539-AA01-N 3"-GW-11537-AS01-N 3"-GW-11535-AS01-N 3"-GW-11533-AS01-N 3"-GW-11531-AS01-N 3"-GW-11532-AS01-N 3"-GW-11534-AS01-N 3"-GW-11536-AS01-N PRV-154 SET AT 150 PSIG PI 154 V-178 YS-154 3"-PW-11540-AS01-N 1/2"-DR-11543-AS01-N SHEET 3 SC-130 ZONE F1 150 FAL V-153
SEE DETAIL CV-153 TO EFFLUENT TANK TK-102 PROVIDED BY VENDOR V-184 3" SST V-1XX VFD VFD-1XX 1XX SC PUMP 1XX YI 1XX XA ZONE E8 V-1XX FIT 1XX 1XX FIC ZSO 152 ZSO 150 ZSC 150 VFS-EPM-000-DWG-P-215 SHEET 2 TO EFFLUENT TANK TK-202 VNSFS BMCD TANK VFS-EPM-000-DWG-P-115 4
5 C
DESIGN AUTHORITY S MOORE 9/12/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS WATF BURIAL AREA #1 P&ID URANIUM IX TREATMENT VFS-EPM-000-DWG-P-115 C
4 5
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 VSL-151, VSL-152, AND VSL-153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS UPON LOADING WITH URANIUM. NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR VSL-151 AS LEAD.
FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500.
NOT USED.
AE-151 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-151.
pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM, pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LCI = 0.
VENT, SLUICE, SPARGER, AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY.
NOT USED.
FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS.
9.
SEE SHEET 1 FOR INTERLOCK LIST.
GENERAL NOTES:
1 1
1 1
2 3
4 5
6
VALVE POSITION DETAIL
SAMPLE DETAIL
SAMPLE DETAIL 7
8 6
6 6
SAMPLE PORT SAMPLE PORT SAMPLE PORT SAMPLE PORT FLOW METER SAMPLE PORT pH CONCEPTUAL DESIGN REVIEW AID
FROM WA TRAIN TREATMENT LIT 102 TK-102 V-301 TO WEST OUTFALL 001 V-305 WA INJECTION SKID (BMCD)
TO INJECTION FROM BA TRAIN SHEET 4 TK-102 EFFLUENT TANK 15,000 GAL V-303 PI 311 ZONE D1 LIC 102 LAL LAH LALL 102 102 102 S-WAE M
FIT 103 FQI 103 102 LAHH WATF BUILDING BOUNDARY (BUILDING INTERIOR)
V-306 CV-128 4" PVC 4" PVC 4" SST N1 N6 N4 N3 N5 N7 N2 24" MANWAY 2" SST BMCD 6" FLANGE VNSFS BMCD VNSFS 4" FLANGE 3
BMCD-GWREMED-C102 BMCD-GWREMED-C103 BMCD-GWREMED-C107 (2" FLANGE)
YIC 103 4"-GW-11521-AA01-N 4"-CW-11520-AA01-N 4"-FW-11547-AS01-HT&I 2"-FW-11549-AS01-HT&I 2
4"x2" FCV-103 M
YIC 102 FAH 103 103 FAHH FC PRV-302 SET AT XXX PSIG 4"x6" FCV-104 M
FC FROM WA TRAIN SHEET 2 ZONE C1 SHEET 2 ZONE D1 FROM BACKWASH TANK TK-106 SHEET 3 ZONE B1 SHEET 3 SC-140 ZONE D8 VFD VFD-102 102 SC P-102 102 YI 102 XA V-307 P-102 PUMP PRV-301 SET AT 150 PSIG V-308 M
FIT 104 FIC 104 FCV-104 PIT 310 SHEET 1 TO WA FILTERS ZONE E1 SHEET 3 TO BA FILTERS ZONE F8 PI 310 SHEET 1 YIC-121 ZONE E3 SHEET 3 YIC-131 ZONE F1 VFS-EPM-000-DWG-P-115 5
5 C
DESIGN AUTHORITY S MOORE 9/14/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA P&ID URANIUM IX TREATMENT VFS-EPM-000-DWG-P-115 C
5 5
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE FLAG NOTE 1 ON SHEET 1.
SEE SHEET 2 FOR *** SAMPLE DETAIL.
FLOW METER SIGNAL FROM BMCD INJECTION SKID SENT FOR IX HMI TO CONTROL FCV-104.
4.
SEE SHEET 1 FOR INTERLOCK LIST.
GENERAL NOTES:
1 2
3 SAMPLE PORT CONCEPTUAL DESIGN REVIEW AID
F 6
E D
C B
5 4
VFS-EPM-000-DWG-G-120 1
1 C
DESIGN AUTHORITY S MOORE 11/08/2019 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY GEN. ARRANGEMENT SPENT RESIN HANDLING VFS-EPM-000-DWG-G-120 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ACCESS FOR CLEAN BULK MATERIAL DELIVERIES.
ACCESS FOR SPENT RESIN.
3.
FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIFICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING VFS-EPM-000-DWG-C-150.
GENERAL NOTES:
1 HPR-301 DRUM LIFT TK-302 RIBBON BLENDER RB-301 CENTRIFUGE C-301 INERT HOPPER HPR-302 TK-303 P-305 P-302 V-317 SCALE:
SPENT RESIN HANDLING - PLAN 1/4" = 1'-0" 2
B G-121-1 G-121-1 A
FORKLIFT (FOR REFERENCE) 1 2
SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12' (35'-2 1/2")
2"-SVW-12501-AA01-N G-121-2 C
D G-121-3 P-301 P-303 V-318 FIT-303 BS-301 V-312 V-310 BOLLARD TYP 4
4
Level 1 0' - 0" Level 2 20' - 0" Mezzanine Level 10' - 6" 6
5 4
Level 1 0' - 0" Level 2 20' - 0" Mezzanine Level 10' - 6" F
E D
VFS-EPM-000-DWG-G-121 1
3 D
DESIGN AUTHORITY S MOORE 10/17/21 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATEMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-000-DWG-G-121 D
1 3
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/4"=1'-0" G-120 A
SECTION SCALE: 1/4"=1'-0" G-120 B
SECTION SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12' 10' 8'
2"-SVW-12501-AA01-N 2"-SVW-12501-AA01-N TK-302 TK-303 P-301 V-318 V-314 P-303 V-317 FI-301 V-316 RB-301 TK-303 V-314 HPR-302 C-301 HPR-301 1.
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.
DRUM LIFT NOT SHOWN.
GENERAL NOTES:
2 2
C-301 HPR-301
Level 1 0' - 0" Level 2 20' - 0" Mezzanine Level 10' - 6" 5
VFS-EPM-000-DWG-G-121 2
3 B
DESIGN AUTHORITY S MOORE 10/17/21 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATEMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-000-DWG-G-121 B
2 3
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/2"=1'-0" G-120-1 C
SECTION RB-301 C-301 HPR-301 1.
SEE DRAWING SHEET 1 FOR GENERAL NOTES.
NOTES:
SPENT VESSEL FIT-303 CV-302 BS-301 HPR-302 P-305 P-302 1 1/2"-SVW-12510-AA01-N 1 1/2"-SVW-12511-AA01-N V-313 V-327 CONNECTION TO H-301, 2" PROCESS OUTLET 2"-SVW-12504-AA01-N V-322 2"-SVW-12502-AA01-N V-308 FI-304 2"-SVW-12501-AA01-N V-315 V-328 1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET MEZZANINE RAILS NOT SHOWN FOR CLARITY
Level 1 0' - 0" Level 2 20' - 0" Mezzanine Level 10' - 6" E
D VFS-EPM-000-DWG-G-121 3
3 B
DESIGN AUTHORITY S MOORE 10/17/21 VNSFS ENGINEER E LLOYD VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATEMENT FACILITY SPENT RESIN HANDLING SECTIONS VFS-EPM-000-DWG-G-121 B
3 3
AS SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1/2"=1'-0" G-120-1 D
SECTION V-314 HPR-302 C-301 1.
SEE DRAWING SHEET 1 FOR GENERAL NOTES.
NOTES:
1/2" = 1'-0" 0'
1' 2'
4' 6'
SCALE FEET MEZZANINE RAILS, DRUM LIFT, AND FORKLIFT NOT SHOWN FOR CLARITY TK-303 P-305 V-322 2"-SVW-12501-AA01-N CONNECTION TO H-301, 2" PROCESS OUTLET SPENT VESSEL HPR-301 V-320 V-326 CONNECTION TO H-302 V-327 V-311 V-313 V-312 1 1/2"-SVW-12510-AA01-N FIT-303 CV-302 V-315 V-328 CONNECTION TO H-303
HPR-301 C-301 TK-302 P-302 P-305 V-308 V-310 V-312 V-311 V-314 V-315 V-317 TK-303 V-318 RB-301 P-303 VFD ABSORBENT HPR-302 WATF SPENT VESSEL H-301 H-302 H-303 P-302 OUTLET PUMP HPR-301 VESSEL REFILL HOPPER 150 GAL P-305 SLUICE PUMP C-301 CENTRIFUGE TK-303 EXCESS WATER TANK 550 GAL RB-301 RIBBON BLENDER P-303 SLUICE PUMP TK-302 SLUICE WATER TANK 550 GAL HPR-302 INERT HOPPER LI LIT 303 LI LIT 302 FRESH RESIN CV-301 CV-302 V-319 H-304 LAH YC 321 LAL 303 YI 303 SC P-115 SHEET 1 ZONE E1 TO URANIUM IX 301 V-320 V-322 LAH H-305 LAL M
FIT 303 303 FI 2" PROCESS INLET FI PROCESS WATER PI 301 302 FI 323 FI 321 FI V-325 NC V-326 V-327 H-306 SPARGER CONNECTION 303 303 303 PI 303 BS-301 PDI 301 302 302 302 307 FI FROM CMPR-400 P-400 SHEET 1 ZONE E2 2"
6" KNIFE VALVE 2"
2" 2"
6"x1 1/2" 2"
3/4" 2"
1" 1 1/2" 2"
1 1/2"-SVW-12510-AA01-N 1 1/2" 1 1/2" 2"
2" V-309 RESIN PROCESS AREA P-500 SHEET 1 V-313 1 1/2"x1 1/4" 2" PROCESS OUTLET VFD 301 YI 301 SC P-301 8" KNIFE VALVE 10" KNIFE VALVE P-301 EXCESS WATER PUMP S
IA SV YC XV HS PI PCV DIAPHRAGM PUMP DETAIL VFD-301 VFD-303 2"-SVW-12501-AA01-N 2"-SVW-12502-AA01-N 2"-SVW-12506-AA01-N FCV-302 2"-SVW-12503-AA01-N 2"-SVW-12505-AA01-N 1"-SVW-12507-AA01-N FCV-307 FCV-321 FCV-323 1"-SVW-12508-AA01-N 1 1/2"-SVW-12511-AA01-N 2"x1 1/2" 2"x1 1/2" 1 1/2"-SVW-12512-AA01-N 2"-SVW-12509-AA01-N 2"x1 1/2" 2"-SVW-12504-AA01-N 304 FI 2"x1" ZONE C4 NOTE: FOR IA ON P-305 SEE P-400 HOSE / NOZZLE FOR RINSING RESIN DRUMS SOLIDS DRUM SPARGER VENT V-328 2"x1" M
YI 306 M
VFD SC 306 V-316 YI 307 M
VFD SC 307 VFD-307 VFD-306 VFS-EPM-000-DWG-P-125 1
1 D
DESIGN AUTHORITY S MOORE 11/12/2019 VNSFS DRAFTING CHECKER V DAVISON VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER D SMITH VNSFS PROJECT MANAGER E LLOYD VNSFS WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING VFS-EPM-000-DWG-P-125 D
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 HIGH ALARM PUMP OUT TK-303 (OPERATOR ACTION).
OPERATIONS IN THE RESIN PROCESS AREA ARE CONTROLLED LOCALLY.
LONG RADIUS FITTINGS TO BE USED FOR LINES CARRYING RESIN.
PORT FOR MANUAL ADDITION OF SAMPLE PURGE WATER.
ADD CLEAR SECTION TO PIPE WORK FOR OBSERVATION OF SLUICING PROCESS.
REFER TO DIAPHRAGM PUMP DETAIL FOR INSTRUMENT AIR SUPPLY TO P-302 AND P-305.
GENERAL NOTES:
1 2
1 2
4 3
3 3
4 5
5 6
6 6
6
12'-5" 21'-9" F
E D
C VFS-EPM-000-DWG-S-120 1
5 B
WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - PLAN VFS-EPM-000-DWG-S-120 B
1 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
REMOVABLE RAILING SECTION FOR DRUM DUMPER OPERATION.
REMOVABLE RAILING FOR FORK LIFT/PALLET PLACEMENT.
NOTES:
SCALE:
MEZZANINE - PLAN 1/4" = 1'-0" 2
S-120-3 1
S-120-2 SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12' SPENT RESIN HANDLING MEZZANINE STAIRS 2
3 3
2 DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
7'-1 3/4" 5'-6 3/4" 6'-6 3/4" 3'-11 3/4" 3'-9" 3'-6" 4'-2" 2'-9" VFS-EPM-000-DWG-S-120 2
5 B
WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - FRAMING VFS-EMP-000-DWG-S-120 B
2 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE: 1"=1'-0" S-120-1 1
MEZZANINE FRAMING DETAIL (TOS +10'-6")
D S-120-4 TYP W10X19 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
2.
SEE VFS-EPM-000-DWG-S-110-1 FOR BASE PLATE LOCATIONS.
3.
ALL BRACES ARE L3x3x1/4. SEE DETAILS ON SH 5 FOR ANGLE.
4.
SEE SHEET 5 FOR ALL CONNECTION DETAILS.
5.
SEE SHEET 1 FOR REMOVABLE GUARDRAILS.
NOTES:
SCALE FEET 1" = 1'-0" 0'
6" 1'
2' 3'
CL CL CL CL CL CL CL CL CL CL W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W10X19 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 BRACE DOWN BRACE DOWN HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" HSS6"x6" BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN BRACE DOWN DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
B D
14'-2" RUN 17 EQUAL SPACES MEZZANINE UP 10'-7 1/2" RISE 18 EQUAL SPACES GROUND FLOOR TOC 0'-0" MEZZANINE LEVEL TOD 10'-7 1/2" TOS 10'-7" SCALE: 3/4"=1'-0" S-120-1 2
STAIR DETAIL A
C F
S-120-4 SCALE:
RISE AND RUN DETAIL 3/4" = 1'-0" S-120-4 S-120-4 S-120-4 S-120-4 S-120-4 E
VFS-EPM-000-DWG-S-120 3
5 B
WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS VFS-EPM-000-DWG-S-120 B
3 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 C12X20.7 C12X20.7 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
NOTES:
OPP DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
TOP OF DECK 3'-6" 1 1/2" DIA SCH 40 PIPE RAILS, TYP 1 1/2" DIA SCH 40 PIPE POST, LOCATE POST AS SHOWN ON PLAN OR AT 8'-0" C/C MAX SPACING 4"x1/4" TOEBOARD, WELD TO POSTS, 1/4" ABOVE TOD 4"
MIN 4"
MIN 3/8" WELD PLATE 1'-9" 1'-9" DIA SPHERE TOP OF DECK 4"
MIN 4"
MIN 3/8" WELD PLATE W PER PLAN C PER PLAN W PER PLAN 1 1/2" DIA SCH 40 PIPE RAILS, TYP 1 1/2" DIA SCH 40 PIPE POST, LOCATE POST AS SHOWN ON PLAN OR AT 8'-0" C/C MAX SPACING 4"x1/4" TOEBOARD, WELD TO POSTS, 1/4" ABOVE TOD 3'-6" 1/2" SQUARE STEEL BAR AT 4" C/C 1 1/4" DIA SCH 40 HAND RAIL 6"
2'-3" 3/16 30° MIN 50° MAX 11" 1'-0" (FAR SIDE) 2'-10" MAX 2'-6" MIN 1'-0" (FAR SIDE) 1'-0" 1'-9" DIA SPHERE TYP NOSING LINE STRINGER PER PLAN CLEARANCE FROM OBSTRUCTIONS LIMITS LINE, TYP TREAD 11" MAX 8" MIN RISER 7" MAX 4" MIN 1'-1" 1'-9" VERTICAL GUIDE LINE 7'-0" CLEARANCE REQUIRED GUARDRAIL METAL GRATING, PER PLAN HSS CHANNEL PER PLAN (2) 3/4" DIA BOLTS, TYP EACH LEG 1" TREAD RISE 1"
NOSING 5/8" EXPANSION ANCHOR WITH STANDARD EMBEDMENT TREADS, TYP 1/4" PLATE x STRINGER FLANGE WIDTH 3/16 3/8"x6" PLATE (2) 3/8" DIA BOLTS TYP EACH SIDE DRILL 7/16" DIA HOLE 11" RISE METAL GRATING PER PLAN STRINGER PER PLAN 1"
NOSING TREADS, TYP 3 1/2"x3 1/2"x1/4"x6" LONG PLATE WITH (2) 5/8" DIA BOLTS, TYP W BEAM PER PLAN 6"
3" EQ EQ 10'-6" SCALE: NTS S-120-3 A
SECTION TOC OR GRADE TOD
TYP, FIELD OR SHOP SCALE: 1"=1'-0" S-120-3 B
SECTION 1/4 1/4 1/4 SCALE: 1"=1'-0" S-120-3 C
SECTION NOTE:
1.
METAL TREAD STAIR (AT FINISHED FLOOR).
STRINGER PER PLAN SCALE: 1"=1'-0" S-120-2, 3 D
SECTION 1/4 1/4 1/4 W PER PLAN W PER PLAN C PER PLAN SCALE: 1"=1'-0" S-120-3 E
SECTION SCALE: 1"=1'-0" S-120-3 F
SECTION 3/16 3/16 4
4 4"
MIN 2" DIA SCH 40 PIPE SLEEVE 1/8"x1" BAR WELDED TO BOTTOM OF PIPE C PER PLAN 1/8 VFS-EPM-000-DWG-S-120 4
5 B
WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS VFS-EPM-000-DWG-S-120 B
4 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
NOTES:
DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
1/4 1 1/2" 1 1/2" TYP 3"
TYP W10 W12 W14 W16 SUPPORTED BEAM SIZE W18 W21 W24 W36 2
3 3
4 NUMBER OF 3/4" DIA BOLTS 5
6 7
10 3"
2 1/2" AT W8 NUMBER OF BOLTS PER TABLE,
Ø13/16" HOLES 1/2"x3 1/2" PLATE W8 2
1/4 1 1/2" TYP 1/2" 3/16 3/16 HSS COLUMN SCALE:
BEAM TO COLUMN CONNECTION, TYP 1" = 1'-0" SCALE:
BEAM CONNECTION, TYP 1" = 1'-0" TOS BRACE BEAM COLUMN SCALE:
BRACE TO BEAM/COLUMN CONNECTION - TYP 1" = 1'-0" 1/2" PLATE, TYP
COLUMN 1 1/2" MAX TYP BRACE SCALE:
BRACE TO BASE PLATE CONNECTION 1" = 1'-0"
1/4 1/4 1/2" PLATE, TYP b
7" d
BRACE a
1 1/2" 3"
1 1/2" 3.4-36 7 1/2"
15 1/2" DEG
a b
NOTES 21-22 8"
20" 15-16 8"
31" HORIZONTAL LEG BOTTOM 29,33,35.5 9"
16" NUMBER OF BOLTS PER TABLE,
Ø13/16" HOLES 1/2"x3 1/2" PLATE 1 1/2" TYP 3"
TYP 3"
2 1/2" AT W8 1 1/2" 1 1/2" TYP 1/2" 1 1/2" TYP 3"
TYP 3"
1/2" c
MIN d
c MIN a
b
f e
1" 3"
21.6 21.5 6.5 DEG
a b
NOTES 29 13.25 7.0 33 11.25 8.0 35 11.5 9.5 1.5 c
1.5 1.5 1.5 0.75 d
1.0 1.5 2.25 7 1/2" e
8" 8"
9" 7 1/2" f
8" 8"
9" W10 BEAM 15.5 32.75 6.5 2.75 0.75 9"
9" W12 34-35 12.5 11.0 1.5 3.0 9"
9" 36 11.25 11.0 1.5 3.0 9"
9" W12 W12 W10 W10 W10 1 1/2" 3"
1 1/2" NOTES:
1.
THE PURPOSE OF THE WHITMORE STRESS BLOCK IS TO ENSURE A PLASTIC HINGE WILL FORM IN THE BRACE CONNECTION GUSSET PLATE DURING AN EXTREME SEISMIC EVENT. IN ORDER TO ACHIEVE THIS, NO ELEMENTS MAY BE ATTACHED TO THE GUSSET PLATE WITH IN THE WHITMORE STRESS BLOCK.
2.
THE WORK POINT TO WORK POINT DISTANCE FOR SPECIAL CONCENTRIC BRACED FRAME CONNECTIONS SHALL BE ESTABLISHED BY ENSURING THAT THE VERTEXES OF THE TRIANGLES SHOWN ON THE DETAIL ARE COINCIDENT WITH ADJACENT MEMBERS.
3.
IF THE VERTEX OF A STRESS BLOCK DOES NOT COINCIDE WITH A COLUMN, A STIFFENER PLATE SHALL BE PROVIDED THAT EXTENDS FROM THE VERTEX OF THE WHITMORE STRESS BLOCK TO THE ADJACENT COLUMN WEB AND FLANGES.
4.
UNO, USE AWS D1.1 FOR MINIMUM WELD REQUIREMENTS.
5.
UNO, USE AISC 14TH EDITION FOR MINIMUM EDGE MARGINS.
SCALE:
BP1 - BASE PLATE DETAIL 3/4" = 1'-0" SEE NOTE 1 1/2" TYP 1 1/2" TYP 3"
TYP TYP BRACE GUSSET PLATE 1 1/2" PLATE 1 1/2" TYP (6) 1" DIA ANCHOR RODS 1/4 NOTE:
1.
BASE PLATE DIMENSION SHALL ACCOMMODATE BRACE CONNECTOR PLATE LENGTH.
2.
SEE VFS-EPM-000-DWG-S-110-01 FOR BP1 LOCATIONS.
VFS-EPM-000-DWG-S-120 5
5 B
WESTERN AREA TREATMENT FAC. SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS VFS-EPM-000-DWG-S-120 B
5 5
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
NOTES:
DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-C-201 1
1 B
CIVIL SYMBOLS, NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-C-201 B
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES.
2.
CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING STRUCTURES, MONUMENTS AND FACILITIES UNLESS OTHERWISE NOTED ON THE PLANS. ANY EXISTING STRUCTURES, MONUMENTS, OR FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL AT CONTRACTOR'S EXPENSE.
3.
ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE.
4.
SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK.
5.
IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES LOCATE PROVIDER TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
6.
EROSION AND SEDIMENT CONTROL BMP'S INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES.
7.
CONTRACTOR SHALL MAINTAIN CONSTRUCTION REDLINES TO DOCUMENT AS-BUILT CONDITION.
REDLINES WILL BE AVAILABLE FOR ENGINEERING REVIEW AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION ACTIVITIES REDLINES SHALL BE DELIVERED TO ENGINEER.
GENERAL NOTES:
LEGEND:
ABBREVIATIONS:
E FO BFP ELECTRICAL CONDUIT/CABLE COMMUNICATION CONDUIT/CABLE FIBER OPTIC CABLE SANITARY SEWER LINE FENCE LINE GRADE BREAK CONCRETE TRUEGRID PERMABLE PAVERS GRAVEL ELECTRICAL POLE DOMESTIC WATER VALVE BACK FLOW PREVENTER W
DOMESTIC WATER LINE SITE ELECTRICAL NOTES COMMUNICATION NOTES SANITARY SEWER NOTES DOMESTIC WATER NOTES FIRE HYDRANT COMPACTED SOIL OR STRUCTURAL FILL ANGULAR STONE BMP BEST MANAGEMENT PRACTICES EL ELEVATION EP EDGE OF PAVEMENT FG FINISHED GRADE FF FINISHED FLOOR GB GRADE BREAK LF LINEAR FEET R
RADIUS RG ROUGH GRADE TOE TOE OF SLOPE TOF TOP OF FOUNDATION TOP TOP OF SLOPE I
SAN X
DESIGN AUTHORITY S MOORE 10/14/21 VNSFS ENGINEER D NELSON WDG DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
23.63' 32.68' (10.5')
27.5' (10.5')
(47')
7.5' 8.9' 28.25' 22.11' VFS-EPM-000-DWG-C-210 1
1 G
BURIAL AREA #1 SITE PLAN VFS-EPM-000-DWG-C-210 G
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:
GRAVEL SECTION NONE 8" CRUSHED AGGREGATE COMPACTED SUBGRADE 1.
SEE VFS-EPM-000-DWG-C-201 FOR CIVIL NOTES.
2.
SEE VFS-EPM-000-DWG-G-200 FOR GENERAL EQUIPMENT ARRANGEMENT AND PIPING.
3.
SEE VFS-EPM-000-DWG-C-220 FOR SITE UTILITY PLAN. SEE BMCD-GWREMED-C006 AND BMCD-GWREMED-C008.
4.
SEE VFS-EPM-000-DWG-S-201 FOR STRUCTURAL NOTES.
ROAD FINISH IS TO MATCH NEW SURFACE CONDITIONS, SEE SECTION B FOR DETAILS..
GENERAL NOTES:
TK-201 DOUBLE WALL INFLUENT TANK TK-202 SINGLE WALL EFFLUENT TANK GRAVEL SECTION Feet 0
10 20 SCALE:
SITE PLAN 1" = 10'-0" EXISTING ROAD TRUEGRID PRO PAVING GRAVEL SECTION FENCE LINE 1.
FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF GEI WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT.
NOTES:
WOVEN 315 GEOTEXITLE FABRIC 3
S-210-2 3
S-210-2 1
C-230 BOLLARD TYP.
3 C-230 SCALE:
TRUEGRID PRO PAVING SECTION NONE 1-1/2" TRUEGRID MACK PERMEABLE PAVING SYSTEM 8" SUB-BASE WITH 3/4" TO 1" CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL 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 NOTES:
1 C-230 TRUCK GATE 2
C-230 PERSONNEL GATE CONCRETE PAD FOR PUMP 9' X 6' (NO CURB) 4 C-230 5
5 INJECTION SKID FENCE LINE FENCE LINE 2
C-230 PERSONNEL GATE CONCRETE PAD FOR INJECTION SKID 10.5' X 47' 1
S-210-1 DESIGN AUTHORITY S MOORE 9/14/2022 VNSFS ENGINEER D NELSON WDG DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS (DIESEL GENERATOR)
CONCRETE PAD 10' X 5' (NO CURB)
PUMP SKID 4
C-230 CONCRETE PAD FOR PUMP 10.5' X 6' (NO CURB) 4 C-230
VFS-EPM-000-DWG-C-220 1
1 D
BURIAL AREA #1 SITE UTILITY PLAN VFS-EPM-000-DWG-C-220 D
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SITE ELECTRICAL NOTES:
1 ELECTRICAL CONNECTION AT EXISTING POLE AND POLE MOUNTED TRANSFORMERS BY OTHERS.
METERING RACK AND DISCONNECT SWITCHES PROVIDED BY OTHERS. POINT OF CONNECTION FOR PUMP POWER IS AT LOAD SIDE OF DISCONNECT SWITCH.
2 1
2 SITE COMMUNICATION NOTES:
COMMUNICATION PULL BOX. DESIGN AND INSTALLATION BY OTHERS.
CONNECT FIBER OPTIC CABLE TO POWER DISTRIBUTION RACK.
DESIGN OF CONDUIT AND FIBER OPTIC CABLE BY OTHERS.
1 2
2 1.
ALL SOIL COMPACTION REQUIREMENTS SHALL BE DETERMINED BY GEOTECHNICAL INVESTIGATION.
2.
ALL STRUCTURAL FILL SHALL MEET GEOTECHNICAL ENGINEERS REQUIREMENTS.
3.
COMMUNICATION AND ELECTRICAL LINE FOR INJECTION SKID NOT SHOWN. DESIGN BY OTHERS.
4.
CONSTRUCTION OF ALL SITE UTILITIES SHALL CONFORM TO LOCAL JURISDICTION REQUIREMENTS AND APPROVED CONSTRUCTION SPECIFICATIONS.
5.
COORDINATE WITH BMCD-GWREMED-C006 FOR UTILITIES AND PROCESS LINE INTERFACE.
GENERAL NOTES:
Feet 0
10 20 SCALE:
SITE PLAN 1" = 10'-0" 1
INJECTION SKID TK-202 TK-201 VNSFS BMCD VNSFS OTHER EDGE OF DRIVING SURFACE DIESEL GENERATOR DESIGN AUTHORITY S MOORE 08/03/22 VNSFS ENGINEER D NELSON WDG DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS FO FO FO
10'-0" TYP 10'-0" 3'-0" TYP 12" ROUND TYP 2'-6" TYP 1'-6" 6"
3'-0" 3'-0" 1'-6" 4"
3" 3"
CLR 6"
AS SHOWN ON CIVIL LAYOUTS AS SHOWN ON CIVIL LAYOUTS 8"
6" 4'-0" 3'-0" TYP 12" ROUND TYP 2'-6" TYP VFS-EPM-000-DWG-C-230 1
1 C
BURIAL AREA #1 CIVIL DETAILS VFS-EPM-000-DWG-C-230 C
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:
CHAIN-LINK FENCE WITH GATE DETAIL 1
C-210 NONE SCALE:
EXTERIOR BOLLARD DETAIL 3
C-210 NONE CONCRETE ALL AROUND STEEL CAP PLATE 1/2" REFLECTIVE TAPE, TYP 6" STEEL PIPE SCHEDULE 80 PIPE FILL WITH CONCRETE AND PAINT WITH "HIGHLY VISIBLE" COLOR GRADE PULL POST FABRIC BAND (TYP)
STRETCHER BAR (TYP)
TENSION WIRES TENSION WIRE HOG RINGS ~ SPACED
@ 24" (IN) MAX (TYP)
GATE POST (TYP) ~ 3 1/2" (IN)
DIA (NOM., SCH. 40)
TRUSS ROD (TYP)
TIE WIRES (TYP) ~
SPACED @ 14" (IN) MAX MATCH FENCE SELVAGE (TYP)
TOP HINGE ~ 180° SWING (TYP)
CHAIN LINK FENCE FABRIC MATCH FENCE SELVAGE (TYP)
BOTTOM HINGE ~
180° SWING (TYP) 1.
SEE VFS-EPM-000-DWG-C-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
GENERAL NOTES:
SCALE:
MISCELLANEOUS EQUIPMENT PAD 4
C-210 NONE A
TOP HINGE ~ 180° SWING, TYP BOTTOM HINGE ~
180° SWING (TYP)
GATE POST (TYP) ~ 3 1/2" (IN)
DIA (NOM., SCH. 40)
TRUSS ROD (TYP)
TIE WIRES (TYP) ~
SPACED @ 14" (IN) MAX SCALE:
PERSONNEL GATE DETAIL CHAIN-LINK FENCE WITH 2
C-210 NONE SCALE:
SECTION A
NONE BROOM FINISH WITH 1/4 TO 12 SLOPE
4 REBAR AT 18" EA WAY CURB WATER STOP
5 REBAR ALL AROUND
5 DOWEL AT 18" OC CURB (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS)
DESIGN AUTHORITY S MOORE 10/14/21 VNSFS ENGINEER D NELSON WDG DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-E-201 1
1 C
ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS VFS-EPM-000-DWG-E-201 C
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 CORD & PLUG/RECEPTACLE SYMBOLS:
ONE-LINE CONDUCTOR/CONDUIT LINES:
ABBREVIATIONS:
A AMPERES BA1 BURIAL AREA 1 CBL CABLE CKT CIRCUIT CTRL CONTROL DP DISTRIBUTION PANEL DS DISCONNECT SWITCH EGC EQUIPMENT GROUNDING CONDUCTOR F.O.
FIBER OPTIC FVNR FULL VOLTAGE NON REVERSING G
GROUND GEC GROUNDING ELECTRODE CONDUCTOR GES GROUNDING ELECTRODE SYSTEM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GND GROUNDING CONDUCTOR HMI HUMAN MACHINE INTERFACE HP HORSE POWER HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ I/O INPUT/OUTPUT IX ION EXCHANGE KV KILO-VOLT KVA KILO-VOLT AMPERES KW KILO-WATT KWH KILO-WATT HOUR LED LIGHT EMITTING DIODE LP LIGHTING PANEL MCC MOTOR CONTROL CENTER MLO MAIN LUGS ONLY N
NEUTRAL NEC NATIONAL ELECTRICAL CODE P
PUMP/POLE BREAKER PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG PP POWER PANEL PWR POWER RCPT RECEPTACLE SKD SKID SPD SURGE PROTECTIVE DEVICE SWBD SWITCHBOARD V
VOLTS VA VOLT AMPERES VFD VARIABLE FREQUENCY DRIVE W
WATTS/WIRE WAFT WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF XFMR TRANSFORMER XO TRANSFORMER SECONDARY NEUTRAL FUSED DISCONNECT SWITCH X
CIRCUIT BREAKER (TRIP)
MOTOR X=HP TRANSFORMER NON-FUSED DISCONNECT SWITCH UNDERGROUND CONDUIT METER MODULE VFD SPD KWH PP-1 S
P D
225 225 100 LP-A S
P D
FUSE LINE BREAK GROUND KILOWATT HOUR METER CONNECTION POINT/ GROUND ROD CURRENT TRANSFORMER CIRCUIT BREAKER (TRIP/FRAME) 1500 2000 POWER PANEL, MAIN BREAKER LIGHTING PANEL, MLO, NUMBER INDICATES PANEL SIZE ENCLOSURE/SKID VARIABLE FREQUENCY DRIVE SURGE PROTECTION DEVICE, EXTERNAL DIGITAL POWER METER SYMBOLS: (CONTINUED)
SPD DUPLEX RECEPTACLE GFCI WP A
1' X 4' LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE WALL MOUNTED LUMINAIRE A = FIXTURE TYPE DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER WITH WEATHERPROOF COVER 1' X 4' LUMINAIRE A = FIXTURE TYPE SURGE PROTECTION DEVICE, INTERNAL DOUBLE DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER 20A GROUNDING CONDUCTOR G
INSTRUMENT/FUNCTION SYMBOLS:
DISCRETE INSTRUMENTS SHARED DISPLAY, SHARED CONTROL PRIMARY LOCATION NORMALLY ACCESSIBLE TO OPERATOR XXX XXX XXX XXX PHASE SWITCHED NEUTRAL GROUND EXOTHERMIC BOND OR COMPRESSION FITTING CONNECTION A
A A
A 2' X 4' LUMINAIRE A = FIXTURE TYPE 2' X 4' LUMINAIRE W/ EMERGENCY BATTERY PACK A = FIXTURE TYPE EMBEDDED REBAR 1.
ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 2017 EDITION.
GENERAL NOTES:
AVAILABLE 3Ø FAULT CURRENT (RMS, SYM. AMPS) 22,100 FULL VOLTAGE NON REVERSING STARTER DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
POWER DISTRIBUTION RACK NEUTRAL GROUND POLE-MOUNTED TRANSFORMERS (WYE-WYE CONNECTION) 480 VOLT AUTOMATIC TRANSFER SWITCH ATS-201 SEE NOTE 6 BACKUP GENERATOR GEC NEUTRAL GROUND SERVICE DISCONNECT DS-201 MAIN BONDING JUMPER GROUNDING ELECTRODES (GES)
GEC NEUTRAL GROUND SERVICE DISCONNECT DS-202 EGC MAIN BONDING JUMPER TO WELL FIELD INJECTION SKID SUPPLY SIDE BONDING JUMPER (TYP)
GEC EGC GROUNDED CONDUCTOR (IF REQUIRED)
EGC GROUNDED CONDUCTOR EGC TO PUMP SKID GROUNDED CONDUCTOR (IF REQUIRED)
VFS-EPM-000-DWG-E-205 1
1 B
DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS BURIAL AREA #1 GROUNDING DIAGRAM VFS-EPM-000-DWG-E-205 B
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 GENERAL NOTES:
SCALE: NOT TO SCALE BA1 GROUNDING DIAGRAM 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.
HVAC-200 PANELBOARD PP-201, 480V, 100A 3 PHASE, 3W, 60Hz 3P 1,3,5 60A 2,4,6 13,15 100A MAIN 15A 50A 15A 3P LP-202, 15 KVA MINI POWER CENTER 70A MAIN 20A GFEP 1P P-230 XFMR 480-120/240V 15KVA, 1Ø 2-#8 1-#10 GND 15A GFEP 1P 3
15A GFEP 1P 5
15A GFEP 1P TK-201 HEAT TRACE 7
15A 1P 6
CONTROL PANEL CP-200 60A 2P 2,4 15A 1P 9
VFD 3P 2P 8,10,12 15A SPARE 3P 2-#12 1-#12 GND 2-#6 1-#10 GND 13.2 KV 3-PH UTILITY 20A 1P 10 3P 7,9,11 2P 1
14,16,18 30A 3P SPD 3-#10 1-#10 GND KWH 60A POLE MOUNTED TRANSFORMERS 25 KVA 60 Hz EACH 13.2 KV 480Y/277V PUMP SKID SPARE 30 100A 20A 1P 8
3-#6 1-#10 GND 3-#2 1-#8 GND DS-210 100A 50A SUPPLY TO WELL FIELD INJECTION SKID 2,4 3-#2 1-#8 GND (3) SINGLE PHASE OG&E P-203 0.5 3-#12 1-#12 GND DS-203 30A 3-#12 1-#12 GND 75eKVA 480Y/277V, 3-PH, 60HZ 100 BACKUP GENERATOR 100A ATS-201 DS-201 DS-202 ENCL-203 FREEZE PROTECTION LIGHTS AND RECEPTACLES POWER DISTRIBUTION RACK DS-221 60A TK-202 HEAT TRACE 3-#6 1-#10 GND 3-#2 1-#8 GND 4-#2 W/SHIELD SPARE SPARE SPARE 2-#12 1-#12 GND 2-#12 1-#12 GND 2-#12 1-#12 GND 2-#12 1-#12 GND VFS-EPM-000-DWG-E-210 1
1 D
BURIAL AREA #1 SINGLE LINE DIAGRAM VFS-EPM-000-DWG-E-210 D
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
SEE BMCD-GWREMED-E-102 FOR SINGLE LINE DIAGRAM.
GENERAL NOTES:
SCALE: NOT TO SCALE BA1 SINGLE LINE DIAGRAM 2
2 DESIGN AUTHORITY D KING 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
VFS-EPM-000-DWG-E-211 1
1 C
BURIAL AREA #1 ELECTRICAL UTILITY PLAN VFS-EPM-000-DWG-E-211 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 GENERAL NOTES:
SCALE:
ELECTRICAL UTILITY PLAN 1" = 5'-0" INJECTION SKID TK-202 TK-201 DIESEL GENERATOR DESIGN AUTHORITY S MOORE 08/03/22 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSEN VNSFS PROJECT MANAGER E LLOYD VNSFS 0'
5' 10' 15' SCALE FEET 1" = 5' COMMUNICATION PULLBOX C-2 CC201 CC200 CC202 1.
SEE DRAWING VFS-EPM-000-DWG-E-210 FOR SINGLE LINE DIAGRAM.
2.
SEE DRAWING VFS-EPM-000-DWG-E-231 FOR CONDUIT SCHEDULE..
3.
UNDERGROUND CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY.
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.
TO WATF COMMUNICATIONS VAULT C-1 EXISTING POWER POLE WITH 3 SINGLE-PHASE TRANSFORMERS INSTALLED P-203 ENCL-203 DS-203 PC200 PC203 CC203 PC201 PC202 PC205 PC206 5
6 5
6 7
7 POWER POLE DISTRIBUTION ASSEMBLY SEE VFS-EPM-000-DWG-E-220 ASSEMBLY 1 POWER DISTRIBUTION RACK ASSEMBLY SEE VFS-EPM-000-DWG-E-220 ASSEMBLY 2 PUMP SKID
2 3
VFS-EPM-000-DWG-E-220 1
2 C
DESIGN AUTHORITY S MOORE 08/03/22 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D KING VNSFS ENGINEER CHECKER R JENSEN VNSFS PROJECT MANAGER E LLOYD VNSFS BURIAL AREA #1 ELECTRICAL INSTALLATION DETAILS VFS-EPM-000-DWG-E-220 C
1 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 PARTS LIST/MATERIAL LIST PARTS/DASH NUMBER NOMENCLATURE/DESCRIPTION MATERIAL/REFERENCE SHEET ITEM NO 1
5 6
7 8
9 10 11 12 4
3 POWER POLE DISTRIBUTION ASSEMBLY 2
QTY REQD
-020
-010
-020 1
2 13 14 15 16 17 GENERAL NOTES:
1.
DIMENSIONS ARE IN INCHES.
TOLERANCE = +/- 1/4" PUMP SKID SCALE: NOT TO SCALE POWER SERVICE INSTALLATION 1
POWER SERVICE INSTALLATION
-010 1
SERVICE ENTRANCE HEAD, 1 1/2", RIGID 19L551 1
RACO CONDUIT, 1 1/2", RIGID METAL, GALVANIZED AR COMMERCIAL SERVICE DROP BRACKET (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 1 DISCONNECT SWITCH, 100A, FUSED H363NDS 1
SQUARE D GROUND ROD, 5/8"Ø X 8'-0" LONG, COPPER CLAD STEEL 1
(COPPER OR COPPER CLAD)
GROUNDING ELECTRODE CONDUCTOR,
6 AWG, BARE COPPER AR METER, 100 AMP (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 1 METER BASE (FURNISHED BY OKLAHOMA GAS & ELECTRIC) 1 DISCONNECT SWITCH, 100A, NON-FUSED HU363DS 1
SQUARE D 281047 POLE MOUNT KIT, 12" WIDE (KIT CONTAINS 2 MOUNTS) 2 AMPOLEMNT12 ALLIED MOULDED PRODUCTS, INC.
18 POWER DISTRIBUTION RACK INSTALLATION
-030 1
-030 2
POWER DISTRIBUTION RACK ASSEMBLY VFS-EPM-000-DWG-E-221-010 1
CHANNEL CONDUIT CLAMP, 1 1/2",
GALVANIZED AR COMMERCIAL CONDUIT HUB, 1 1/2" AR CROUSE-HINDS AR ST5 GROUND ROD CLAMP, UL LISTED COMMERCIAL 2
1 AR AR 2
IRREVERSIBLE SPLICE, #2-6 RUN, #6-2 TAP 1
BURNDY 19 COMMERCIAL YCHC2C2
SCALE: 1 1/2" = 1'-0" POWER POLE SERVICE ELECTRICAL ASSEMBLY 2
6 TO POLE MOUNTED TRANSFORMERS 9
18 SERVICE POLE 7
TO POWER DISTRIBUTION RACK 2'-6" 17 GRADE 16 16'-0" 4'-0" 10 11 8
SEE NOTES 1 AND 2 12 12 TYP 14 SEE NOTE 4 15 SCALE: 1 1/2" = 1'-0" POWER DISTRIBUTION RACK INSTALLATION 3
GRADE ATS-201 DS-201 DS-202 4
TYP PC200 FROM POWER POLE PC203, CC203 TO DIESEL GENERATOR PC201 TO PUMP SKID PC202 TO INJECTION SKID 18 TYP 14 TYP 13 17 16 15 2 PL 2 PL SEE NOTE 3 19 VFS-EPM-000-DWG-E-220 2
2 B
BURIAL AREA #1 ELECTRICAL ASSEMBLY AND DETAILS VFS-EPM-000-DWG-E-220 B
2 2
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 NOTES:
1.
DISCONNECT CABINET TO BE LOCKED BY OKLAHOMA GAS & ELECTRIC.
2.
OKLAHOMA GAS & ELECTRIC TO SECURE ENERGIZED PARTS AND SWITCH POSITION WITH SERIES 1 LOCK (301236).
3.
INSTALL GROUNDING ELECTRODE SYSTEM CONSISTING OF TWO GROUND RODS, 5/8"Ø X 8'-0" MINIMUM LENGTH, 6'-0" APART, WITH LISTED GROUND ROD CLAMPS. INSTALL A CONTINUOUS BARE SOLID COPPER GROUNDING ELECTRODE CONDUCTOR (SIZED PER NEC ARTICLE 250) FROM GROUND RODS TO SERVICE DISCONNECT SWITCHES AS SHOWN ON RACK. BOND CONDUCTOR TO RACK WITH LISTED CLAMP. SPLICE CONNECTIONS TO GROUNDING ELECTRODE CONDUCTOR SHALL BE BY IRREVERSIBLE COMPRESSION CLAMP.
4.
INSTALL AUXILIARY GROUNDING TO POWER POLE SECONDARY DISCONNECT SWITCH AS SHOWN.
DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER R JENSON VNSFS PROJECT MANAGER E LLOYD VNSFS
12' SCALE 1/4" = 1'-0" 0'
2' 4'
8' FEET A
G-220-1 B
G-220-2 20'-1 1/2" 11'-7 1/2" 8'-7" 9'-7 1/2" GENERAL NOTES:
NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY, 1.
ACTUAL NOZZLE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
FOR PIPE SUPPORT SUPPORT DETAILS SEE DRAWING 2.
VFS-EPM-000-DWG-S-210. INSTALL PER SPECIFICATION SETION 22 05 29 -
HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT.
PUMP ENCLOSURE SHALL BE HUBBELL HOT BOX MODEL NUMBER DF4FEH, PART NUMBER HD041041045 WITH 1000W HEATER AND VENTILATION FAN.
CENTER ENCLOSURE OVER CENTER OF PUMP AND ATTACH TO CONCRETE PAD USING SUPPLIED HARDWARE. ENSURE THAT THERE IS 12" OF CLEARANCE FROM INSIDE DIMENSIONS OF ENCLOSURE TO EDGE OF CONCRETE FOR ENCLOSURE MOUNTING. CONTRACTOR TO CUT HOLES IN SIDES OF ENCLOSURE FOR PIPE, HOLES SHALL BE 1/2" LARGER THAN PIPE SIZE. AFTER INSTALLATION APPLY EXPANDING FOAM AROUND THE PERIMETER OF THE PENETRATIONS.
INTERFACE FLANGE TO BE 12" ABOVE GRADE, CENTER CONNECTION POINT PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED.
FCV-202 3
MOV-201 3
4 3"-FW-21523-AS01-HT&I V-250 V-252 V-251 LINE (BY BMCD)
P-203 3
3"-FW-21522-AS01-HT&I V-203 V-253 2"-FW-21524-AS01-HT&I 3"-FW-21514-AS01-HT&I TO WA OUTFALL CONNECTION POINT 3"-GW-21502-AS01-HT&I TK-201 TK-202 V-255 3"-GW-21501-AS01-HT&I TANK EQUIPMENT AND ACCESSORIES ASSEMBLY SCALE 1/4" = 1'-0" (INJECTION SKID BY BMCD)
PUMP V-254 FIT-202 DURA FOLD HEATED ENCLOSURE DURA FOLD HEATED CONNECTION POINT N1 N5 N4 N3 N5 N6 N2 N1 N2 N5 N4 TO WA INFLUENT N3 LINE (BY BMCD) 4 PUMP P-230 ENCLOSURE 23'-0" 22'-8" DWG NO SH SHOWN REV 1
VFS-EPM-000-DWG-G-200 OF E
NAME DATE 1
COMPANY INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
DRAWN BY VNSFS SIZE SCALE OF SHEET 08/03/22 J PIERCE F
1 DRAWING NO VFS-EPM-000-DWG-G-200 E
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR MFD THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR REL REV NO DESCRIPTION REV REV REV DATE ENGINEER E LLOYD 1
VNSFS DRAFTING CHECKER S MOORE VNSFS BURIAL AREA #1 GENERAL ARRANGEMENT MECHANICAL J WILSON E LLOYD ENGINEERING CHECKER CIMARRON PUMP AND TREAT SYSTEM PROJECT VNSFS PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
VNSFS 1
CONCEPTUAL DESIGN BY VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
SCALE 1/2" = 1'-0" 0'
1' 2'
4' 6'
FEET SCALE: 1/2" = 1'-0" G-200-1 A
SECTION 1'-8 1/2" INTERFACE FLANGE TO BE 12" ABOVE GRADE. CENTER CONNECTION 1.
POINT PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED.
NOTES:
SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES.
2 (INJECTION SKID BY BMCD) 3"-FW-21514-AS01-HT&I 2"-FW-21524-AS01-HT&I V-203 MOV-201 V-253 V-255 TK-201 2
3"-GW-21501-AS01-HT&I 2
REL REV MECHANICAL INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
DWG NO DATE OF VFS-EPM-000-DWG-G-220 SH VNSFS 2
D NAME REV 1
J PIERCE COMPANY 10/25/21 VNSFS SIZE SCALE OF DRAWN BY SHEET F
1 2
SHOWN DRAWING NO VFS-EPM-000-DWG-G-220 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS BY COMPANY ENGR MFD CONCEPTUAL DESIGN REV NO DESCRIPTION DATE ENGINEER 3
REV E LLOYD VNSFS BURIAL AREA #1 DRAFTING CHECKER VNSFS S MOORE GENERAL ARRANGEMENT ENGINEERING CHECKER J WILSON CIMARRON PUMP AND TREAT SYSTEM PROJECT VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 1
REV THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
SCALE 1/2" = 1'-0" 0'
1' 2'
4' 6'
FEET SCALE: 1/2" = 1'-0" G-200-1 B
SECTION 2"-RV-21525-AS01-HT&I TK-202 TK-201 (INJECTION SKID BY BMCD)
P-203 V-203 MOV-201 V-253 V-255 V-250 LIT-202 LIT-201 V-203 3"-GW-21502-AS01-HT&I 3"-GW-21501-AS01-HT&I 3"-FW-21514-AS01-HT&I NOTES:
SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES.
1.
BY INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF KURION, INC.
DWG NO SH REV VFS-EPM-000-DWG-G-220 2
OF 2 D
NAME DATE COMPANY DRAWN BY J PIERCE 10/25/21 VNSFS SIZE SCALE OF SHEET F
SHOWN 2
2 DRAWING NO REV VFS-EPM-000-DWG-G-220 D
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER TITLE REFERENCES NEXT USED ON REVISIONS COMPANY ENGR CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO KURION, INC. NEITHER THIS DOCUMENT NOR ANY DATA OR MFD REV NO REL DESCRIPTION REV DATE ENGINEER E LLOYD VNSFS DRAFTING CHECKER S MOORE VNSFS BURIAL AREA #1 GENERAL ARRANGEMENT MECHANICAL CIMARRON PUMP AND TREAT SYSTEM PROJECT ENGINEERING CHECKER J WILSON VNSFS VNSFS E LLOYD PROJECT MANAGER F
E D
C B
A 1
2 3
4 5
6 7
8 F
E 8
7 5
4 2
D C
B A
6 3
1 REV VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
VFS-EPM-000-DWG-J-211 1
1 C
BURIAL AREA #1 SITE SECURITY PLAN VFS-EPM-000-DWG-J-211 C
1 1
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 SCALE:
SITE SECURITY PLAN BURIAL AREA #1 1/4" = 1'-0" SCALE FEET 1/4" = 1'-0" 0'
2' 4'
8' 12' C-XX 01 AFG ABOVE FINISHED GRADE CAMERA NUMBER/TYPE (DEFINED IN SPECIFICATION SECTION 282000)
FIXED DOME CAMERA - POLE MOUNTED CARD READER - PEDESTAL MOUNTED ELECTRIFIED LOCK, DOOR POSITION SWITCH, REX DOOR POSITION SWITCH SYMBOLS LEGEND:
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.
C-20 03 12' - 0" AFG C-19 03 12' - 0" AFG C-18 03 12' - 0" AFG GENERAL NOTES:
1.
SEE CONSTRUCTION SPECIFICATION 28 2000 FOR SECURITY SYSTEM INSTALLATION AND INTERCONNECTION DETAILS.
DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS ENGINEER D KING VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEERING CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
WATER TREATMENT AREA TO BA1 AT WATF FROM BA1 AT WATF TK-201 12,000 GAL TK-202 TO INJECTION INJECTION SKID (BMCD)
EFFLUENT TANK WELL FIELD FROM WELL FIELD FROM INFLUENT TANK 12,000 GAL P-110 SHEET 1 ZONE C8 P-110 SHEET 1 ZONE C1 PUMP SKID (BY BMCD)
VFS-EPM-000-DWG-P-210 1
2 C
DESIGN AUTHORITY S MOORE 09/14/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS BURIAL AREA #1 PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-210 C
1 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 GENERAL NOTES:
BYPASS PIPING TO BE BUILT INTO SKID DESIGN.
1 1
20 6
20
VFS-EPM-000-DWG-P-210 2
2 B
BURIAL AREA #1 PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-210 B
2 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 DESIGN AUTHORITY S MOORE 09/12/2022 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS
TK-201 INFLUENT TANK 12,000 GAL LI 201 LIT 201 TK-201 FROM WELL FIELD MOV-201 M
FC LSH 201 LDI 201 LDA 201 LAH 201 LAL 201 FROM WELL FIELD 201 LAHH 201 LAHHH 201 LALL N7 24" MANWAY N2 N3 N4 N5 N6 VNSFS 6" FLANGE VFD VFD-221 221 SC P-230 PIT 221 GV-221 CV-233 V-211 PRV-200 SET AT 150 PSIG 221 YI P-230 PUMP BMCD N1 BMCD-GWREMED-C006 BMCD-GWREMED-C006 V-203 6"x3" 221 PI 221 PAH 221 PAHH 3"-GW-21502-AS01-HT&I 3"-GW-21501-AS01-HT&I 3"-GW-21503-AS01-N I6 221 XA TO TK-105 VFS-EPM-000-DWG-P-115 SHEET 3 ZONE E8 BMCD VNSFS VFS-EPM-000-DWG-P-215 1
2 E
DESIGN AUTHORITY V DAVISON 1/14/2021 VNSFS DRAFTING CHECKER S MOORE 1/14/2021 VNSFS ENGINEER J WILSON 1/14/2021 VNSFS ENGINEER CHECKER D SMITH 1/14/2021 VNSFS PROJECT MANAGER E LLOYD 1/14/2021 VNSFS BURIAL AREA #1 PROCESS P&ID VFS-EPM-000-DWG-P-215 E
1 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM.
HIGH ALARM SIGNAL SENT TO WELL FIELD HMI.
DETECTED LEAK (LDA-201) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI.
STOP WELL FIELD PUMPS.
5.
SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST.
GENERAL NOTES:
1 2
3 2
3 4
4 1
P-115 SHEET 4 FROM BA1 URANIUM IX TRAIN TK-202 12,000 GAL P-203 V-250 PI 250 V-251 V-252 LIC 202 LIT LAL LALL LAH PRV-250 SET AT 150 PSIG V-253 BA1 TO INJECTION BA1 INJECTION SKID (BMCD)
ZONE C1 YIC 203 202 202 202 202 S-BAE 202 LAHH 24" MANWAY N5 N1 N4 N3 N2 3" SST TK-202 EFFLUENT TANK 12,000 GAL LDI 202 LDA 202 N6 P-203 EFFLUENT PUMP 2" SST 2" FLANGE VNSFS BMCD 3"-FW-21514-AS01-HT&I 3"-FW-21522-AS01-HT&I 2"-RV-21525-AS01-HT&I 2"-FW-21524-AS01-HT&I 3"x2" M
3 BMCD-GRWREMED-C008 VNSFS BMCD VFS-EPM-000-DWG-P-215 2
2 F
DESIGN AUTHORITY V DAVISON 09/14/2022 VNSFS DRAFTING CHECKER S MOORE VNSFS ENGINEER J WILSON VNSFS ENGINEER CHECKER B GARRETT VNSFS PROJECT MANAGER E LLOYD VNSFS BURIAL AREA #1 PROCESS P&ID VFS-EPM-000-DWG-P-215 F
2 2
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM.
SEE VFS-EPM-000-DWG-P-115, SHEET 2 FOR ***SAMPLE DETAIL.
SIGNAL BASED ON TANK LEVEL TO CONTROL P-203.
GENERAL NOTES:
1 1
2 2
3
VFS-EPM-000-DWG-S-201 1
1 B
STRUCTURAL NOTES AND ABBREVIATIONS VFS-EPM-000-DWG-S-201 B
1 1
NONE A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION.
2.
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
3.
ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
4.
THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE STANDARD DETAIL FROM THOSE PROVIDED.
5.
PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.
GENERAL NOTES:
1.
FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.
2.
FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.
3.
EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL. PLACE A 12 THICK LAYER OF 3/4 MINUS CRUSHED ROCK OVER FABRIC.
FOUNDATION NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
2.
MATERIALS:
HILTI ANCHORS: KWIK-BOLT TZ 3.
INSTALLATION:
A.
USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER.
B.
CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS.
4.
DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
5.
PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
CONCRETE - EXPANSION ANCHORS NOTES:
1.
CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-08 COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED.
2.
CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
ACI 117 -
STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS.
ACI 301 -
SPECIFICATIONS FOR STRUCTURAL CONCRETE.
ACI 302 -
GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 305 -
HOT WEATHER CONCRETING.
ACI 306 -
COLD WEATHER CONCRETING.
3.
UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE MEASURED AS PER ASTM E1155:
OVERALL FLATNESS NUMBER, Ff>20 MINIMUM LOCAL FLATNESS NUMBER, Ff>15 OVERALL LEVELNESS NUMBER, Fl>15 MINIMUM LOCAL LEVELNESS NUMBER, Fl>10 4.
ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
WELDING OF REINFORCING BARS SHALL BE PER AWS D1.4. SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1 5.
ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD NUT TO ANCHOR ROD.
6.
REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE UNLESS NOTED OTHERWISE.
7.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: (MIN. COVER LISTED)
(A)
CONCRETE CAST AGAINST AND PERMANENTLY PERMANENTLY EXPOSED TO EARTH: 3" (B)
CONCRETE EXPOSED TO EARTH OR WEATHER:
6 THROUGH #18 BARS: 2"
5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" 8.
CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED. SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED.
9.
CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON STRONG BOLT OR ENGINEER APPROVED. STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION ANCHORS REQUIRED.
10.
REINFORCING DOWEL ADHESIVE SHALL BE HILTI HIT HY.200 ADHESIVE, OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.
11.
ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4" x 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE PER ACI 318.
12.
THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE.
REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT.
13.
CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302.
14.
PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING.
15.
DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.
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.
20.
AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR "WATER CURED".
1.
ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS NOTED OTHERWISE.
2.
FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.
3.
FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.
4.
A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.
5.
NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
6.
HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
ANCHOR RODS NOTES:
CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:
1.
SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT.
2.
MATERIALS:
ADHESIVE: HILTI-HIT-HY-200 3.
INSTALLATION:
A.
INSTALL PER ESR REPORT IN CLEAN HOLES.
4.
DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
CONCRETE NOTES:
1.
IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPL0Y ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
2.
CONCRETE CONSTRUCTION: SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2500 PSI.
3.
SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 OF THE IBC AND AISC 341.
4.
POST INSTALLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR.
STATEMENT OF SPECIAL INSPECTION NOTES:
STANDARD SHALLOW 1/2" 2"
DEEP 3 1/4" SIMPSON STRONG BOLT STANDARD SHALLOW 2 3/4" DEEP 3 7/8" 5"
5/8" 3 1/8" 4"
3 3/8" 5 1/8" 6 1/8" 3/4" 3 3/4" 5"
4 1/8" 5 3/4" 7 1/2" 1"
5 1/4" 9 3/4" HILTI KWIK BOLT TZ EXPANSION ANCHOR SCHEDULE ANCHOR DIAMETER SYMBOLS:
NEW CMU WALL SHEAR WALL METAL DECK SPAN DIRECTION STEEL COLUMN NEW CONCRETE SLAB BRACED FRAME DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
47'-0" 10'-6" 1'-0" A
3" CLR TOC (2) #4 CONTINUOUS, TYP 8" THICK SLAB REQUIRES #5 AT 12" E.W. AT MID DEPTH 12" THICK SLAB REQUIRES #5 E.W. TOP AND BOTTOM 3" CLR SCALE: 3/4" = 1'-0" A
SECTION 1'-0" 2'-0" 3"
CLR 3
4 4
NOTES:
VFS-EPM-000-DWG-S-210 1
2 C
BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-000-DWG-S-210 C
1 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
8 " THICK CONCRETE SLAB..
USE #5 REBAR AT 12" EACH WAY, 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.
3 4
SCALE:
BURIAL AREA - INJECTION SKID - PLAN VIEW 1/4" = 1'-0" 3
4 SCALE:
1 C-210 DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
Ø8'-4 1/2"
Ø13'-4 1/2" SCALE:
12K TANK FOUNDATIONS 3
C-210 3/4" = 1'-0" 2'-6" 4'-6" SCALE:
SECTION B
1 1/2" = 1'-0" 1'-0" (3) #5 BARS EA FACE
5 BARS AT 8" C/C EA FACE (3) #5 BARS AT EQ SP C/C TOP AND BOTTOM 3" TYP GRADE VFS-EPM-000-DWG-S-210 2
2 B
BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-000-DWG-S-210 B
2 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
3.
SEE VFS-EPM-000-DWG-C-210 FOR FOUNDATION LOCATIONS B
DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS
OPTION 1 OPTION 2 UNISTRUT P1346 WITH (2) 1/2" DIA BOLTS AND (2) AND SPRING NUTS TO COLUMN, AND (1) 1/2" DIA BOLT AND (1)
SPRING CLAMP TO P1000 4'-0" MAX 4'-0" MAX UNISTRUT P1000, TYP SEE DETAIL 15 UNISTRUT P2348 WITH (4) 1/2" DIA BOLTS AND SPRING NUTS IN AND BASE 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 4'-0" MAX 4'-0" MAX UNISTRUT P1000, TYP SEE DETAIL 15 UNISTRUT P2348 4'-9" PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS PIPE CLAMP WITH BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS 4'-0" 1'-0" 9"
3" (2) #5 BARS EMBED P3259-X SECTION B VFS-EPM-000-DWG-S-210 2
2 B
BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS VFS-EPM-000-DWG-S-210 B
3 3
SHOWN A
8 B
C 7
6 DRAWING TRACEABILITY LIST DWG NO 5
TITLE D
E F
8 7
6 5
REVISIONS NEXT USED ON REF NUMBER REFERENCES 4
TITLE REV REL NO REV MFD DESCRIPTION 3
DATE BY REV ENGR COMPANY 2
SIZE SCALE F
EDT DWG NO REV 1
SHEET OF A
DWG NO OF SH C
REV 4
3 2
D E
1 F
DATE COMPANY NAME DRAWN BY CIMARRON PUMP AND TREAT SYSTEM PROJECT CONCEPTUAL DESIGN THE DOCUMENT, DATA, AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND PROPRIETARY TO VNSFS, LLC. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMATION THEREIN MAY BE PRODUCED, USED, RELEASED OR DISCLOSED, IN WHOLE OR IN PART, WITHOUT THE EXPRESSED WRITTEN CONSENT OF VNSFS, LLC.
VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 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.
B SCALE:
DETAIL - PIPE SUPPORT EXTERIOR 5
1 1/2" = 1'-0" SCALE:
DETAIL - PIPE SUPPORT EXTERIOR 4
1" = 1'-0" DESIGN AUTHORITY S MOORE 10/21/2021 VNSFS DRAFTING CHECKER J PIERCE VNSFS ENGINEER D NELSON WDG ENGINEER CHECKER J WILSON VNSFS PROJECT MANAGER E LLOYD VNSFS

ML22286A217

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SUMMARY

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