ML21076A506
Text
F E
D C
B A
8 7
GENERAL SYMBOL LEGEND DEMOLITION PLAN AT ELEVATION (-)10'-0" SCALE: 1/4" = 1'-0" E
SHEET REFERENCE SECTION SCALE: 3/4" = 1'-0" DASH IS USED WHEN CALL OUT IS ON THE SAME SHEET THE WORD "SECTION" MAY BE REPLACED WITH "ELEVATION" OR "DETAIL" ASSEMBLY/DETAIL SCALE: 1/4"=1'-0"
(
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Mo~'...______..." /
(DETAIL CALL OUT WITH SHEET REFERENCE)
(SECTION OR ELEVATION CALL OUTS)
REVISION TRIANGLE (X INDICATES REVISION NUMBER)
HOLD TAG GENERAL NOTES IT:>-
FLAG NOTE EXAMPLE.
- 2.
GENERAL NOTE EXAMPLE.
8 7
6 5
4 3
CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY AND BURIAL AREA-1 ENVIRONMENTAL PROPERTY MANAGEMENT PHASE 1 DRAWING INDEX INDEX AND GENERAL SYMBOLS VFS-EPM-000-DWG-G-001 WATFSITE VFS-EPM-000-DWG-C-101 VFS-EPM-000-DWG-C-110 VFS-EPM-000-DWG-C-113 VFS-EPM-000-DWG-C-130 VFS-EPM-000-DWG-C-150 WATF BUILDING VFS-EPM-000-DWG-S-101 VFS-EPM-000-DWG-S-110 VFS-EPM-000-DWG-S-114 VFS-EPM-000-DWG-S-115 VFS-EPM-000-DWG-A-010 VFS-EPM-000-DWG-A-100 VFS-EPM-000-DWG-A-110 VFS-EPM-000-DWG-A-120 VFS-EPM-000-DWG-A-120 VFS-EPM-000-DWG-A-130 VFS-EPM-000-DWG-A-130 VFS-EPM-000-DWG-E-101 VFS-EPM-000-DWG-E-110 VFS-EPM-000-DWG-E-111 VFS-EPM-000-DWG-E-112 VFS-EPM-000-DWG-E-113 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-114 VFS-EPM-000-DWG-E-115 VFS-EPM-000-DWG-E-116 VFS-EPM-000-DWG-E-116 VFS-EPM-000-DWG-E-117 VFS-EPM-000-DWG-E-118 VFS-EPM-000-DWG-E-120 VFS-EPM-000-DWG-E-130 VFS-EPM-000-DWG-E-140 VFS-EPM-000-DWG-E-141 VFS-EPM-000-DWG-G-100 VFS-EPM-000-DWG-G-105 VFS-EPM-000-DWG-G-106 VFS-EPM-000-DWG-G-130 VFS-EPM-000-DWG-G-131 VFS-EPM-000-DWG-J-110 VFS-EPM-000-DWG-J-111 VFS-EPM-000-DWG-J-112 VFS-EPM-000-DWG-J-115 VFS-EPM-000-DWG-M-100 VFS-EPM-000-DWG-P-100 VFS-EPM-000-DWG-P-500 WATF PROCESS
SUMMARY
VFS-EPM-000-DWG-P-001 VFS-EPM-000-DWG-P-110 VFS-EPM-000-DWG-P-111 WATF IX TREATMENT VFS-EPM-000-DWG-G-110 VFS-EPM-000-DWG-G-1 11 VFS-EPM-000-DWG-M-110 VFS-EPM-000-DWG-M-111 VFS-EPM-000-DWG-P-115 WATF SPENT RESIN HANDLING VFS-EPM-000-DWG-G-120 VFS-EPM-000-DWG-G-121 VFS-EPM-000-DWG-S-120 VFS-EPM-000-DWG-S-120 VFS-EPM-000-DWG-S-120 VFS-EPM-000-DWG-S-120 VFS-EPM-000-DWG-P-125 (2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(3 SHEETS)
(5 SHEETS)
(2 SHEETS)
(6 SHEETS)
(3 SHEETS)
(SHEET 1)
(SHEET 2)
(SHEET 1)
(SHEET 2)
(SHEET 1)
(SHEET 2)
(SHEET 3)
(3 SHEETS)
(3 SHEETS)
(SHEET 4)
(2 SHEETS)
(4 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(2 SHEETS)
(6 SHEETS)
(4 SHEETS)
(5 SHEETS)
(3 SHEETS)
(SHEET 1)
(SHEET2)
(2 SHEETS)
{SHEETS) 6 OKLAHOMA CITY, OKLAHOMA DRAW NG INDEX AND GENERAL SYMBOLS CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS WESTERN AREA TREATMENT FACILITY SITE PLAN WESTERN AREA TREATMENT FACILITY SITE UTILITY PLAN WESTERN AREA TREATMENT FACILITY ELEVATIONS CIVIL DETAILS WESTERN AREA TREATMENT FACILITY STRUCTURAL NOTES AND ABBREVIATIONS WESTERN AREA TREATMENT FACILITY STRUCTURAL FOUNDATION PLAN WESTERN AREA TREATMENT FACILITY TANK FOUNDATION PLAN VIEW/DETAIL WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLANS WESTERN AREA TREATMENT FACILITY ELEVATIONS AND SECTIONS WESTERN AREA TREATMENT FACILITY RESTROOM PLAN WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DETAILS WESTERN AREA TREATMENT FACILITY ARCHITECTURAL DOOR, WN., & FINISH SCH.
ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM WESTERN AREA TREATMENT FACILITY GROUNDING DIAGRAM WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN WESTERN AREA TREATMENT FACILITY UNDERGROUND CONDUIT PLAN WESTERN AREA TREATMENT FACILITY GROUNDING PLAN WESTERN AREA TREATMENT FACILITY ENLARGED GROUNDING PLAN WESTERN AREA TREATMENT FACILITY GROUNDING DETAILS WESTERN AREA TREATMENT FACILITY BUILDING POWER PLAN WESTERN AREA TREATMENT FACILITY HEAT TRACE PLAN WESTERN AREA TREATMENT FACILITY HEAT TRACE DETAILS WESTERN AREA TREATMENT FACILITY RECEPTACLE PLAN WESTERN AREA TREATMENT FACILITY LIGHTNING PROTECTION PLAN WESTERN AREA TREATMENT FACILITY LIGHTING PLAN WESTERN AREA TREATMENT FACILITY ELECTRICAL DETAILS AND SECTIONS WESTERN AREA TREATMENT FACILITY PANEL SCHEDULES WESTERN AREA TREATMENT FACILITY WIRE RUN LIST AND CONDUIT SCHEDULE WESTERN AREA TREATMENT FACILITY GENERAL ARRANGEMENT WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING PLAN WESTERN AREA TREATMENT FACILITY INFLUENT HANDLING WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING PLAN WESTERN AREA TREATMENT FACILITY EFFLUENT HANDLING WESTERN AREA TREATMENT FACILITY INSTRUMENTATION AND CONTROL PLAN WESTERN AREA TREATMENT FACILITY SITE SECURITY PLAN WESTERN AREA TREATMENT FACILITY BUILDING SECURITY PLAN INSTRUMENTATION AND CONTROL SYSTEM NETWORK INTERCONNECTION DIAGRAM WESTERN AREA TREATMENT FACILITY MECHANICAL PLAN WESTERN AREA TREATMENT FACILITY PLUMBING & COMPRESS AIR WESTERN AREA TREATMENT FACILITY P&ID DOMESTIC WATER PROCESS SYMBOLS, NOTES, AND ABBREVIATIONS WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM WESTERN AREA TREATMENT FACILITY RESIN HANDLING PROCESS FLOW DIAGRAM WESTERN AREA TREATMENT FACILITY GEN. ARRANGEMENT URANIUM TREATMENT PLAN WESTERN AREA TREATMENT FACILITY URANIUM TREATMENT SECTIONS MECHANICAL WESTERN AREA TREATMENT FACILITY URANIUM TRAIN SKID ARRANGEMENT MECHANICAL WESTERN AREA TREATMENT FACILITY SKID FRAME WESTERN AREA TREATMENT FACILITY P&ID URANIUM IX TREATMENT WESTERN AREA TREATMENT FACILITY GEN. ARRANGEMENT SPENT RESIN HANDLING WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING SECTIONS WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - PLAN WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - FRAMING WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS WESTERN AREA TREATMENT FACILITY SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS WESTERN AREA TREATMENT FACILITY P&ID SPENT RESIN HANDLING DWGNO TITLE DRAWING TRACEABILITY LIST 5
BURIAL AREA #1 VFS-EPM-000-DWG-C-201 VFS-EPM-000-DWG-C-210 VFS-EPM-000-DWG-C-230 VFS-EPM-000-DWG-S-201 VFS-EPM-000-DWG-S-210 (3 SHEETS)
VFS-EPM-000-DWG-G-200 VFS-EPM-000-DWG-G-220 (2 SHEETS)
VFS-EPM-000-DWG-E-201 VFS-EPM-000-DWG-E-205 VFS-EPM-000-DWG-E-210 VFS-EPM-000-DWG-E-211 VFS-EPM-000-DWG-E-212 (SHEET 1)
VFS-EPM-000-DWG-E-212 (SHEET2)
VFS-EPM-000-DWG-E-212 (SHEET 3)
VFS-EPM-000-DWG-E-212 (SHEET 4)
VFS-EPM-000-DWG-E-230 VFS-EPM-000-DWG-E-231 VFS-EPM-000-DWG-J-211 VFS-EPM-000-DWG-P-215 (2 SHEETS)
REF NUMBER TITLE REFERENCES NEXT USED ON 4
CIVIL SYMBOLS, NOTES, AND ABBREVIATIONS BURIAL AREA #1 SITE PLAN BURIAL AREA #1 CIVIL DETAILS STRUCTURAL NOTES, AND ABBREVIATIONS BURIAL AREA #1 STRUCTURAL FOUNDATION PLAN VIEWS BURIAL AREA #1 GENERAL ARRANGEMENT PLAN BURIAL AREA #1 GENERAL ARRANGEMENT SECTIONS ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS BURIAL AREA #1 GROUNDING DIAGRAM BURIAL AREA #1 SINGLE LINE DIAGRAM BURIAL AREA #1 ELECTRICAL UTILITY PLAN BURIAL AREA #1 HEAT TRACE PLAN BURIAL AREA #1 HEAT TRACE ELEVATIONS BURIAL AREA #1 HEAT TRACE ELEVATIONS BURIAL AREA #1 HEAT TRACE SCHEDULE BURIAL AREA #1 PANEL SCHEDULES BURIAL AREA #1 WIRE RUN AND CONDUIT SCHEDULE BURIAL AREA #1 SITE SECURITY PLAN BURIAL AREA #1 PROCESS P&ID REVISIONS 3
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V_E_O_LI_A_N_U-CL_E_A_R_S_O_L_UT-1-0N-S---1 >
Ve O l I A FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352
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F DRAWING INDEX AND GENERAL SYMBOLS VFS-EP M-000-DWG-G-OO 1 SCAL~
NONE SHEET 1
"' 2
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8 I
7 I
6 I
5 J
4 I
3 I
2 I
1 PHASE 2 DRAWING INDEX F
WATF BUILDING F
VFS-EPM-000-DWG-P-400 WESTERN AREA TREATMENT FACILITY P&ID INSTRUMENT AIR SYSTEM WATF PROCESS
SUMMARY
VFS-EPM-000-DWG-P-11 0 (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 r--
VFS-EPM-000-DWG-P-115 (4 SHEETS)
WESTERN AREA TREATMENT FACILITY P&ID URANIUM IX TREATMENT WATF BIODENITRIFICATION AND SOLIDS HANDLING VFS-EPM-000-DWG-G-140 WESTERN AREA TREATMENT FACILITY BIODENITRIFICATION AND SOLIDS HANDLING PLAN VFS-EPM-000-DWG-G-141 WESTERN AREA TREATMENT FAC. BIODENITRIFICATION & SOLIDS HANDLING SECTIONS VWT-EPM-000-DWG-J-101-01 SYSTEM ARCHITECTURE E
VWT-EPM-000-DWG-M-501-00 HYDRAULIC PROFILE E
VWT-EPM-000-DWG-M-601-00 PIPE SUPPORT DETAILS VWT-EPM-000-DWG-P-000-00 DRAWING INDEX VWT-EPM-000-DWG-P-001-00 LEGEND SHEET (1 OF 4)
VWT-EPM-000-DWG-P-002-00 LEGEND SHEET (2 OF 4)
VWT-EPM-000-DWG-P-003-00 LEGEND SHEET (3 OF 4)
VWT-EPM-000-DWG-P-004-00 LEGEND SHEET (4 OF 4)
VWT-EPM-000-DWG-P-100-00 PFD BIODENITRIFICATION TREATMENT SYSTEM VWT-EPM-000-DWG-P-101-00 PFD SOLIDS HANDLING SYSTEM VWT-EPM-000-DWG-P-120-00 PFD MASS BALANCE - PROCESS VWT-EPM-000-DWG-P-121-00 PFD MASS BALANCE - CHEMICALS VWT-EPM-000-DWG-P-200-00 P&ID BUFFER TANK AND TRANSFER PUMP r--
VWT-EPM-000-DWG-P-201-00 P&ID MBBR REACTOR 1A AND 1 B VWT-EPM-000-DWG-P-203-00 P&ID MBBR REACTOR 2 VWT-EPM-000-DWG-P-204-00 P&ID FLOCCULATION TANK VWT-EPM-000-DWG-P-206-00 P&ID DRUM FILTER VWT-EPM-000-DWG-P-207-00 P&ID TREATED WATER SUMP AND PUMP VWT-EPM-000-DWG-P-210-00 P&ID BACKWASH SUMP AND PUMP VWT-EPM-000-DWG-P-211 -00 P&ID SLUDGE THICKENER AND FILTER PRESS FEED PUMP VWT-EPM-000-DWG-P-213-00 P&ID SLUDGE THICKENER BLOWER VWT-EPM-000-DWG-P-214-00 P&ID FILTER PRESS VWT-EPM-000-DWG-P-215-00 P&ID AREA SUMP AND PUMP D
D VWT-EPM-000-DWG-P-300-00 P&ID INSTRUMENT AIR HEADER VWT-EPM-000-DWG-P-301-00 P&ID SERVICE WATER HEADER VWT-EPM-O00-DWG-P-400-00 P&ID METHANOL STORAGE TANK AND DOSING PUMP VWT-EPM-000-DWG-P-401-00 P&ID MICRONUTRIENTS DOSING PUMP VWT-EPM-O00-DWG-P-402-00 P&ID PHOSPHORIC ACID DOSING PUMP VWT-EPM-O00-DWG-P-404-00 P&ID FERRIC CHLORIDE DOSING PUMPS VWT-EPM-O00-DWG-P-405-00 P&ID DRUM FILTER EMULSION POLYMER SYSTEM VWT-EPM-O00-DWG-P-406-00 P&ID SLUDGE THICKENER EMULSION POLYMER SYSTEM WATF SECURED STORAGE FACILITY VFS-EPM-000-DWG-S-170 SECURED STORAGE FACILITY FOUNDATION PLAN AND NOTES i--
VFS-EPM-000-DWG-S-171 (2 SHEETS)
SECURED STORAGE FACILITY FOUNDATION SECTIONS AND DETAILS VFS-EPM-000-DWG-A-170 (2 SHEETS)
SECURED STORAGE FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-E-170 SECURED STORAGE FACILITY POWER & LIGHTING PLAN VFS-EPM-000-DWG-J-170 SECURED STORAGE FACILITY BUILDING SECURITY PLAN VFS-EPM-000-DWG-M-170 SECURED STORAGE FACILITY MECHANICAL PLAN C
BURIAL AREA #1 C
VFS-EPM-000-DWG-E-231 BURIAL AREA#1 WIRE RUN AND CONDUIT SCHEDULE VFS-EPM-000-DWG-M-210 (6 SHEETS)
MECHANICAL BURIAL AREA#1 URANIUM IX TRAIN SKID ARRANGEMENT VFS-EPM-000-DWG-M-211 (4 SHEETS)
MECHANICAL BURIAL AREA#1 URANIUM IX TRAIN SKID FRAME VFS-EPM-000-DWG-P-210 (2 SHEETS)
BURIAL AREA #1 PROCESS FLOW DIAGRAM VFS-EPM-000-DWG-P-215 (3 SHEETS)
BURIAL AREA #1 PROCESS P&ID r--
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PHASE 1 CONCEPTUAL DESIGN fu
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DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE NONE IEDl I SH££T 2 0, 2 8
I 7
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I 5
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I 3
I 2
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F E
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B A
8 7
I GENERAL NOTES:
- 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
- 3.
- 4.
5.
6
- 7.
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 ACTIVITI ES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL AT CONTRACTOR'S EXPENSE.
ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND O\\M'>IER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE.
SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK.
IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES TO IDENTIFY UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
EROSION AND SEDIMENT CONTROL BMP'S INSTALLATION AND MAINTENANCE IS THE RESPONSIBILITY OF CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES.
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.
ABBREVIATIONS:
BMP BEST MAINAGEMENT PRACTICES EL ELEVATION EP EDGE OF PAVEMENT FG FINISHED GRAIDE 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 8
7 6
I 5
4 3
I REF NUMBER I
TITLE I~
f---=-DW.:..:...:cG.:.:N"cO=-:-~=-:=-:--=-:-:cc:T-c:l::cTL:-:-E=:: ___
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2 ELECTRICAL CONDUIT/CABLE COMMUNICATION CONDUIT/CABLE FIBER OPTIC CABLE INJECTION SKID DOMESTIC WATER LINE SANITARY SEWER LINE FENCE LINE GRADE BREAK ANGULAR STONE CONCRETE TRUEGRID PERMABLE PAVERS GRAVEL COMPACTED SOIL OR STRUCTURAL FILL ELECTRICAL POLE DOMESTIC WATER VALVE BACK FLOW PREVENTER FIRE HYDRANT SITE ELECTRICAL NOTES COMMUNICATION NOTES SANITARY SEWER NOTES DOMESTIC WATER NOTES I
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TRUEGRID PRO PAVERS. SEE SECTION A.
4 11\\ TRUCK EXIT GATE
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TRANSFORMER SEE DRAWING VFS-EPM-000-DWG-E-112 97'
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~-1 GATE TREATMENT BUILDING 115' X 160' FF= 995.25' FENCE LINE 0
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I Feet 102' TRUEGRID PRO PAVERS. SEE SECTION A.
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FENCE LINE TRUEGRID MACK PAVERS. SEE SECTION A.
~30-1 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8
7 6
5 4
3 1 8" TRUE GRID PRO PERMEABLE PAVI NG SYSTEM 8" SUB-BASE WITH 3/4" TO 1" CLEAN, [
WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FI LL 2
GENERAL NOTES
- 1.
SEE BMCD-GWREMED-C006 FOR WATF GRADING PLAN AND LAYOUT.
- 2.
SEE VFS-EPM-000-DWG-C-113 FOR SITE UTILITY PLAN.
SEE VFS-EPM-000-DWG-S-101 FOR STRUCTURAL NOTES
~~~-----~~~~I~~
TRUEGRID PRO NOTES:
- 1.
FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT
- 2.
USE 5/8" TO 3/4" AGGREGATE FOR GRAVEL FILL-IN OF GRID.
TRUEGRID PRO PAVING SECTION A SCALE: NONE PHASE 1 CONCEPTUAL DESIGN Ci)veOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 THE OOCV MENT. 0,1,TA., NID JNFOR,.._TIOH CONTAINED THERO<! A.RE CON~IDEHlllll. ~D PROPAIETARYlO',iNSF S. tLC NE ml ER THIS OOCUMEl(J NO!I IINYDAT,o.t INFORMATION lHEREIH W.Y DE PROOVCEO. USEO. RElEASED 011 OISClOSED, INw-101.E OIi 1H PAA'T WITI10UTTNE ~~IIESSED WIUTT!:N CO'ISftn Of' VNSfS llC CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY SITE PLAN REVIS IONS
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\\ f---'---------:=:-:c::c:::-=-'--'--~-~~---j SCALE AS SHOWN EDT SHEET 1 0, 1 3
2 F
E D
C 1li A
8 F
E D
C B
A 8
STUB UP INJECTION LINES TO GRADE FOR CONTINUATION BY OTHERS 7
7 6
B&MCD 6
)
I 0
20 40 M
M
! Feet SITE PLAN SCALE: 1" ; 20'-0" 5
5 4
STORM WATER CULVERT. INSTALLED BY OTHERS.
4 3
3 2
GENERAL NOTES
- 1.
CONSTRUCTION OF ALL SITE UTILITIES SHALL CONFORM TO LOCAL JURISDICTION REQUIREMENTS AND APPROVED CONSTRUCTION SPECIFICATIONS.
- 2.
SEE VFS-EPM-000-DWG-C-101 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.
SITE ELECTRICAL/COMMS/SECURITY NOTES:
- 1.
SEE VFS-EPM-000-DWG-E-112 FOR ELECTRICAL SITE PLAN.
- 2.
SEE VFS-EPM-000-DWG-J-111 FOR SECURITY SITE PLAN.
SANITARY SEWER NOTES:
Q CONNECT TO INTERIOR PLUMBING LINE. INSTALL CLEANOUT. SEE VFS-EPM-000-DWG-P-100 FOR FURTHER DETAILS 0
INSTALL 3" SANITARY SEWER AT A MINIMUM SLOPE OF 2%.
0
~ys;:i~ s~~~ANR;u~E:~~~~~:ig~ g~~~~~~T~~~;EoM s~;~~HERS DOMESTIC WATER NOTES:
8 DOMESTIC WATER FROM WATER METER TO VALVE BY OTHERS.
POINT OF CONNECTION AT VALVE FLANGE.
& NOT USED.
& INSTALL 160 LF OF 3" DOMESTIC WATER SERVICE ALL JOINTS TO BE FULLY RESTRAINED.
B STUB DOMESTIC WATER AT BUILDING. SEE VFS-EPM-000-DWG-P-100 FOR FURTHER DETAILS.
PHASE 1 CONCEPTUAL DESIGN (i)veOLIA VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC 295 Bradley, Suite 300 Richland, WA 99352 1HEOOCUMEN T. DATA,. NIDINFOAJAATIOflCONTAl'lEOTl1ERE'4AAECCfllfl0ENTW.NIOPROPRIETARYTOWSFS. LlCl'IEITiiERl'HISOCCUMENTNO!IAl'IYOA.TAOII INfOIIM.A.U:;)tl THE REN W.'I' ee P/UXIUCED USED. RELEASED 011 OISCLOSfD. ~ w-<Ol! OR IN PMT WllHCJJTll!f EXPRESSEOWflJTTEN CONSENT OF V'NSfS LlC 2
WESTERN AREA TREATMENT FACILITY SITE UTILITY PLAN SCALE AS SHO\\NN EOT SHEET 1
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8 7
6 5
4 3
2 F
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B WEST ELEVATION C-110 SCALE 118"=1'-0" f-------+----------+-R_E_F N_ U_M_BE_R---'-____
T_IT_LE ___
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'===----+-=---,,, F VFS-EPM-000-DWG-C-130 1----'---------R::-::Ec-:-Vl-::cSIO
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2
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STRETCHER BAR (TYP)
~
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7 10'-0" TYP HOG RINGS - SPACED
@ 24" (IN) MAX (TYP)
GATE POST (TYP) - 3 1/2" (IN)
DIA (NOM., SCH. 40) 6
-+--
--i--1 2" ROUND TYP 5
8'-0" OR 12'-0" MATCH FENCE SELVAGE (TYP) 4 TOP HINGE - 180' SWING(TYP) 3 CHAIN-LINK FENCE WITH GATE DETAIL
'.I I
BOLLARD DETAIL STEEL CAP PLATE 1/2" REFLECTIVE TAPE (TYP) 6" STEEL PIPE SCHEDULE 80 PIPE FILL WITH CONCRETE AND PAINT WITH "HIGHLY VISIBLE" COLOR GRADE OR SLAB 0
0
[o 3
BOLLARD DETAILS C-11 0 SCALE: NONE 7
C-110 SCALE: NONE STEEL CAP PLATE 1/2" REFLECTIVE TAPE (TYP)
GRADE OR SLAB 8" STEEL PIPE SCHEDULE 120 PIPE INSERT SLEEVE REMOVABLE BOLLARD DETAIL DWG NO TITLE DRAWING TRACEABILITY LIST 6
5 AS SHOWN ON CIVIL LAYOUTS BROOM FINISH WITH 1/4 TO 12 SLOPE 7
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- 5 DOWEL AT 18" OC
- 4 REBAR AT 18" EA WAY
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(CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS) 4 MISCELLANEOUS EQUIPMENT PAD C-110 SCALE: NONE REF NUMBER TITLE REFE REN CES NEXT USED ON "v
4 3
REVISIONS GATE POST (TYP) - 3 1/2" (IN)
DIA (NOM., SCH. 40) 2 GENERAL NOTES
- 1.
SEE VFS-EPM-000-DWG-C-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS 4'-0" TOP HINGE - 180' SWING(TYP)
~
+---+--
12" ROUND TYP BOTTOM HINGE -
180' SWING (TYP)
CHAIN-LINK FENCE WITH 2
PERSONNEL GATE DETAIL C-110 SCALE: NONE 2
90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION CIVIL DETAILS VFS-EPM-000-OWG-C-150 SHEE1 1
OF 2 c F
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C 0
F E
D C
B A
8 7
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I 14'-8
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Ll-coNTROL JOINTS I
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f-1'1---4" CONCRETE SLAB SLOPE TO DRAIN 1---1>+--- B"CMU BLOCK WALL
-"'---'-- -----------------------------------~
PLAN GATE CONCRETE FILLED 6' DIA.
STEEL POST ANCHORED TO CONCRETE FOOTING
~
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-qi,- -- TOPOFCAP - -- -
-~
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CONCRETE FILLED 6" DIA, STEEL POST ANCHORED TO CONCRETE FOOTING 1" DIA. GALV, PIPE SLEEVE (4" DEPTH) 5 4
.---fff:lj!I. ___ (1) #5 BARS CONT. BOND BEAM 2 TOP, BOTTOM & 411"0.C.
STUCCO/STONE VENEER ------1---<irTII (MATCH BUILDING COLOR & PATTERN)
- 6 VERT. AT 24" O.C.
8" CMU BLOCK WALL
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'-/"TOPOFASPHALT ---------
PAVEMENT WALL SECTION s
TRASH ENCLOSURE DETAIL C-110 SCALE: NONE 8
7 6
5 4
3 3
2 GENERAL NOTES:
- 1.
SEE VFS-EPM-000-DWG-C-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F
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VFS-XXX-XXX-DWG-X@
11111 8
LIGHTING FIXTURE, LED EXIT LIGHT LIGHTING FIXTURE, WALL MOUNT 2A:10B:C RATED FIRE EXTINGUISHER MOUNTED NO HIGHER THAN 40" A.F.F.
TEMPERED GLASS NUMBER (DETAIL REFERENCE)
SHEET NUMBER REFERENCE NUMBER (DETAIL REFERENCE)
REFERENCE ON SAME SHEET AS DETAIL CALLOUT NUMBER (DETAIL REFERENCE)
DRAWING NUMBER REFERENCE LETTER (SECTION/ELEVATION REFERENCE)
DRAWING OR SHEET NUMBER REFERENCE METAL WALL PANEL COMBINATION EMERGENCY LIGHTING AND EXIT SIGN PER I. B.C./NFPNIFC. (BATTERY BACK UP)
EXTERIOR SIGNAGE LIGHTING EXTERIOR SECURITY LIGHT FIXTURE INDICATES ROOF DRAIN AND OVERFLOW INDICATES SLOPE 2 PORT CATS ETHERNET WALL PORT 2 PORT CAT6 ETHERNET FLOOR PORT 2'X4' ACOUSTICAL CEILING TILE INDICATES ROOF ELEVATION CHANGE METAL ROOF PANEL 7
7 I
6 ABBREVIATIONS ACT ADA AFF ALUM ANDZ BOB CIC CFMS CJ C.I.
CLG C-BRD CG CLR CMU CONG CONST CONT CPT CT DS EIFS ELEV ENAM EQP EWC EXPO FD FE FEC FF FFIN FS GA GALV GB GWB HB HM HORIZ HR INSPN LAV LS MATL MAX MCJ MFRS MIN ACOUSTICAL CEILING TILE AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ALUMINUM ANODIZED BOTTOM OF BEAM CENTER TO CENTER COLD FORMED METAL STUD CONTROL JOINT CONTINUOUS INSULATIONS CEILING CEMENT BOARD CORNER GUARD CLEAR CONCRETE MASONRY UNIT CONCRETE CONSTRUCTION CONTINUOUS CARPET CERAMIC TILE DOWN SPOUT EXTERIOR INSULATION FINISH SYSTEM ELEVATION ENAMEL EQUIPMENT ELECTRIC WATER COOLER EXPOSED FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGU ISHER CABINET FINISHED FLOOR FACTORY FINISH FINISHED SURFACE GAUGE GALVANIZED GRAB BAR GYPSUM WALL BOARD HOSE BIB HOLLOW METAL HORIZONTAL HOUR INSPECTION LAVATORY LANDSCAPING MATERIAL MAXIMUM MASONRY CONTROL JOINT MANUFACTURERS MINIMUM 6
MISC MTL NIC NTS OF OFCI OFOI OSB P-#
PLAM PLN PLWD PRE PT RBR RD REFR RM RO RWL S-TRD SAi SATC SC SD SF SHT SHT-V SIM SLR SPEC STL TBD THK TPD TOC TYP UNO UR VERT VCT VGB VIN WC WD WH "X"
MISCELLANEOUS METAL NOT IN CONTRACT NOTTO SCALE OVERFLOW DRAIN OWNER FURNISHED, CONTRACTOR INSTALLED OWNER FURNISHED, OWNER INSTALLED ORIENTED STRAND BOARD PAINT TYPE NUMBER PLASTIC LAMI NATE PLAN PLYWOOD PRE FINISHED PRESSURE TREATED RUBBER ROOF DRAIN REFRIGERATOR ROOM ROUGH OPENING RAIN WATER LEADER STAIR TREAD SOUND ATTENUATION INSULATION SUSPENDED ACOUSTICAL TILE CEILING SOLID CORE SOAP DISPENSER SQUARE FEET SHEET SHEET VINYL SIMILAR SEALER SPECIFICATION STEEL TO BE DETERMINED THICKNESS TOILET PAPER DISPENSER TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE URINAL VERTICAL VINYL COMPOSITION TILE VERTICAL GRAB BAR VINYL WATER CLOSET WOOD WATER HEATER FIRE RESISTANT LABELED GWB 5
4 BUILDING ENVELOPE NOTES 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.
I REF NUMBER I TITLE f\\'."
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5 t
4 I
3 3
REVISIONS I
2 I
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
- 1.
ALL WORK SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (IBC), NFPA 101, 201 7 NATIONAL ELECTRIC CODE, UNIFORM PLUMBING CODE, AND LOCAL JURISDICTION REQUI REMENTS
- 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, HEAL TH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED BY THE CONTRACT.
- 5.
REFER TO ELECTRICAL AND MECHANICAL DRAWI NGS FOR ADDITIONAL INFORMATION PERTAINING TO EACH DISCIPLINE.
6 REFER TO PROJECT CONSTRUCTION SPECIFICATIONS FOR ADDITIONAL INFORMATION
- 7.
ALL METAL BUILDING DETAILS AND CALLOUT$ ARE FOR REFERENCE ONLY METAL BUILDING MANUFACTURER DETAILS SHALL SUPERCEDE DETAILS IN THIS SET.
/
PRELIMINARY OR PERMIT SET.
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F
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NUCLEAR SOLUTIONS - FEDERAL SE:t,i~~ ~
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CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY NOTES AND LEGEND A
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8 I
7 I
6 F
E D
C B
A 8
7 I
6 I
s 4
I CODE ANALYSIS:
GENERAL INFORMATION AUTHORITY HAVING JURISDICTION:
CODE*
PROJECT ADDRESS*
ZONING*
PROJECT DESCRIPTION:
PARKING REQUIRED:
EV PARKING INFRASTRUCTURE:
CHAPTER 3 OCCUPANCY CLASSIFICATION*
CHAPTER 5 ALLOWABLE HEIGHT (FT.), TABLE 504.3:
ALLOWABLE STORIES ABOVE GRADE, TABLE 504.4:
ALLOWABLE AREA (SQ. FT.), TABLE 506.2:
ALLOWABLE AREA INCREASE, SECTION 506:
<A = (A + (NS X I)>
<W = (L 1 X w1 + L2 X w2... ) / F>
PROPOSED HEIGHT (FT.):
PROPOSED STORIES ABOVE GRADE:
PROPOSED AREA, PER FLOOR:
PROPOSED TOTAL BUILDING AREA*
REQUIRED OCCUPANCY SEPARATION, TABLE 508.4:
CHAPTERS CONSTRUCTION TYPE, TABLE 601 :
EXTERIOR WALL FIRE RATING REQUIREMENT, TABLE 602 CHAPTER 7 ALLOWED EXTERIOR WALL OPENINGS, TABLE 705.8 PARAPET EXCEPTION, SECTION 705.1 1:
CHAPTERS FIRE SPRINKLER SYSTEM REQUIRED, IBC SECTION 903/IEBC SECTION 804.2.2:
FIRE SPRINKLER SYSTEM INSTALLED:
FIRE EXTINGUISHERS REQUIRED, SECTION 906:
FIRE ALARM SYSTEM, SECTION 907:
F-2: 23,000 SQ. FT.
CITY OF CIMARRON IBC N/A NO F-2 (LOW HAZARD FACTORY) 55 FT. (NON-SPRINKLERED)
F-2: 3 STORIES (NON-SPRINKLERED)
(NON-SPRINKLERED)
PER SECTION 507.3 BUILDING IS ALLOWED TO BE UNLIMITED AREA 45'-8" 1 STORY 18,397 18,397 PRE ENGINEERED MTL. BLDG.
TYPE 11-B CMU W/INTERIOR METAL STUDS WALLS N/A, NOT REQU IRED NOLIMIT NOT REQD, EXCEPTION 1 NO N/A YES SEE EXIT PLAN YES IF REQUIRED, SYSTEM SHALL MEET NFPA 72 REQUIREMENTS CHAPTER 10 OCCUPANT LOAD, TABLE 1004.1.2:
NON PROCESS OCCUPANCY F-2 PROCESS OCCUPANCY:
TOTAL BUILDING OCCUPANCY:
MEANS OF EGRESS CAPACITY, SECTION 1005:
MEANS OF EGRESS COMPONENTS :
MEANS OF EGRESS, STAIRWAYS:
NUMBER OF EXITS, SECTION 1006:
PANIC HARDWARE REQUIRED, SECTION 1010.1.10*
EXIT SIGNS SHOWN ON PLANS, SECTION 1013:
HANDRAIL TYPE, SECTION 1014.3 MAXIMUM EXIT TRAVEL DISTANCE. TABLE 1017.2:
CHAPTER29 MINIMUM NUMBER OF PLUMBING FIXTURES. TABLE 2902.1:
OCCUPANCY CLASSIFICATION:
OCCUPANTS (PER GENDER):
WATER CLOSETS FEMALE*
MALE:
LAVATORIES:
FEMALE:
MALE:
41 OCCUPANTS 78 OCCUPANTS 11 9 OCCUPANTS B/M: 11 9 OCCUPANTS X 0.2" = 23.8" REQ'D WIDTH N/A NON-PROCESS 41<49 = 1 EXIT REQ'D, 2 PROVIDED F-2 (PROCESS) 78>49 = 2 EXITS REQ'D, 5 PROVIDED (TOTAL OF 7 EXITS PROVIDED)
NO VFS-EMP-000-100 SHEET 3&4 (REFLECTED CEILING & LIGHTING PLAN)
F-2: 300'-0" TRAVEL DISTANCE F-2 (*USING REQUIREMENTS OF M OCCUPANCY)
TOTAL I
OCCUPANTS: 119 / 2 = 60 (1 :1 00) = 1 REQ'D, 1 PROVIDED (1100) = 1 REQ'D, 1 PROVIDED (1 :100) = 1 REQ'D, 1 PROVIDED (1 :100) = 1 REQ'D, 1 PROVIDED REF NUMBER I TITLE
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r LIU...LJ...1_._._.LJ...1_._._.LJ...1..L.L..........L.L.J..ILll---'..._._._._.LJ...1_._._.LJ...IU-L.LJ...IU-L.LJ...IU-L.LJ...l--'-'-.LJ...1--'-'-.....__....,................._.._ __
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MAIN F.1~?~. ~
~
fC\\ SOUTH ELEVATION
\\e'l,0-1 SCALE: 1/8"=1'-0"
({)
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I I
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11
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I I
I I
I T T I
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1 111 111 11111 I
~Vl;_HEIGHT __
15 -7'
=
X
~3 2~
TT
~
~
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8 10 L@
ID\\ EAST ELEVATION SCALE: 1 /8"= 1 '-0" 24" I
FEET 7
I 6
I 5
t 4
I 3
I T
I 3
I 2
I 1
ELEVATION KEY NOTES:
CD PRE-FINISHED METAL WALL PANEL, TYP.
CD SECURITY LIGHTING OVER DOOR (PROVIDE EMERGENCY BACKUP POWER), TYP CD EXTERIOR LIGHT FIXTURE, TYP.
© KNOX BOX HOLLOW METAL DOOR, TYP.
© 24"x24" OPENING FOR FAN, REFER TO MECHANICAL 0
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 PRELIMINARY OR PERMIT SET.
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F
E D
C 0
~ i
'~---------------------~/
~~
,--------------------------t U/
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295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com ~
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R~~~:i~R A~l~~~i~~TI~:r:~:::-:~!~R~-~~R~~~~~:~~!loguc::~::; ~:::/:~
~
WESTERN AREA TREATMENT FACILITY 1--------+-=-~-----c.,-/
BUILDING ELEVATIONS 2
I 1
8 7
6 5
4 3
2 ELEVATION KEY NOTES:
G)
PRE-ENGINEERED BUILDING FRAME, TYP.
CD BATT INSULATION, TYP.
0 8" WALL GIRT, TYP.
F H
F cp
© DENSGLASS WALL SHEATHING, TYP.
HOLLOW MET AL DOOR, TYP
© 8" ROOF PURLIN, TYP F
(J)
ENDWALL BUILDING COLUMNS, TYP.
t'-. EAV_; HEIGHT _
~ 40'-0" E
E E
SECTION A-100-2 SCALE 1/8";1'-0" D
D cp T
C F
SECTION A-100-2 SCALE: 1/8";1'-0" B
A REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 8
7 6
5 4
ENLARGED G
SECTION A-110-3 SCALE: 1/2";1'-0" 3
REVISIONS PRELIMINARY OR PERMIT SET.
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION 2
F WESTERN AREA TREATMENT FACILITY BUILDING SECTIONS VFS-EPM-000-DWG-A-110 C
SCALE AS SHO\\NN EDT SHEET 3 OF 3
C LL 0
8 7
6 F
E D
ENLARGED RESTROOM PLAN SCALE: 1 /2" = 1 '-0" C
B ELEVATION A ELEVATION B A
8 7
6 5
4 uf-------~ ---------1 ELEVATION A
~
ELEVATION B ELEVATION C ELEVATION D RESTROOM ELEVATION A
/
/
/
/
SCALE: 1 /4" = 1 '-0" ELEVATION C RESTROOM ELEVATION B SCALE: 1 /4" = 1 '-0" DWGNO TITLE DRAWING TRACEABILITY LIST 5
ELEVATION D REF NUMBER TITLE REFERENCES NEXT USED ON 4
3 2
TYPICAL ADA RESTROOM PLAN SCALE: 1 /2" = 1 '-0"
,---7 T=;=
~~~~---+----J-,_~10-~~M_AX_*1r~---
~6"MIN.
RESTROOM KEY NOTES:
0 FAUCET-AMERICAN STANDARD MODE L 6053-204-002 0
MIRROR CD LAVATORY-KOHLER K-2084-N-D TOILET SEAT COVER DISPENSER
© S.S. GRAB BAR (j)
~~~~
2
~Ti 2
~ CLOSET-AMERICAN STANDARD MDDEL TOILET PAPER DISPENSER
© DOOR 6" RESILIENT WALLBASE NOTES:
ALL FIXTURES TO MEET ADA REQUIREMENTS CONTRACTOR TO SUBMIT ALL ADA CASEWORK AND HARDWARE FOR REVIEW PRIOR TO ORDERING KEYED NOTES:
CD A.DA S.S. VERTICAL GRAB BAR CD S.S. GRAB BAR. MOUNT WI CENTERLINE AT3&+" A.FF.
CD FRP TO 5'--0" A.F.F. (VERIFY)
© A.DA APPROVED TOILET {PROVICE SUBMITTAL)
© RECESSED TOILET TISSUE DISPENSER
© A.DA PAPER DISPENSER (J)
A.DA APPROVED MIRROR A.DA APPROVED SINK NOTE: CONTRACTOR TO PROVIDE SHOP DRAVVINGS Af\\O HARCM/ARE SUBMITTALS FOR REVIEW PRIOR TO ORDERING VERIFY PRELIMINARY OR PERMIT SET.
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F
E D
C I
(/)
0 N
~
§
a~
REVISIONS 3
(i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SE1/4~g~t ~
295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
~F~~~N;;~;~:~ ~:~~~~0~~~~~~~:;~R~~g~:E~:~~~?:~~~~l~~~R~.:;_;p,~~i;~:l~~Nogu~~:;~:;~~~r
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CIMARRON A
PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY RESTROOM PLAN F
VFS-EPM-000-DWG-A-120 5
SHffT 1 0, 2 2
F E
D C
B A
\\
i I
8 7
8'-8" --------i f'if------,,
- :1 II II iJ._ _____ _jJ ENLARGED BREAKROOM PLAN SCALE: 1/2"= 1 '-0" 11/2" 1'-4" 3'
2'-2" ELEVATION A SCALE: 1 /2" = 1 '-0" O'
2' 4'
8' 12' 114" = 1'-0" i"""I -
liiiiiiiiiiiiil SCALE FEET 8
7 6
7'-0" 1"
1' 1'-11" 2'
2' 5
I
1""
I '\\
I I
I
- +- -=- -=- l
_J
/
I
/
1'-6" __
/
2 ENLARGED RESTROOM PLAN A-100-2 SCALE: 112"=1'-0" 4
ELEVATION B ELEVATION C SCALE: 112" = 1 '-0" SCALE: 1/2" = 1 '-0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6
5 4
3 2
I. J
~
D 0---------*----------'1 (
~
ENLARGED STORAGE/REPRO PLAN SCALE: 1/2"=1'-0" 2'
1' 2'
2' KITCHEN CASEWORK KEY NOTES:
CD PLASTIC LAMINATE COUNTER/6" BACKSPLASH (D
PLASTIC LAMINATE CASEWORK CD 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 EQUIPM ENT
- 4. FIELD VERIFY SITE DIMENSIONS FOR ALL CASEWORK PRELIMINARY OR PERMIT SET.
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION F
E D
C LL 0
0 N
~
~ i
- i; (i)veOLIA VEOLIA ~
NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
,ev ELEVATION D SCALE: 1/2" = 1 '-0" REVISIONS 3
2 WESTERN AREA TREATMENT FACILITY ARCHITECTURAL PLAN VFS-EPM-000-DWG-A-120 D
SH£[T 2 Of" 2
F E
D C
B A
8 7
600S162-42 LATERAL BRACING 0
DETAIL-TYPICAL 1 t-----
SCALE: NONE 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 6
5 RIM TRACK JOIST PER PLAN TOP TRACK CLIP ANGLE STIFFENER - BACK OF JOIST 0 ?c~!~~~-TYPICAL WALL ASSEMBLY:
- 5/8" DENSGLASS SHEATHING
- 718" 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 EXTERIOR WALL 0 AT OFFICE AREA EXTERIOR WALL 0 AT PROCESS AREA INTERIOR WALL AT 0 OFFICE AREA WALL ASSEMBLY:
- TYPE 'X' 5/8" GWB
- 550SFS162-33EQS STUDS @ 16" OC
- SOUND BATT INSUL (OPT)
- TYPE 'X' 5/8" GWB 1-HR RATED INTERIOR WALL AT OFFICE AREA 0 GA FILE WP 1072 8
CORRIDOR CEILING ASSEMBLY
- (1) LAYER TYPE 'X' 5/8" GWB
- 1000162-43 JOISTS@ 16" OC
- (1) LAYER TYPE 'X' 518" GWB "ACOUSTIC CEILING TILE 1'-0"
~:::t:::======l_J_
1-HR RATED CEILING AT OFFICE AREA 0 GA FILE: WP 1072 (SIM) 7 CORRIDOR CEILING ASSEMBLY*
- 1000162-43 JOISTS@ 16" OC
- ACOUSTIC CEILING TILE 1'-0" l==:;:::::====I _J_
TYPICAL CEILING AT 0
OFFICE AREA CORRIDOR CEILING ASSEMBLY:
- 26GA METAL ROOF PANEL BY PEMBMFR
- 8" METAL PURLINS BY PEMB MFR
- 718" RESILIENT CHANNEL@ 16" OC
- 518" DENSGLASS SHEATHING TYPICAL ROOF AT 0 PROCESS AREA WALL/ROOF/CEILING ASSEMBLIES SCALE: 1" = 1'-0" DWGNO TITLE DRAWING TRACEABILITY LIST 6
5 4
(2) #10 SCREWS AT 24" C/C ONE PER FLANGE TOP AND BOTTOM TRACK OR C-SHAPES PER SCHEDULE METAL STUD HEADER 0 ?c~!~~N~-TYPICAL 3
JOIST PER PLAN WEB REINFORCEMENT - DOUBLE WEB 0 ?c~!~~N~-TYPICAL WALL ASSEMBLY:
- 518" DENSGLASS SHEATHING
- 800SFS 162-43EQS STUDS @ 16" OC
- 518" DENSGLASS SHEATHING TYPICAL WALL BETWEEN 0
PROCESS AREAS REF NUMBER TITLE REFERENCES NEXT USED ON 4
REVISIONS 3
2 5/8" TYPE 'X'-----1.1 GYPSUM BOARD BRACKET MOUNTED 48" AFF SECTION D
(1) 2A:10BC, UL------
LISTED FIRE EXTINGUISHER INSIDE FINISH FLOOR ELEVATION VIEW 5/8" TYPE 'X' GYPSUM BOARD CAULKING COMPOUND AT FULL PERIMETER METAL STUDS (1) 2A:10BC, UL LISTED FIRE EXTINGUISHER CABINET DOOR WITH TEMPERED GLASS LIGHT F
E D
FIRE EXTINGUISHER 0 ~~~~~N~T DETAILS C
i:i 0
PRELIMINARY OR PERMIT SET_
~
=~~~~:i~i:~;:~~:;:R IMPLEMENTATION i
(i)veOLIA F
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
VFS-EP M-1 OO-DWG-A-130 s
sc... u AS SHOWN l!OT SNEET 1 OF 2
2
8 I
7 I
6 I
5 4
I 3
I 2
I 1
HARDWARE NOTES
- 1.
SEE VFS-EMP-DWG-000-A-110 SHEET 2 FOR GENERAL tu
~s r,em=~7 NOTES, LEGEND, AND ABBREVIATIONS.
I--
- '.§ <ii tii ~
(;! w "- a:(/)
- 2.
DOOR AND FRAME FINISH COLORS SHALL BE tug
(/) 0
~ ~
DETERMINED BY THE OWNER. CONTRACTOR SHALL w (;)
(/)
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(/)
u g 15 rn
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F DOOR SCHEDULE
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- 3.
TABLE SHOWS MINIMUM DESIRED HARDWARE
~ ~ w >-
<( w UI S1 It'. (/) It'. <( It'. ~w~
FUNCTIONS. ALL HARDWARE SHALL HAVE ALL NOOF DOOR SIZE DOOR FRAME oz u._
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rn o >w
~ ~ S1 REMARKS SHEET NO DOOR NO DOORS MATL FINISH OUVERSIZE LABEL DETAIL NO
_J <( u._ z
<( I-- ii'.>
OPERABLE PARTS, A SHAPE THAT IS EASY TO GRASP WIDTH HEIGHT THK TYPE MATL FINISH TYPE
<..) "- Ow "-
(/) "- 0 WITH ONE HAND, AND DOES NOT REQUIRE TIGHT A-100-SH2 101 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT GRASPING, PINCHING OR TWISTING OF THE WRIST TO A-1 00-SH2 102 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT OPERATE AS PER ICC/ANSI 117.1.
A-100-SH2 103 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN 3' O" PER A-100-SH2 104 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN H
PER
~
~-p 4
ALL HARDWARE TO BE CONFIRMED WITH OWNER PRIOR 7"-:tE_
SCHEDULE TO PROCUREMENT.
A-1 00-SH2 105 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN
- I 4"
~-
A-100-SH2 106 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN I
r-t 5
PROVIDE TEMPERED GLASS IN ALL DOORS, 24" OF A-100-SH2 107 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT 45 MIN
,~ I DOOR SWING IN ANY ADJACENT PLANE; ANY PANE A-100-SH2 108 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN LARGER THAN 9 SQUARE FEET, AT EXPOSED BOTTOM A-100-SH2 109 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT 45 MIN PER EDGE LESS THAN 18 INCHES ABOVE FINISHED FLOOR, 7'-0" EXPOSED EDGE MORE THAN 36" ABOVE FINISHED A-100-SH2 110 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT 45 MIN l
SCHEDULE FLOOR AND WITHIN 36 INCHES OF ADJACENT WALKWAY A-1 00-SH2 111 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 3'-7" I
AND ABOVE DOORS.
A-1 00-SH2 112 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN A-100-SH2 113 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAI NT 45 MIN
- 6.
INSULATED DOOR, GASKET AT PERIMETER OF DOOR AND FRAME, RETRACTABLE DOOR SEAL AT THE DOOR E
A-1 00-SH2 114 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT 45 MIN A
B C
1 BOTTOM E
A-100-SH2 115 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT 45 MIN A-100-SH2 116 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT A-100-SH2 117 2
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT DOOR TYPES FRAME TYPES A-100-SH 1 118 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT A-100-SH1 11 9 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT NOTE:
A-100-SH1 120 1
3'-0" 7'-0" 1 314" A
MTL PAINT 1
MTL PAINT
~
= TEMPERED GLASS A-100-SH1 121 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT HARDWARE BY MANUFACTURER A-1 00-SH1 122 1
16'-0" 18'-0" 1"
C MTL FFIN 1
MTL PAINT A-100-SH1 123 1
3'-0" 7'-0" 1-314" A
MTL PAINT 1
MTL PAINT HARDWARE BY MANUFACTURER A-100-SH1 124 1
8'-0" 10'-0" 1"
C MTL FFIN MTL PAINT A-100-SH1 125 1
3'-0" 7'-0" 1-314" B
MTL PAINT 1
MTL PAINT HARDWARE BY MANUFACTURER A-100-SH1 126 1
8'-0" 10'-0" 1"
C MTL FFIN 1
MTL PAINT A-100-SH1 127 1
3'-0" 7'-0" 1-314" A
MTL PAINT MTL PAINT HARDWARE BY MANUFACTURER A-100-SH1 128 1
16'-0" 10'-0" 1"
C MTL FFIN 1
MTL PAINT A-100-SH1 129 1
3'-0" 7'-0" 1 3/4" A
MTL PAINT MTL PAINT A-100-SH2 130 1
3'-0" 7'-0" 1-3/4" B
MTL PAINT 1
MTL PAINT D
3'-0" D
WINDOW SCHEDULE H
15'-0"7 15'-0"7 15'-0"1 SHEET NUMBER WINDOW FRAME DETAILS REMARKS WINDOW TYPE SIZ MIN (WXH)
MATL THK TYPE MATL FINISH FIRE RATING
'~~ ri r1
~ II# I A-100-SH2 A
3'-0"x3'-1 o*
INSULATED 1"
ALUM CLEAR
- II
- II A-100-SH2 B
5'-0"x4'-0" INSULATED 1"
ALUM CLEAR A-100-SH2 C
5'-0"x4'-0" INSULATED 1"
HM PAINT
+-
+-
A-100-SH2 D
6'-0"x4'-0" INSULATED 1"
HM PAINT 3'-2" 3'-0" 3'-0" 3'--0" t
t t
j A
B C
D WINDOW TYPES C
INTERIOR FINISH SCHEDULE FINISH MATERIALS C
WALLS CEILING MATERIAL SPECIFICATIONS ROOM ROOM NAME FLOOR NORTH NO FIN ISH EAST SOUTH WEST REMARKS B1 4"H RUBBER BASE BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH BASE MATERIAL FINISH MATERIAL FINISH HEIGHT 82 6"H RUBBER BASE
,or ELECTRICAL CONC Bl GWB '
Pl Bi Gws' Pl B1 GWB P1
.81 GW8 Pl wrr gq CONC SEALED CONCRETE INSTRUMENT 102 ROOM CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'--0" FRP FIBER REINFORCED PLASTIC PANELS 103 OFFICE 2 CONC 81 GWB P1 8 1 GWB P1 B1 GWB P1 B1 GW8 P1 PCT 9'-V-Pl GENERAL WALL PAINT, SHERWIN WILLIAMS OR EQUAL 104 ENERCON OFFICE CONC B1 GWB P1 B1 GWB P1 B1 GWB Pl 81 GWB P1 ACT 9'-0" CP CARPET
)05 OFIFICE1 CONC 81 GWB P1 81 GWB P1 81 GWB P1 81 GW8 Pl Ac:T 9'-V-106 CONTROL ROOM CONC Bl GWB P1 B1 GWB P1 B1 GWB Pl Bl GW8 P1 ACT 9'--0
GjrD 107 STOflAGE/REPO CONC 81 GWB Pl 81 GWB P1 81 -
P1 81 GWB P1
/>CT 9'41' N
u..
108 CONFERENCE CP B1 GWB P1 B1 GWB Pl B1 GWB P1 B1 GWB Pl ACT 9'--0" 0
B N
109 RE.STROOM CONC 82 GWB FRPIPI
,82 GWB FRPIPI 82 GWB FRPIPI 82 GWB FRP/P1 f,,c:T 9'41' I
.YL 110 RESTROOM CONG B2 GWB FRP/P1 B2 GWB FRP/P1 B2 GWB FRP/P1 82 GWB FRP/P1 ACT 9'-0"
/
\\
g PRELIMINARY OR PERMIT SET.
111 BREAKROOM CONC B1 GWB P1 81 GWB P1 81 GWB P1
"' 81 GW8 P1
~ ACT g.,:r*
f 112 CORRIDOR CONC B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB Pl ACT
~10'~"
NOT FOR CONSTRUCTION,
~
RECORDING PURPOSES OR IMPLEMENTATION ;
,113 JANITOR CLOSET CONC 81 GWB P1 B1 GWB P1 B1 GW8 Pl B1 GWB P1 ACT 1/410'41' 114 DATA ROOM CONG B1 GWB P1 B1 GWB P1 B1 GWB P1 B1 GWB P1 ACT 9'~"
\\..
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115 STORAGE ROOM CONC B1 GWB Pl B1 GWB P1 B1 GWB Pl Bl GWB Pl ACT 9'--0" (i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 11 TNE DOCUM9ff. llATA. A'IO INfORW.TION COOTAt.ED THEl!E tl ARE OONflOENTIAL A'ID ?ROPRIETARYTO KURIOO. NC. N~liHER THIS DOCUMENT NOR ~y DATA OR
~
INFORM.\\TJON TliEREIN MAY SE PROOUCEO. USED. RELEASED OR DISCLOSED. IN 'MIOLE OR IN PAH. WITI,OJT lHE EXPRESSED MUTTEN CONSENT OF KUROI. NC NAME OAT~p,v; CIMARRON A
G-GREEN PUMP AND TREAT SYSTEM PROJECT A
1:tCORBIN
--woo WESTERNAREATREATMENT SMOORE
~SFS I
E LLOYD
~
SfS FACILITY ARCHITECTURAL DOOR, WIN., & FINISH SCH.
REF NUMBER I TITLE
~ '
DESCRIPTIOO
~
FI w~oo VFS-EPM-1QQ-DWG-A-13Q Is DWGNO TITLE REFERENCES
~"
DESIGWAVTMORITY
/
DRAWING TRACEABILITY LIST NEXT USED ON
'::,\\
REVISIONS SCALE AS SHOWN I EDT I SHEET 2 0, 2 8
I 7
I 6
I 5
t 4
I 3
I 2
I 1
8 I
7 I
6 I
5
~
4 I
3 I
2 I
1 LINES:
SYMBOLS (CONTINUED)
ABBREVIATIONS:
INSTRUMENT/FUNCTION SYMBOLS:
GENERAL NOTES CONDUCTOR/CONDUIT A
AMPERES PRIMARY LOCATION
~
SURGE PROTECTION DEVICE,
BA1 BURIAL AREA 1 NORMALLY ACCESSIBLE TO
- 1.
ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL UNDERGROUND CONDUIT INTERNAL CBL CABLE ELECTRICAL CODE, 2017 EDITION.
OPERATOR
---E - - -
ELECTRICAL CONDUCTOR/CONDUIT CKT CIRCUIT F
- g DUPLEX RECEPTACLE CTRL CONTROL
@)
F
--G--
GROUNDING CONDUCTOR DP DISTRIBUTION PANEL DISCRETE INSTRUMENTS EMBEDDED REBAR OS DISCONNECT SWITCH
=@
DOUBLE DUPLEX RECEPTACLE EGC EQUIPMENT GROUNDING CONDUCTOR
,~~,
FACP FIRE ALARM CONTROL PANEL
~
SHARED DISPLAY, F.O.
FIBER OPTIC
- g DUPLEX RECEPTACLE, GROUND G
GROUND SHARED CONTROL GFCI FAULT CIRCUIT INTERRUPTER GEC GROUNDING ELECTRODE CONDUCTOR SWITCHED GES GROUNDING ELECTRODE SYSTEM DUPLEX RECEPT AGLE, GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER NEUTRAL
- g FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR GFCI WITH WEATHERPROOF COVER GND GROUNDING CONDUCTOR GROUND WP HMI HUMAN MACHINE INTERFACE HP HORSEPOWER cm::::::a=-::,
MUL Tl-OUTLET ASSEMBLY HVAC HEATING, VENTILATION & AIR CONDITIONING HZ HERTZ SYMBOLS:
1/0 INPUT/OUTPUT A
2' X 4" LUMINAIRE IX ION EXCHANGE
=
KV KILO-VOLT J_
A= FIXTURE TYPE KVA KILO-VOLT AMPERES CORD & PLUG/RECEPTACLE KW KILO-WATT E
t A
4' X 4" LUMINAIRE KWH KILO-WATT HOUR E
=
LED LIGHT EMITTING DIODE A = FIXTURE TYPE LP LIGHTING PANEL
(
LSI LONG SHORT INSTANTANEOUS A
1' X 4' LUMINAIRE LSIG LONG SHORT INSTANTANEOUS GROUND FAULT NON-FUSED DISCONNECT SWITCH
~
MCC MOTOR CONTROL CENTER A= FIXTURE TYPE MLO MAIN LUGS ONLY A
N NEUTRAL 6
CJ 2' X 4' LUMINAIRE NEC NATIONAL ELECTRICAL CODE A= FIXTURE TYPE p
PUMP/POLE BREAKER FUSED DISCONNECT SWITCH PH PHASE PLC PROGRAMMABLE LOGIC CONTROLLER A
1' X 4' LUMINAIRE W/ EMERGENCY PLG PLUG
~ BATTERY PACK pp POWER PANEL FUSE A= FIXTURE TYPE PWR POWER A
RCPT RECEPTACLE
[:;;.ji 2' X 4' LUMINAIRE W/ EMERGENCY SKD SKID
~
LINE BREAK BATTERY PACK SPD SURGE PROTECTIVE DEVICE A= FIXTURE TYPE SWBD SWITCHBOARD CONNECTION POINT/ GROUND ROD V
VOLTS b
VA VOLT AMPERES HIGH BAY LUMINAIRE VFD VARIABLE FREQUENCY DRIVE EXOTHERMIC BOND OR COMPRESSION A= FIXTURE TYPE w
WATTS/WIRE D
FITTING CONNECTION WATF WESTERN AREA TREATMENT FACILITY D
~
HIGH BAY LUMINAIRE WITH EMERGENCY WP WEATHERPROOF I)
BATTERY PACK XFMR TRANSFORMER A= FIXTURE TYPE XO TRANSFORMER SECONDARY NEUTRAL 20A CIRCUIT BREAKER (TRIP)
I WALL MOUNTED LUMINAIRE I) 1500 f-@
A= FIXTURE TYPE CIRCUIT BREAKER (TRIP/FRAME)
A I
2000
~
WALL MOUNTED EXIT SIGN A= FIXTURE TYPE
-3 CURRENT TRANSFORMER
~A CEILING MOUNTED EXIT SIGN A= FIXTURE TYPE 0
MOTORX=HP SWITCH f'::,.
$3 3-WAY SWITCH
\\..AA_A.,I t rvy TRANSFORMER C
C
-b GROUND 8
KILOWATT HOUR METER rH 1)225 ~
-=
I 225 D POWER PANEL, MAIN BREAKER PP-1 I
100+
~
~ll LIGHTING PANEL,
~
MLO, NUMBER INDICATES
~
PANEL SIZE
- u.
B 0
~
I 90% DESIGN
,!Q._
r -7 0
I I
ENCLOSURE/SKID PRELIMINARY OR PERMIT SET,
~
L_J NOT FOR CONSTRUCTION, 3:
0 RECORDING PURPOSES,
~
B OR IMPLEMENTATION
~
VARIABLE FREQUENCY DRIVE
~~
(i)veOLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES B
295 Bradley Blvd. Suite 300 Richland, WA 99352 SURGE PROTECTION DEVICE, www.nuclearsolutions.veolia.com
~
EXTERNAL TliE DOCVMENT. OAlA, AND INfOIIW.TION CONT...... fD T'Ht!ll.f ll'i AA ~ CONflDfNTIAl ANO l'IIOPAIETARYTO w,uCN. NC NEITl1ER TttlS DOCUMENT NOR ~T DATA OR
~
IN fOR.....,TION TI1ERl:N Mf DE PRODUCED. USED. RHEAS EU ON DISC~OSEO. IN v.t1Q.E OR IN PAAT, WITHOJT lHE EXPRESSEDW!UTTEN COf'SENT Of KU ft ION. NC NAME
(),l,~
.o.H CIMARRON A
METER s MOORE D!lll~
SFS PUMP AND TREAT SYSTEM PROJECT A
MODULE DIGITAL POWER METER n'i<1**r.
c;;SFS ci'iIENDoZA
~.
WATF ELECTRICAL I
i'TCov'B*--*
~5 SYMBOLS,NOTES,AND
~
AVAILABLE 30 FAULT CURRENT (RMS, SYM. AMPS).
ABBREVIATIONS REF NUMBER I TITLE DESCRIPTION
~
Fl-"
VFS-EPM-000-DWG-E-101 le DWG NO TITLE REFERENCES
-~
CATE DESi:..NAJJ'OFUT'I'
/
DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE NONE Im
[~m 1 C,
1 8
I 7
I 6
I 5
t 4
I 3
I 2
I 1
F E
D C
B A
8 OG+E 13.2 KV 3-PH UTILITY T
FACILITY UTILITYJ 132 KV t PAD MOUNT TRANSFORMER 480Y/277V t
- ~gHK~
- H, 3 SETS 4-350 KCMIL 8
1F N.C 3 SETS 4-350 KCMIL 1-#110 GND SWBD-A 3F AT 3P 3P
)~
800
)
800 N.O.
BOO LSIG LSIG 1A 1F 3P 7
BACKUP GENERATOR
~~
500eKVA 480Y/277V, 3-PH, 60H2 800A, 480Y/277V, 3-PH, 4W 2 SETS 3-#3/0 1-#2 GND 7
2J 3P
) !Q!l.
400 LSI 400 PP-1 ELECTRICAL EQUIPMENT ROOM 6
2GL LP-1 ELECTRICAL EQUIPMENT ROOM 2 SETS 3--#310 1-#2 GND 2K 3P
) !Q!l.
400 LSI 400 MCC-1 ELECTRICAL EQUIPMENT ROOM 5
2SETS 3--#310 1--#2GND 2L 3P
) !Q!l.
400 LSI LP-2 WATF SOUTH BAY XFMR, 15 KVA 480-2401120 VAC 1-PH 3W 60 HZ WATF SOUTH BAY 4
3-#410 1-#4 GND 3
ELECTRICAL LOAD
SUMMARY
2GR 3P
) 12Q 250 LSI LARGEST KVA MOTOR REMAI NING MOTORS GENERAL LOADS RECEPTACLES HVAC & HEATING LIGHTS CONNECTED LOAD 43.2 KVA 259.8 KVA 78.7 KVA 14.2 KVA 248.6 KVA 8.6 KVA LOAD FACTOR X
1.25 (NEC 430.24)
(NEC 215.2)
(NEC 220.44)
(NEC 220.60)
X 1.25 TOTAL DESIGN LOAD 2FL 3P
}ill 250 LSI 3-#410 1--#4GND WATF NORTH BAY 2P )so PP-3 SECURED STORAGE FACILITY WATF NORTH BAY DS-4 30A DISC SWITCH HP-1 20 TON HEAT PUMP UNIT WATF EXTERIOR WEST WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM SCALE: NOT TO SCALE DESIGN LOAD 54 KVA 259.8 KVA 78.7 KVA 12.1 KVA 185.9 KVA 10.8 KVA 2
GENERAL NOTES:
- 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS
- 2.
SEE DRAWING BMCD-GVVREMED-E101 FOR MCC-1 SINGLE LINE DIAGRAM
- 3.
SEE DRAWING VFS-EPM-000-DWG-E-140 FOR PANEL SCHEDULE CIRCUIT ASSIGNMENTS.
CURRENT TRANSFORMER METERING CABINET SHALL MEET OG&E UNDERGROUND STANDARD U765 F
601.3 KVA, 723.3 AMPS 3--#410 1--#4GND 2FR 3P
)ill 250 LSI HP-2 20 TON HEAT PUMP UNIT WATF EXTERIOR WEST 2HL 2HR 3P 3P
)250
)250 1250 1250 LSI LSI SPARE SPARE 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION E
D C
u..
0 vi 0
~ i i t (i)
VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com 0
THE OOCU MENT, DATA ANO INFORMATlON COOTAtlEO TI-IER~ ARE CCNFIOEM'TIAI. ~O PROPR!E"T.I.RYTO KURION. NC.NEITI-IER THIS DOCUMENT NOR A.~Y DATA OR INFORW..TIONTl1EREtllAAY!EPROOUCEDUSEO. RELEASEOOROISCLOSEO. INWiOI.EORINPART. MniOHTHEEXPRESSEOWRl1TeNCONSEN10FIC.URO,I INC WESTERN AREA TREATMENT FACILITY SINGLE LINE DIAGRAM i
REF NUMBER TITLE f-_ow
_ G_N----=O0:-=R,-,-Awc:1c,-1N--,G----:T:-=Rc:-A-::ccE=-A:-::Bcc1:'=1;'--'~=~--,1s"'T---+--N"'Ex:-::T=-u-s:-::E=o:-::o~N--'R..::E:::.F-=E:.::RE:::N.:..:c:::E:.:::s _____ -< '/,~ f--"___,__ ________
R_E_v_1s-1o_N_s___,__~_"_- J...._____j,_-1<::__::_:::.:.::::_ihs,.==.,,----ji---=====-------..i ~ '
NONE VFS-EPM-OOO-DWG-E-~~~
1 i5 1
6 5
4 3
2
F E
D C
B A
8 WATF BUILDING STRUCTURAL STEEL TO EXTERIOR EQUIPMENT SEE NOTE 7 CONCRETE ENCASED GROUNDING ELECTRODE 8
WATF BUILDING PAD 7
OR BONDING CONDUCTOR (NOTES) 7 6
GAS PIPE AND OTHER
/
METAL PIPING SYSTEMS BONDING CONDUCTOR (NOTE6)
MAIN GROUNDING ELECTRODE GROUND BAR GEC (NOTE 3)
BONDING JUMPER TYP (NOTE4)
GEC (NOTE 5) 480 VOLT PANELBOARD PP-1 EGC
7 I
I I
I L ____ _J EGC 6
,---7 I ulu I SEE NOTE 9 -=-
PAD-MOUNTED TRANSFORMER (WYE-WYE CONNECTION) 5 L~J 7
I I
I
-l I
I I
--+----_J 480Y /277 VOLT SERVICE ENTRANCE EQUIPMENT SWITCHBOARD SWBD-A l MAIN BONDING JUMPER TYP (NOTE4)
---7 I
I I
I 480 VOLT MOTOR CONTROL CENTER MCC-1 L _____ _j 480-208Y/120 VOLT TRANSFORMER XFMR-1 208Y/120 VOLT PANELBOARD LP-1 EGC I,-
I I
I I
I I
I I
I EGC
,----7 I
I I
I L ____ _J BACKUP GENERATOR 480 VOLT PANEL BOARD PP-2 MINI POWER ZONE LP-2
7
7 I ulu I I 480-120/240 VOLT I I MPZ TRANSFORMER I I
_J I I
7 I I I I I 120/240 VOLT MPZ PANELBOARD I I 4
I L ______
_ _j I L _______ __ _J GEC (NOTE 5)
WATF GROUNDING DIAGRAM STORAGE BUILDING STORAGE BUILDING SUPPLEMENTAL GROUND RODS REF NUMBER EGC EGC
,----7 I
I I
I L ____ _J 480 VOLT PANELBOARD PP-3 MINI POWER ZONE LP-3
7
7 I 3
u1u I I 480-120/240 VOLT I I TITLE MPZ TRANSFORMER I I
_J I I
7 I I I I I 120/240 VOLT MPZ PANELBOARD I I
_ _J I
_ _ _J GEC (NOTE 5) 240 VOLT DISCONNECT DS-4 120/240 VOLT PANELBOARD LP-4 SEE NOTE 7 DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON "v "'
5 4
3 STORAGE BUILDING STRUCTURAL STEEL REVISIONS 2
GENERAL NOTES:
- 1.
GROUNDING SHALL BE IN ACCORDANCE WITH THE 201 7 NATIONAL ELECTRICAL CODE.
- 2.
- 3.
- 9.
10 SEE SINGUE LINE DIAGRAM DRAWINGS FOR SIZES OF NEUTRAL CONDUCTORS AND EQUIPMENT GROUNDING CONDUCTORS (EGC).
INSTALL GROUNDING ELECTRODE CONDUCTORS, SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR EQUIVALENT SIZE, BUT NOT SMALLER THAN #4 AWG.
INSTALL BONDING JUMBER THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE LARGEST SERVICE OR SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR.
INSTALL GROUNDING ELECTRODE CONDUCTOR (GEC) THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR SIZE.
INSTALL BONDING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE.
IRREVERSIBLE COMPRESSION CONNECTOR OR EXOTHERMIC WELD.
INSTALL MAIN GROUND ELECTRODE GROUND BAR FOR SINGLE POI NT 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.
LOW VOLTAGE GROUNDING AT PAD-MOUNTED UTILITY TRANSFORMER CONNECTION OF GROUNDING ELECTRODE SYSTEM TO MAIN GROUNDING ELECTRODE GROUND BAR.
F E
11 GROUNDING CONNECTION TO EXTERIOR PAD-MOUNTED ELECTRICAL EQUIPMENT. SEE GROUNDING PLAN FOR LOCATIONS.
90% DESIGN D
C
~CD u._
0 I
rJJ PRELIMINARY OR PERMIT SET, w
NOT FOR CONSTRUCTION,
~
RECORDING PURPOSES,
§ OR IMPLEMENTATION
~
..------------------------------l~
(i)
VEOLIA Ve OLIA NUCLEAR SOLUTIONS - FEDERAL SER.VICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veoha.com 0
111E DOCUMENT, w,,1.-,, MO INfO!OAAlKJN CctffANED ll1ERff,I ARE CCWFIOENTIAL ANO P.~OPfllETARY TO KU RIC,. tlC. NEITliER THIS OOCUNENT NOR N1V DATA Oil INFORMATIOt,' THEREN W.YBE PRODUCED. useo. RELEASEOOR DISCLOSEO. INWiOtEOR f,I PART.WITHCl.JT11"EEXPRESSEOWRITIEN CONSENT OF JI.UR~ NC NAME CIMARRON PUMP AND TREAT SYSTEM PROJECT WESTERN AREA TREATMENT FACILITY GROUNDING DIAGRAM F
VFS-EPM-000-DWG-E-111 s
NONE SHEET 1 1
2 i
F E
D C
B A
8
~
- r---..:[ I 13.2 KV UTILITY SERVICE (BY OTHERS) 0' 5'
10' 1" = 10' i----*
SCALE 8
\\"~'
E amruCACr.
VAULTE-1
<II I~
Ci DIESEL GENERATOR I \\-7
>< 1@ *1 L _ _J I
7 COMMUNICATIONS PULLBOX C-1 E:
Ii)
I ;@ 1
><I L _JZJ 0
20' 30' i----1 FEET 7
6 5
4
- Q*'
E E
TREATMENT BUILDING "rl
<i 1 * <, :
\\
ELECTRICAL SITE PLAN SCALE: 1" = 10'-0" REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 6
5 4
3 2
GENERAL NOTES:
- 1.
SEE VFS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
SEE DRAWING VFS-EPM-000-DWG-E-113 FOR UNDERGROUND CONDUIT PLAN.
CURRENT TRANSFORMER (CT) METERING CABINET SHALL MEET OG&E UNDERGROUND STANDARD U765. CT CABINET WIRI NG SHALL BE IN ACCORDANCE WITH DIAGRAM U765.1.
[I:>- PULL BOX FOR WELL FIELD INSTRUMENTATION THAT CONNECTS TO INJECTION SKID.
90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F
E D
C u..
0 N
i 0 g 9
fu
~
,----------------------------i >
(i)
VEOLIA Ve O l I A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
i'H~OOCUIIIENT. D-"T". ANDINfOftlAATIOHC0NT"9'jE0ll"IEkE.-.iAAECOfflOENTIA1.ANOPll:OPIIIETAATrotw1111>i. NC. NEITtlERTHiSOOCUMENTN~HlYDATAOR INFOOIATION Tl1EIIEN J,!AY BE PIIOOUCED, USED, RELEASED OR OISCLOSEO. IN W10lE OR IN PART. WITHOUTTI1£ EXPRESSED WRITT9/ CONSENT Of IWRICW. tlC WESTERN AREA TREATMENT FACILITY ELECTRICAL SITE PLAN
~
>e====~---,i F = VFS-EPM-000-DWG-E-112 C
t--~- ------=-:
RE:-V:--:IS--10--N--S~~-~------,
SCALE AS SHOWN EOT SHEET 1 or 1
3 2
F E
D C
B A
o*
5*
1" ; 10'
!"I SCALE 8
I 10' 20' 8
7 6
5 COMMUNICATIONS PULLBOX C-1
~-4~
-~:::::r----------~-~
--~--~--~--~--~--------~I __ ~: ::::::::~-----~--~--~--~__,
---rJ:} l l HP-3 COMM STUB-UP LOCATION 0
/~
PC109~,
I J
I I
I
/
I 0
HP-1 1 C
1 ~' ~
TREATMENT BUILD!~~--------
TO METHANOL TANK CONTROL PANEL TFS-2000
t2::::::c9
~:::il LP-3
~ ______ 0
____ --ICC103 l-_1-=="'==... -"-= 1~...--
GROUND WATERCCP-2 ~======:;:::=1
~\\~\\\\\\,==~!:====:!!::i---F======::!:!:::======.--F::!:!::=/:t:=====~:::!+/-:=======~
INJECTION SKID I : []
6 30' i----1 FEET 7
METHANOL TANK ELECTRICAL UNDERGROUND CONDUIT PLAN SCALE: 1" ; 10'-0" DWG NO TITLE DRAWING TRACEABILITY LIST 6
5 REF NUMBER NEXT USED ON 4
TITLE REFERENCES 4
II LP-4 DS-4 II 3
SECURE STORAGE FACILITY J
II 11 2
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 SEE DRAWING VFS-EPM-000-DWG-E-115 FOR CIRCUIT ASSIGNMENTS.
CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY. FIELD ROUTE AS REQUIRED TO AVOI D 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.
90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F
E D
C
- u.
0 ai
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~ i i ff (i)
VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
11-U DOCUNENl. O.ITA. AND fNFOIHM,TIONCONTANEO THERUI AR: COOFIOENTl.l.lAllO PROPRIETARY TOKURI~. INC. NEITllER nus DOCUMENT NOR MY DATA DR INFDRMATIOt,'THEREN W.YBE PROOUCEO. USEO. RELE,i,SEO OR DISClDSED. IN 'IA-IOlEOII: INPART.WllliCUTTl-lE EIPRESSEDlo','RrTTEN Cc>>ISH,'TOf KUR~_tl:
c
~
'====----i,-,,::..---.1 F ~,VFS-EPM-000-DWG-E-113 f-----'--------------'----'-----'----""------l REVISIONS SCALE AS SHOWN EOT SHEE1 1 3
2
8 7
~
J:--..J:
F E
G (Q)
II G
-9 D
G D -
D]:::>
G D
B C
D]:::>
G 0
G B
0 A
0' 4'
8' 16' 24' 118"-1 '-0" rel~ M liiiiiiiiiiiiil FEET 8
7 6
~
w I
i O
ill t 1*:1 i
Hl,
~ -
r,,
I G
I I
/
I I
I G
6 5
<!)TYP G
G GROUNDING PLAN SCALE: 1 /8" = 1 '-0" DWG NO TITLE DRAWING TRACEABILITY LIST 5
4 1:
i It 1:
I, _
G r G
13 6 PL G
G G
REF NUMBER TITLE REFERENCES NEXT USED ON 4
3 2
GENERAL NOTES:
- 3.
- 4.
- 5.
SEE VNS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
BUILDI NG GROUNDING ELECTRODE SYSTEM IS COMPRISED OF CONCRETE-EMBEDDED REBAR BONDED TOGETHER ALL GROUNDING SYSTEM CONDUCTORS ARE #410 AWG COPPER UNLESS OTHERWISE SPECIFIED.
BOND ALL METAL WATER PIPES WITHIN 5 FEET OF SERVICE ENTRANCE TO GROUNDING ELECTRODE SYSTEM TIE 1/2 INCH MINIMUM DIAMETER EMBEDDED REBAR SECTIONS TOGETHER USING STEEL WIRE TIES OR WELDING TO FORM A CONTINUOUS GROUNDING ELECTRODE.
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 Go---
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.
13::>- BOND LIGHTNING PROTECTION SYSTEM COUNTERPOISE TO GROUNDING ELECTRODE SYSTEM.
CONNECT LIGHTNING PROTECTION SYSTEM DOWN CONDUCTORS TO COUNTERPOISE. SEE SHEET E-1 18 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.
90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION F
E D
C u..
0
~ i
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,-----------------------------i>
Q VEOLIA Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia.com
~
TttEDOCUIIIENT.DATA, ANOINFOls MATIONCONT4tlEOTtlEREJIARECONFllENTIALANDPROPRIETARYTOMURICli, NC. NE11HER1HISDOCUMENTNOR~YOATAOR I\\/FORM.o'TIONlH EREN IMYBE?ROOUCEO. USEO, RELEAS:OORDISCLOSED. INw-lO.EORINPART. Wlnt:lUTli1EEXPRESSEOWRITTENCONSENTOFKURl'.:tl. HC c
~
6==--+--""~
F VFS-EPM-000-DWG-E-114 l--'---------:R:-::E::cV:-::IS-::10:-:-N:=S-'---'--~-~~----j SCALE SHOWN SHEET 1
0, 3 3
2
8 7
6 5
4 3
2 NOTES
- 1.
GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE.
INSTALL #4/0 AWG BARE STRANDED COPPER A MINIMUM OF 30" UNDERGROUND FOR HIGH VOLTAGE GROUND RING, AT LEAST 36" FROM EDGE OF TRANSFORMER.
F F
E D
C B
A o*
1*
3/4"= 1'-0" l'""'"'l SCALE 8
2'
- 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.
/
"'°",oc,~e G~"~
L_
RING, SEE NOTE 2
(-----------------------------------~----
GROUND ROD, 6 PL, SEE NOTE 3
\\
\\
\\\\\\
\\\\\\.
\\
- 4/0 BARE STRANDED CONDUCTOR FROM Y' \\\\
TRANSFORMER TANK GROUND TO HIGH
\\
VOLTAGE GROUND RING
\\
3'-0"MIN 4'
I FEET 7
6 PAD MOUNT TRANSFORMER ENLARGED GROUNDING PLAN SCALE: 3/4" = 1'-0" DWG NO TITLE DRAWING TRACEABILITY LIST 5
TRANSFORMER PAD BOND FROM XO BUSHING OF
[
TRANSFORMER SECONDARY TO SECONDARY GROUNDING ELECTRODE PER NEC 250.24.(A)(2) AND 250.66.
---2 2---------~
20'-0" MIN REF NUMBER TITLE I
I I
I I
I I
I I
I OATE 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION WESTERN AREA TREATMENT FACILITY t------i-c=----::::,,,-1 ENLARGED GROUNDING PLAN REFERENCES 6=,,=---+-""-----.1 F VFS-EPM-000-DWG-E-114 C
l----'------------'----'--'---""-----1 NEXT USED ON REVISIONS SCALE SHOWN SHEET 2
~ 3 4
3 2
E D
C LL 0
175
F E
D C
B A
8 7
CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS~-,
REBAR I
\\
I~/ n~
_ _,/
- 4/0 cu
\\ ~~~
/
~ ' \\~ 6
~
- J 6
BURNDY GROUNDING PLATE YGF294N OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS (TYPICAL}
REBAR 318-16 THREAD V\\/ITH 1.00 EFF ti
- J 0::
tii tlJ
!!!. r
A SECTION SCALE: 112" = 1 '-0" CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER MANUFACTURER'S INSTRUCTIONS EXTEND BEYOND SLAB EDGE PER PLAN DRAWING 7
c SECTION SCALE: 1/2" = 1'-0" 6
5 CADWELD OR BURNDY YSHG3434 OR UL APPROVED EQUAL, CRIMPED PER 4
MANUFACTURER'S INSTRUCTIONS~-
/
REBAR
/
\\
/~/
_ _,/
- 4/0CU
\\
\\ ~
'\\. -~
REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON 5
4 3
~
NON-METALLIC PROTECTIVE SLEEVE REBAR
- 4/0 BARE STRANDED COPPER i
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3 REVISIONS 3
2 GENERAL NOTES:
- 1.
SEE VNS-EPM-000-DWG-E-101 FOR SYMBOLS, NOTES, AND ABBREVIATIONS.
- 2.
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