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8 NOTES VEOLIA ~
- 1. CONTRACTOR AND ALL EQU IPMENT SUPPLIERS SHALL PROVID E AND INSTALL DRAIN VALVE AT LOW POINT AND VENT VALVES AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH PO INTS (i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~ili~i!:~\~X~g~~~
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- 2. TEMPORARY STRAINERS TO BE REPLACED BY SPOOL PIECE AFTER COMMISSIONING UPON APPROVAL OF PROJEC T MANP.GER OR COMMISSICJN ING MANAGER i
- 3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION. COMPONENTS SHOWN A ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. & IS SUE FUR DESIGN 10!31i19 IS SUE FOR DES IG N P&ID BUFFER TANK AND ISSUE FOR OES IG I~ 8!6!19 TRANSFER PUMP REF NUMBER TITLE DWG NO TITLE REFERENCES 6 == - - i . . : : : : ~ F VWT-EPM-OOO-DWG-P-200-00 l - - ' - - - - - - - - - ;R::::E::c V:::I Sc:10::-:-N:::
S~ - ~ ~ -- ~---, DRAWING TRACEAB ILITY LIST NEXT USED ON NONE ~HECT 1 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 U-1030A U-1040A U-1050A TK-1 050A TK-1050B A-1055B U-1051A U-1051B NITRATES INJECTION QUILL MICRONUTR IENT INJECTION QUILL PHOSPHORIC ACID INJECTION QUILL MBBR STATIC MIXER MBBR TANK 1A CAP-~CITY: 18,000 GALLONS 1W,V_) MBBR TANK 1A MIXER MBBR TANI, 18 CAPACITY. 18,000 GALLONS tWV. ) MBBR TANK l B MIXER & ( MSBR TANK 11\)EFFLUENT SIEVE / \ (~~BR TANK 1~ EFFLUENT SIEVE SIZE SIZE SIZE : SIZE MOTOR - HP RPM MOTOR :.HP,RPM MATERIAL: 304LSS f.!:0,, MATERIAL 304LSS SIZE . 156" DIA, x 264" SSH POWER 480V 3PH 60HZ SIZE 156" DIA x 264" SSH POWER: 480V 3PH 6DHZ STINGER LENGTH STINGER LENGTH STINGER LENGTH LENGTH DIMENSION-SWD . 219" MA TERIAL-SHAFT: 304LSS OU<11ENSION-SWD 219" MATERIAL-SHAFT 304LSS MATERIAL-BODY MATERIAL-BODY MATERIAL-BODY MATERIAL MATERIAL' FRP MATERIAL-IMPELLER 304LSS MATERIAL FRP MATERIAL-IMPELLER 304LSS MATER IAL-INJECTION TUBE MATERIAL-INJECTION TUBE MATERIAL-INJECTION TUBE MANUFACTURER DESCR IPTION FLA T BOTTOM , OPEN TOP TYPE : Agitator DESCRIPTION FLAT BOTTOM , OPEN TOP TYPE. Agitato r MANUFACTURER MANUFACTURER MANUFACTURER F OUTPUT-SPEED MODEL OUTPUT-SPEED MODEL F MANUFP,CTURER MANUFACTURER VVV\J P203...00 TO MBBR TANK 2 ME l /2-M E-40006-AS 11 - N P400-00 A-1055A ~ P200-00 FROM METHANOL DOS ING PUMPS (~'r,- - - 1050A 1050A TO HC- 1005 E e Fl T U- 105*1*A* E I OOY~----------7r____!:C::S::..=.,,,..,~--.!:.6'_::'-P:_:R!:W:::'*2:'.'.0.!.:10:::2*::_AA:o:.:.1-::::::N_ _ _ _ _ _ _ _ _ _ _-PRW c=~~~======] oO 0 0 0 o oI l !TO MEB~~~~~02
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Mv-1osos2 (1v1v-:1§so~6J LC ' - - - - - - - - - - - - - - - - - - - - - - - - - - - ' SPARE LC PRELIMINARY OR PERMIT SET. TK-1050B NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION 1, CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LOW PO INT AND VENT VALVE AT HIGH POINT_ INCLUDING INTERMEDIATE LOW AND HIGH POINTS, Ci)veOLIA l" C - ; - * -- T 1, ,:.n "' NO . * '/, , --~ c--:i.n ... NUJ T!! H ffl, I M!E ~ 'l,l, L :.11r l'iW~R T K . P ': *. *c.wr EllTkl~ i)CCUl.lS/1 !<CR' . 0~1.\.C ~
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- 2. DRAINS TO BE PROVIDED WITH CONICAL SIEVE, 3_ INJECTION QUILL LOCATED UPSTREAM OF MBBR TANKS FOR TEMPORARY FEED OF NITRATE, A 4. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION, COMPONENTS ISSUE FOR DESIGN 10!31i19 SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM, & P&ID MBBR REACTOR 1A ISSUE FOR DESIGN AND1B DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED O N REFERENCES T ITLE REVISIONS F
51:A H NONE VWT-EPM-OOO-DWG-P-201-00 or 1 c 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 TK-1100 A-1105 U-1101 MBBR TANK 2 CAPACITY
- 18.000 GALLONS (W.V.)
MBBR TANK 2 MIXER ffi ~ FF LUE NT SIEVE MOTOR:.HP.RPM MATERIAL* 304LSS SIZE 156" D x 264'" H POWER 480V 3PH 60HZ DIMENSION-SWD 2W' MATERIAL-SHAFT . 304LSS MATER IAL FRP MATERIAL-IMPELLER 304LSS DESCR IPTION* FLAT BOTTOM. OPEN TOP TYPE . Agitator F OUTPUT-SPEED F MODEL MANUFACTURER* E E AIR 2"-A IR-21305-AC01-N P213-00 pp ' FROM THICKENER/ MBBR BLOWER ME 112"-ME-40007-AS11 -N P400-00 FROM MBBR METHANOL DOSING PUMP
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(> .:. MV-1100A LC ' - - - - - - - - - - - - - - - - - - - - - - - - - TK-1100 LL 0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION NOTES *
- 1. CONTRACTOR AND ALL EQUIPMENT SUPPLIERS SHALL PROVIDE AND INSTALL DRAIN VALVE AT LO\111 POINT AND VENT VA LVE AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH POINTS.
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- 2. DRAINS TO BE PROVIDED WITH CONICAL SIEVES
- 3. MBBR 2 TO BE PROVIDED WITH INLET SNORKEL PIPES A 4. FINAL COMPONENTS OF THE SYSTEM IMLL BE BASED ON VENDOR SELECTION. COMPONENTS ISSUE FOR DESIGN 10!31119 SHOWN ARE REPRES ENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. & P&ID ISSUE FOR DESIGN 8116/19 MBBR REACTOR 2 ISSUE FOR DESIGN 8/6/19 REF NUMBER TITLE DWG NO TITLE REFERENCES \IWT-EPM-OOO-DWG-P-203-00 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SHEfl ~I 8 7 6 5 4 3 2
8 7 6 5 4 3 2 TK-115 0 A- 1155 FLOCCULATION TANK FLOCCULAT ION TANK MIXER CAPACITY . 1,250 GALLONS (5 MIN. HRTl MOTOR- 0.25HP.RPM SI ZE. 84" DIA. x 84' SSH POWER : 480V 3PH 60HZHZ DIMENS ION-S\1\/D 52" MATERIAL-SHAFT. 316SS MATER IAL FRP MATERIAL-IMPELLER 316SS DESCR IPT ION
- FLAT BOTTOM , OPEN TOP TYPE . AG ITATOR F OUTPUT -SPEED F
MODEL MANUFACTURER E E D Is D
~ I PO I 1/2"- PO-40501 -AA01-f\l P405-00 LSL FRO M DR UM FILTER EMULSION POLY MER SYST EM 11 50 I 5x DIA I2x DIAJ PRW SRW 6"-PRW-20302-AA0l-N 6"*SRW-20401 -AA01--N I I P203-00 I P206-00 FROM MBBR TANK 2 TO DRUM FILTER C C 24" [
MANWAY 3" 3" M I- HM SPARE LC Mv- 1150A .___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _......J MV-1150C LC TK-1150 u. 0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORD ING PURPOSES OR IMPLEMENTATION NOTES
- 1. CONTRACTOR AND ALL EQU IPMENT SUPPLIERS SHALL PR OVIDE AND INSTALL DRAI N VAL VE AT LOW PO INT AND VENT VALV E AT HIGH POINT. INCLUDING INTERMEDIATE LOW AND HIGH PO INTS
- 2. FI NAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.
COM PONENTS SHOWN ARE REPRESENTATI VE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. & CIMARRON A ISSUE FOR DES IGN 10}3 1/ 19 PUMP AND TREAT SYSTEM PROJECT A ISSUE FO R DESIGN P&ID FLOCCULATION TANK ISS UE FO R DESIG N REF NUMBER TITLE DWGNO T ITLE REFERENCE S F VWT-EPM-OOO-DWG-P-204-00 DRAW ING TR!ICEAB IL ITY LI ST NEXT USED ON REVISIONS SCtUi NONE 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 U-1213 TK-1213 P-1213 F-1200 P-1205 F-1 2 10 DRUM FILTER CEB TROLLEY CES TAN I, CAPACITY : 40 GALLONS IWV! CEB PUMP ;;;~-~~-;;1i:~uO.&, & ~ ACKWASH PUMP ~HFILTERO& CAPACITY:* GPM @
- TDH FLOW 250 GPM CAPACITY : 21 GPM@25I'TDH FLOW* 2 1 GPM SIZE .. MOTOR ..HP .RPM Mfa.TERIAL : 304SS MOTOR* 3HP.RPM MATERIAL DIMENSION-SWD . POWER : 480\/ 3PH 60HZ FILTER POWER. 460V 3PH 60HZ HZ MODEL MATERIAL POLYETHYLENE MATERIAL:. MOTOR : 0.75 HP MATERIAL: 316SS FIL TER TYPE:VERTICAL INLINE PUMP F DESCRIPTION TYPE :HORIZONTAL CENTRIFUGAL PUMP MODEL:.
POWER : 480V 3P H 60HZ MODEL: HDF-1605 MODEL. TYP E: CARTR IDGE F MANUFACTURER MANUFACTURER . MANUFACTURER: GRUNDFOS MANUFACTURER : HYDROTECH DESCRIPTION : PAR T OF DRUM FILTER PACKAGE CONFIGURATIO N: ll~TERM ITTEN T CONFIGURATION : INTERMITTENT DESCRIPTION FAULT RUN &
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~ 314" CEB CONNECTION DRUM FILTER PACKAGE : : :
r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : i - - I I I I I
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_ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __J F-1210 D D SRW
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__ _J C C FILTRATE TO DRUM FW 6"-FW-20601 -AA0 1-N FILTERS BASIN P207 -00 TO TREATED WASTEWATER SUMP L __________________ __ ___________ _ _____ J BACKWASH WASTE 4"-BVVW-20602-AA01-N BWW P210-00 TO BACKWASH SUMP B I (f) PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION NOTES
- 1. 10 METERS OF HOSE PROVIDED BY VEOLIA, SHIPPED LOOSE.
- 2. FINAL COMPONENTS OF THE SYSTEM VI/ILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. &.
A ISSUE FOR DESIGN 10-'31i19 ISSUE FOR DESIGN P&ID DRUM FILTER ISSUE FOR DESIGt.J 8!6/19 REF NUMBER TITLE DWG NO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS £C~Lf: NONE SHff1 '1 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 SP -1210 P-1215 TREATE D WATER SUMP TREATED WATER SUMP PUMP CAPACITY . 1250 GAL SIZE { 1D L XffWX6.S ' 0 DIMENSION-SWD*.
& CAPAC ITY 280 GPM @ 23' TDH MOTOR : 3HP.RPM POWER 480V 3PH 60HZ MATER IAL MATER IAL* CAST IRON/ SS DESCR IPTION: SUMP TYPE .
F MODEL:. MANUFACTURER :. F CONFIGURATION
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B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION
~
- 1. HIGH NITRATES AND/OR TURBIDITY ALARMS CLO SES VALVE TO EFFLUENT TANK AND OP ENS VALVE TO BUFFER TANK.
- 2. TIE POINT TO BE LOCATED W ITHIN TEN FEET OF PUMP DISCHARGE
- 3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDO R SELECTI ON.
A ,.__ COMPONENTS SHOWN ARE REPRE SENTATIVE AND MAY NOT ENTIRELY REFLECT TH_E_F_IN_A_L _sv_s_T_ EM_._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _........) & ISSUE FOR DES IGN 1Qj 31 i 19 ISSUE FOR DES IGN P&ID TREATED WATER SUMP A ISS UE FOR DES IGN 8!6/19 AND PUMP REF NUMBER TITLE DWG NO TITLE REFERENCES F VWT-EPM-OOO-DWG-P-207-00 DRAWING TRACEAB ILITY LIST NEXT USED ON REV IS IONS 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 SP-1220 P-1225 BACKWASH SUMP BACKWASH SUMP PUMP CAPACITY 70 GAL CAPACITY : 21 GPM @ 2D TOH SIZE ff L x 3' W x 3* H MOTOR: 0. 5 HP.RPM DIM ENSION-SWD 2*.5** POWER: 48DV 3PH 60HZ MATERIAL: CONCRETE MATERIAL* CAST IRON/ SS TYPE .. DESCRIPTION . SUMP F MODEL:. MANUFACTURER F CONFIGURATION : OPERA TING P406-00 TO HC-2250 E P404 -00 E TO HC- 2150 P406-00 TO HC-2250 1 1/2"-BWW-21001 -AA01-N BVVVV P211-0D TO THICKENER D D BWW 4"-BWW-20602-AA01-N BACKWASH WASTE/ BYPASS
!P206-0C FROM DRUM FILTER LAH
- 1220 ~ - - P200-00 TO HC- 1005 C C P-1225 u.
0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION NOTES
- 1. HIGH POINT VENTS AND LOW POINT DRAINS WILL BE PROVIDED ON PIPING RUNS.
- 2. LOCATE VALVES AS CLOSE TO HEADER AS POSSIBLE.
- 3. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION A _
COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENT IRELY REF LECT _M _ H_E_F_IN_A_L s_ Y_s_TE T _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___,&:_ ISSUE FOR DESIGN 10/31119 ISSUE FOR DESIGN 6!16!19 P&ID BACKWASH SUMP AND PUMP ISSUE FOR DESIGN REF NUMBER TITLE DWGNO TITLE REFERENCES F VWT-EPM-OOO-DWG-P-210-00 DRAWING TRACEABILITY LIS T NEXT USED ON REVISIONS fCAt E NONE Sl-!(f! 1 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 U-2210 TK-1250 A-1255 U-1256 P-1300 TK-2300 A-2300 P-2305 FERRIC CHLORIDE STATIC MIXER POLYMER STATIC MIXER THICKENER SLUDGE RAKE SLUDGE RAKE LIF T FILTER PRESS FEED PUMP PER LITE TANK MIXER PERLITE FEED PUMP PERLITE TANK SIZE* SIZE CAPACITY 120D0 GAL MOTOR: 0.5 HP.RPM LIFT CAPACITY CAPACITY: 350 GALLONS MOTOR.HP.RPM CAPACITY: 215 GPM@ CAPACITY 215 GPM @ LENGTH LENGTH SIZE 12'-0" DIA X 14'-0 ' H POWER 480V 3PH 60HZ POWER:.V.PH.HZ MOTOR
- N!AHP LIFT STROKE MOTOR NIAHP.RPM SIZE MATER IAL MATERIAL D I MENSION-SW MATER !AL-SHAFT . MOTOR
- 0-5 HP POWER NIAV.PH.HZ MATER IAL-SHAFT POWER . N/AV.PH DIMENSION-SWD MANUFACTURER MANUFACTURER MATERIAL CS (COATEDi MATERIAL-IM PELLER MATERIAL MATER IAL-IMPELLER MATERIAL POWER
- 480V 3PH SOHZ MATERIAL: FRP TYPE:Agitator TYPE : AODD F DESCRIPTION OPEN TOP . CONE BOTTOM TYPE:.
OUTPUT-SPEED: MANUFACTURER TYPE AODD MODEL. DESCRIP TION . FLAT BOTTOM . WiHINGE D COVER OUTPUT-SPEED MODEL F MANUFACTURER MODEL MANUFACTURER . MODEL.. CONFIGURATION: OPERATING -c_o_N_F_1G_u_RA_T_1o_N_
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DECANT WATER OFV 4* '-OFV-21101-AA01 -N j P215-00 TD AREA SUMP FIL P214-00 2"-FIL-21404-AJ\01 -N f PACKAGE PERLITE FILTRATE FROM FILTER PRESS SVV'i 2"-SVW-3007 6-AC01 - N E P301-00 E SERVICE WATER MV-2300A RAKE CONTROL PANEL PO 1I2"-PO-40510-AA0l -N P406-00 FROM THICKENER POLYMER SYSTEM D <) D FeCl3 P404-00 1f2"-FeCl3-40403-AB01 -N FROM FERRIC CHLORIDE DOSING PUMP 0..... HC 2305 MV-2300B ' - - -- -- - - - - - - - - " MV-2300C BV\IW 1 1/2"-B\IWJ-21001 -M0l-N P210-00 FROM BACKWASH SUMP PUMP U-2152 U-2210 PER C P214-00 MV-2305A. TO FILTER PRESS P214-D0 TO FILTER PRESS 3I4"-IA-3DD08-FG01 -N AIR 2"-AIR-21303-AC01-N P213-00 pp FROM THICKENER MBSR BLOWER
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NOTES VEOLIA i 1 8 AIR SPARGERS REQUIRED A,~ R~O~ UN~D~ ~ , ;BO~T;..cT"""1...,.--,,.,,....~ ONLY 4 SHOWN FOR CLARITY VALVES NOT SHOWN INCLUDE CV-1250F CV-1250G PRELIMINARY OR PERMIT SET. G)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~;l;~,:n~\~1/4t95 g~ www.nuclearsolutions.veolia.com
~
(!} CV- 12o0H, AND CV-1250J. THESE W ILL BE IDENTICAL TO THOSE VALVES SHOWN NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION ~
- 2. PERLITE TO BE ADDED NY OPERATOR BEFORE EACH PRECOAT CYCLE. ~
- 3. PIPING BY VWT A ISSUE FOR DES IGN
- 4. THICKENER TANK AND INTERNALS TO BE PROVIDED AS PACKAGE ISSUE FOR DESIGN 8..'16!19 P&ID
- 5. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT SLUDGE THICKENER AND THE FINAL SYSTEM ISSUE FOR DESIGN 816/ 19 FILTER PRESS FEED PUMP REF NUMBER TITLE DWGNO TITLE REFERENCES VWT-EPM-OOO-DWG-P-211-00 DRAWING TRACEAB ILITY LIST NEXT USED ON REVISIONS 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 B-1250 THICKENER/ MBBR BLOWER CAPACITY: 100 SCFM@ 8 PSIG MOTOR
- 3 HP.RPM POWER
- 480V 3PH 60HZ MATER IAL-CASING. CAST IRON MATER IAL-I MPELLER DUC TILE IRON F MODEL:.
TYPE POSITIVE DISPLACEMENT BLOWER F CONFIGURATION: OPERATING MANUFACTURER 2"-AIR-21305-AC01-N MV-1250H 2-AIR-21304-AC01-N E E I
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D D 1"'-AIR-21301-AC01-N 2'"-AIR-23102-AC0 1-N 2"-AIR-21303-AC01-N P211 -00 FILTER/ L SILENCER B-1250 C C u. 0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION
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- 1. COMPONENT PROVIDED BY BLOWER VENDOR, SHIPPED LOOSE INSTALLATION BY OTHERS. NO PIP ING INCLUDED
- 2. FINAL COMPONENTS OF THE SYSTEM Will BE B.O.SED ON VE NOOR SELECTION COMPONENTS SHOWN ARE REPRESENTATIVE ANO MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM ~
A
!SSUE FOR DESIGN 10/31119 PIO SLUDGE THICKENER/ MBBR
!SSUE FDR DESIGN BLOWER REF NUMBER TITLE DWGNO TITLE REFERENCES F VWT-EPM-OOO-DWG-P-213-00 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 1 S!-!£E7 er 1 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 FP-13 01 FILTER PRESS CAPACITY 30 CUBIC FEET 3I4"-IA-21403-FG01-N TYPE* PLATE AND FRAME DESIGN PRESSURE 8 BAR 3/4"-IA-2 I 405 -FG01 -N MATERIAL FRAME: CARBON STEEL PLATE: POLYPROPYLENE F DESCRIPTION: SIDEBAR PRESS F MANUFACTURER/MODEL: MICRON /CS r------ --- -------- -- PACKAGE 1 Ga
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- 1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VE NOOR SELECTION.
295 Bra~ii~,~~~~~i*1*gm ~ COMPONENTS SHOWN ARE REPRESENTA.TIVE ANO MAY NOT ENTIRELY REFLECT www.nuclears0IL1tions.veo!ia .com (!) THE FINALSYSTEl'\ & ~ i A ISS UE FOR DES IG N P&ID FILTER PRESS ISSUE FOR DES IGN 8/6/19 DWGNO T ITLE DRAWING TRACEAB ILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVIS IONS F rc.\LE NONE VWT-EPM-OOO-DWG-P-214-00
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(i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bra~;';~1 www.nuclearsolutions.veolla .com
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- 2. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION. COMPONENTS *... l . -1,:i, T . ; ANO 1~101t *** :;~:CON,.,., .. 0 Tl'if~f!N ,;. ,E co:1< 'TL-\ . ,lt,,m P~UP~IEr . T* , u.;111.: IN ...... ~1'1-1!:':R ln,;, ,)0ClJ!,IE ,K? ~l,j . ,.....r,, 0/i
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!SSUE FOR DESIGN 10!31i19 P&ID AREA SUMP AND PUMP ISSUE FOR DESIGN REF NUMBER TITLE DWGNO TITLE REFERENCES F VWT-EPM-000-OWG-P-215-00 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 5!1 t fl 1 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 F F 012 BY VNSFS BY VWT IA I I.VFS-EPM-000-DWG-F-400 FROM COMMON AIR HEADER (BY VNS-FS) E E 1l2"-IA-30011 -F G01 -N IA TO WATER TREA TMENT P207-00 TO TREATED WATER SUMP EFFLUENT TO WATER TREATMENT TO WATER TREATMENT D 314" D 3/4'"- IA*30007-FG01 -N MV-3000F TO WATER TREATMENT TO WATER TREATMENT 112" IA 112' -IA-30009-FG01 -N P214-00 MV-3000J TO FILTER PRESS INSTRUMENTS C C B
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6 PRELIMINARY OR PERMIT SET. a;: NOTES NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION VEOLIA ii
- 1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.
COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM . .& (i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bratiii1!~~\Jx~*g~~~ ~ www.nuclearsolutions.veolia.com o is i A ISSUE FOR DESIGN 10/31 119 ISSUE l=OR DESIGN 8/16/19 P&ID INSTRUMENT AIR ISSUE FOR DES IG N 8!6!19 HEADER REF NUMBER TITLE DWG NO TITLE REFE RENCES VWT-EPM-OOO-DWG-P-300-00 DRAWING TRACEAB ILITY LIST NEXT USED ON REVISIONS iHEIT 1 8 7 6 5 4 3 2
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g NOTES VEOLIA f8 NUCLEAR SOLUTIONS - FEDERAL $ERV . ICES
- 1. FINAL COMPONENTS OF THE SYSTEM WILL SE BASED ON VENDOR SELECTION. !
COMPONENTS SHOWN ARE REPRESENT/\ TIVE AND MAY NOT ENTIRELY Ve OLIA 295 Bradley Blvd. Surte 300 Richland, WA 99352 ~ 1 REFLECT THE FINAL SYSTEM. &. www.nuclearso1L1tions.veol1a .com 0
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_,.,.,,...-- WIT s 1/\/ATENPOOL ""~ SERVICE WATER IS SUE FOR 0ESlGI-J l~ 1------1i...:::-:::...~ HEADER r--:--,-,-::--cc::,-,--------::=------111--'-Rc;; E.:.. F ;.:. NU : .:'l.~B
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LE:___ _ _ -<\I'" " W\IT-EPM-000-DWG-P-301-00 I DWG NO I TITLE I REFERENCES ' \ I DRAWING TRACEABILITY LIST I NEXT USED ON \';\\ REVISIONS 8 7 I 6 I 5 t 4 3 2 I -
8 7 6 5 4 3 2 TK-2000 P-2001 METHANOL SULK STORAGE TANK MBBR METHANOL DOSING PUMP CAPACITY* G,000 GALLONS (WV) CAPACITY . 6.0 GPH@ SIZE MOTOR 0.5HP RPM DIMENSION-SW . POWER . 480V 3PH 60HZHZ MATERIAL: 316SS MATERIAL. CS TY PE. DIAPHRAGM METERING PUMP DESCRIPTION . HORIZONTAL CYLINDRICAL F MODEL MANUFACTURER : PROMINENT F CONFIGURATION . OPERATING E E P200-00 FROM .AIC-1010
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- 1. PUMP MUST BE RATED FOR CLASS 1 DIV 1 EXPLOSION PROOF APPLICATION.
Ve O LI A 295 Bradley Blvd. Suite 300 Richland , WA 99352 ~ www.nuclearsolutions.veolia.com (.;.)
- 2. TANK IS DOUBLE CONTAINED ~
- 3. CHEMICAL SKID TO BE INSTALLED IN A WEATHER PROTECTED ENCLOSURE.
~
CIMARRON A 4. FINAL COMPONENTS OF THE SYSTEM \//ILL BE BASED ON VENDOR SELECT ION. COMPONENTS SHOVIIN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT ISSUE FOR DESIGN 10/31 / HJ PUMP AND TREAT SYSTEM PROJECT A TH..;;E:..F-IN,;..
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L .;;. SY ,;..S:..T.;;. EM ,;..'*- - - - - - - - - - - - - - - - - . J & ISSUE FOR DES IGN 8116/19 P&ID METHANOL STORAGE TANK ISSUE FOR DESIGN 8f6!19 AND DOSING PUMP DWGNO TITLE DRAWING TRACE/l.BILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F st.\ Lf: NONE VWT-EPM-OOO-DWG-P-400-00 or 1 c 8 7 6 5 4 3 2
8 7 6 5 4 3 2 A-2100 P-2100 MICRONUTRIENT DRUM MIXER MICRONUTRIENT DRUM MICRONUTR IENT DOSING PUMP CAPACITY 55 GAL CAPACITY . 0.3 GPO@ TBD SIZE . MOTOR. SOLENOIDHP RPM DIMENSION-SWD:. POWER 120V 1PH 60HZ HZ MATERIAL .. MATERIAL :. DESCRIPTION DRUM (SY OTHERS ] TYPE DIAPHRAGM METERING PUMP F MODEL .. MANUFACTURER F CONF IGURATION OPERATING E E
! t PZ00-00 FROM FIC- 1005 D D CALIBRATION COLUMN MCN 112"-MCN-40103-AA01-N I !P201-00 TO MMR FEED C C u_
0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION NOTES
- 1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION (i)veOLIA COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM . &
A ISSUE FOR DES IGN 10.!31 i 19 8/16!19 P&ID MICRONUTRIENTS ISSU E FOR DESIGN 8l6i1 9 DOSING PUMP REF NUMBER T ITLE DWGNO TITLE REFERENCES F VWT-EPM-OOO-DWG-P-401-00 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2
? P-2050 PHOSPHORIC ACID DRUM PHOSPHORIC ACID DOSING PUMP CAPACITY: 55 GAL CAPACITY 1.68 GPO@ TBD SIZE . MOTOR . SOLENOIDHP.RPM DIMENSION*SWD .. POWER 120V 1PH 60HZ HZ MATERIAL ..
MATERIAL TYPE: DIAPHRAGM METERING PUMP DESCRIPTION: DRUM iEY OTHERS) F MODEL. MANUFACTURER :. F CONFIGURATION* OPERATING E E I --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- SKID - , I l noo-oo FROM FIC -1005 D D SP=* PSIG PSV 112 '-H3P04-40204-A60 1-N 2050
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VEOLIA i NOTES
- 1. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.
COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT (i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 B1a~ili~l~~~~~~i~e ~~~9 www.nucle c1rso!t 1tions.veolia.com
~
G 1HE FINAL SYSTEM & 15 i A ISSUE FOR DESIGN 10;31i 19 ISSUE FOR DES IGN 6i16!19 P&ID PHOSPHORIC ACID ISS UE FOR DES IG N DOSING PUMP REF NUMBER TITLE DWG NO TITLE REFERENCES F \IWT-EPM-OOO-DWG-P-402-00 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS 8 7 6 5 4 3 2
8 7 6 5 4 3 2
? P-2150 FERR IC CHLORIDE TOTE FERRIC CHLORIDE DOS ING PUMP CAPACITY* 320 GALLONS CAPACITY . 2.5 GPH@ TBD SIZE* MOTOR: SOLENOIDHP.RPM DIMENSION-SWD. POWER : 120V 1PH 60HZ HZ MATERIAL*.
MATER IAL. TYPE DIAPHRAGM METERING PUMP DESCR IPTION TOTE F MODEL .. MANUFACTURER . F CONFIGURATION
- OPERATING E E
?210-00 FRO X L-122~
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SP=" PS IG PSV 2150 D D PULSATION DAMPER CALIBRATION COLUMN SP=" PSIG I 2' 2"-FeCl3-40\ 400-A80 1-N I 2" x 11:*. 1/2" ~ I::..~ > 2 {:sl 1/2"-FeCl3-40402-AB01 -N S '----I----___, 112 1 1/2"-FeCl3-40403-AB0 1-N 11------------i! FeCl3
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- 1. FERR IC CHLORIDE WILL BE DOSED WHEN BACKWASH SUMP PUMP IS ON.
- 2. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION.
COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIRELY REFLECT THE FINAL SYSTEM. A 3 . TOTE TO BE PROVIDED WITH CONTAINMENT. ~ ISS UE FOR DES IG N 8/16!19 P&ID FERRIC CHLORIDE ISSUE FOR DES IGN DOSING PUMPS REF NUMBER T ITLE DWGNO TITLE REFERENCES 1 = = =--t-""'-----::;,1 F VWT-EPM-OOO-DWG-P-404-00 V:::
"* l - - ' - - - - - - - - - - - :R:-:E::-: S' - - - . . . . _ ~ - - ~ - - ,
N::: IS-;:10:-:- 1-',-c~l~, _ N_O_NE- - , - - - - - - - - , - s~-1:a, - - ' - - - f DRAWING TRACEABILI TY LIS T NEXT USED ON 8 7 6 5 4 3 2
8 7 6 5 4 3 2 P-2200 DRUM FILTER NEAT POLYMER PUMP A-2205 POLYMER DRUM DRUM FILTER DILUTION/MIXING CHAMBER Ci\PACITY: 55 GALLONS CAPACITY: 0.15 GPH@6D PSIG CAPAC ITY:. DESCRIPTION: DRU M MOTOR *.HP.RPM POWER: 120V 1PH 60HZ SIZE .. MATERIAL:. DIMENSION-SV\ID TYPE : PERISTALTIC PUMP wMTER IAL MODEL:. DESCR IPTION TOTE MANUFACTURER F CONFIGURATION : OPERAT ING F SIS AUTO RUNNING FAULT Q it----------------------------------------------------7 I EMULSION POLYMER SKI D I E NEMA 4X VFD! CONTROL PANEL ------------------------------------------------------------------------~ E
&i CALIBRATION COLUMN I
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cL 6 a;: PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION i
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r--....:::======================V:::_E_O_Ll-lA ~ Ci) VE O l IA NOTES NUCLEAR SOLUTIONS - FEDERAL SERVICES
- 1. CONNECTIONS AND Sl<ID INTER NALS MIGHT VARY FROM FIN.~L PRODUCT. 295 Bra~iliK1:~d~0Xi~9~g~ ~
\.VWW.nuclearsolutions.veolia.com 0 2 . INTERCONNECTING PIPING AND INLINE COMPONENTS SUPPLIED AND INSTALLED BY OTHERS UNLESS OTHERWISE NOTED TH E lh..'{'l* l,.\;.'.N T 0/.TA i\NOINfQR J,.~TIC.'I: CO~l.1.l~E:l T!-£Efi!:'tt-.lA?,£C0NflOE.'>lll~L .l\N~P~QPf;IEjA~Y TOKVHlO'- !St,. 1<.l'.JT"r!E'i THIS CQClill!:1/TNOh .1.!1/Y (l,\T.~ O!l
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- 3. PIPING INSIDE PUMP SKID TO BE CPVC -SC H 8D l"f0~!.!JIT!C!\ THEREI'; \'\.<.~ SE ~fiOtUC~C. v:;Ec' ~EL!:A~rnc~ Cl~ctct*Ec l.'l~'l'HCt!CC~ t< f',l,RT ~*.1IBr-,.urTHEH!>F!f~F.rlWRr.-rn !':cl).;~n*r ;,r-~ u RID!. II,;("
i A 4. DILUT ION WATER SUPPLY MUST BE 35 PSI GREATER THAN THE REQUIRED DILUTED POLYMER SOLUTION OUT PRESSURE. IN LET PRESSURE MUST BE IS SUE FOR DESIGN 10:31;19 CONSTANT TO PREVENT FLOW SURGES THROUGH THE EMULSION POLYMER SYSTEM. ISSUE FOR DESIGN 8!16/19 P&ID
- 5. FINAL COMPONENTS OF THE SYSTEM WILL BE BASED ON VENDOR SELECTION COM PO NENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENTIR ELY REF LE CT DRUM FILTER EMULSION THE FINAL SYeTEM . &_ ISSUE FOR DESIGN POLYMER SYSTEM REF NUMBER TITL E OWGNO TITLE REFERENCES 6==--i-,,::::.--.1 F VWT-EPM-OOO-DWG-P-405-00 l - - ' - - - - - - - - - :R::-::Ec,cV,-:
IS-: 10-,-N--S'---.,_____._ _..' - - ----l DRAWING TRACEABILITY LIS T NEXT USED ON 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 POLYMER DRUM P-2250 CAPAC ITY 55 GALLONS SLUDGE THICKENER NEAT POLYMER PUMP SLUDGE THICKENER DILUTION/MIXING CHAMBER DESCR IPTION DRUM CAPACITY
- 0.35 GPO@ 60 PSIG CAPACITY ..
MOTOR .HP.RPM SIZE . POWER: 120V 1 PH 6DHZ DIMENSION-SWO. MATERIAL MATERIAL*. F SPD. REF TYPE* PERISTALTIC PUMP MODEL . DESCR IPTION: TOTE F MANUFACTURER CONFIGURATION
- OPERATING P2 10-00 FROM Xl-1225 AUTO RUNNING FAULT a
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FROM SERVICE WATER MV-25508 (jJ J MV-2250H DRIP TRAY 1 L _ _ _ - - - - - - - - - - -- - -~ I I L __________ ___ _________ _________________ ______________ __J u_ 0 B PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION NOTES:
- 1. CONNEC TIONS AND SKID INTERNALS MIGHT VARY FROM FINAL PRODUCT.
2 INTERCONNECTING PIPING AND INLINE COMPONENTS SUPPLIED AND INSTALLED BY OTHERS UNLESS OTH ERWISE NOTED.
- 3. PIPING INSIDE PUMP SKID TO BE CPVC - SCH BO.
CIMARRON A ISSUE FOR DESIGN PUMP AND TREAT SYSTEM PROJECT A
- 4. DILUTION WATER SUPPLY MUST BE 35 PSI GREATER THAN THE REQUIRED DILUTED POLYMER SOLUTION our PRESSURE. INLET PRESSURE MUST BE ISSUE FOR DESIGN 6:'16/1 9 P&ID CONSTANT TO PREVENT FLOW SURGES THROUGH THE EMULSION POLYM ER SYSTEM.
SLUDGE THICKENER 1------+-""---:::,,,; EMULSION POLYMER SYSTEM
- 6. FINAL COMPONENTS OF THE SYSTEM W ILL BE BASED ON VENDOR SELECT ION. ISSUE FOR DES IGN COMPONENTS SHOWN ARE REPRESENTATIVE AND MAY NOT ENT IRELY REFLECT THE FINAL SYSTEM .
DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F VWT-EPM-OOO-DWG-P-406-00 or 1 c 8 7 6 5 t 4 3 2
8 I 7 I 6 I 5 ! 4 I 3 I 2 I 1 NOTE
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- t----J: 1. SEE VFS-EMP-000-DWG-A-010 SHEET 1 FO R GENERAL NOTES, LEGEND AND ABBREVIATIONS.
- r. '
- 2. BOTTOM OF LIGHT FIXTU RES TO BE INSTALLED AT
,7 12'-6" AFF .
- 3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LAYOUT .
F F 4' _l_
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SECURED 32' ©
~ STORAGE FACILITY +OPEN TO STRUCTURE_
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32' SECURED STORAGE FACILITY ARCHITECTURAL PLAN SCALE: 114" =1'-0"
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SECURED STORAGE FACILITY REFLECTED CEILING PLAN SCALE: 114" =1'-0" D - i-C NQ. w C
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~~s E LLOYD-ARCHITECTURAL 1/4" = 1'-0" O'
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SCALE AS SHOV\IN I IEDT PLAN VFS-EPM-000-DWG-A-170 1 I SHEET 1
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- 1. SEE VFS-EMP-000-DWG-A-01D SHEET 1 FOR GENE RAL 12 _ TOP 0~1~~~~ ~ BL~~ ,;~~~ ~ NOTES, LEGEND AND ABBREVI ATIONS.
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i - NOOF DOOR SCHEDULE DOOR SIZE DOOR I 10'-0" r~ A I r 4'-0"
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SHEET NO DOOR NO DOORS WIDTH HEIGHT THK TYPE MATL T-0" ', PER I A- 170-SH1 127 1 3'-0" 7'-0" 1-3/4" B MTL PAINT I 1 I MTL I PAINT I I I * * * ** ** SC HEDULE I A- 170-SH1 128 WINDOW SCHEDULE 1 10'-0" 16'-0" A MTL MFR I I MTL I MFR I I I A l ! 3'-0" t A C WINDOW FRAME DOOR TYPES C SHEET NU MBER I WINDOW TYPE SIZ MIN (WXH) I MATL I THK I TYPE MATL FINISH FIRE RATING I DETAILS REMARKS FRAME TYPES WINDOW TYPES A-170-SH1 I A 3'-0" x 4'-0" INSULATED I 1" I ALUM CLEAR I INTERIOR FINISH SCHEDULE FINISH MATERIALS WALLS CEILING MATERIAL SPECIFICATIONS ROOM FLOOR ROOM NAME NO FINISH NO RTH EAST I SOUT H WEST RE MARKS 81 4"H RUB BER BASE BAS E MATERIAL FI NIS H BAS E MATERIAL FIN ISH I BASE MATER IAL FINISH BASE IMATERIAL I FI NISH MATERIAL I FI NISH I HEIGHT SEALED CONCRETE J15"' STORAGE FACILllY CONC 81 DG P1 81 0G P1 I 81 DG P1 81 I DG I P1 ors I P2 I VARIES 00 5/8" DENSG LASS SHEATHING Pl GENERAL WALL PAINT, SHER'MN IIIIIUIAMS OR EQUAL B CEI LING PAINT, SHERWIN W ILLIAMS OR EQUAL
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8 7 6 5 4 3 2 GENERAL NOTES:
- 1. SEE VNS-EPM-000-DWG-E-101 FOR SYMBOLS , NOTES , AND ABBREVIATIONS .
- 2. SEE VNS-EPM-000-DWG-E-110 FOR POWER CONNECTION TO MAIN FACILITY.
F INSTALL TWO UL LISTED 8' LONG GROUND RODS ADJACENT TO F BUILDING , SPACED NOT LESS THAN 6' APART . BOND LP-4 TO THE GROUND RODS USING #8 AWG MINIMUM BARE COPPER CONDUCTOR AND COMPRESSI ON FITTI NGS SU ITABLE FOR DI RECT BURIAL
- 4. LP-4 CIRCUIT 6 IS PROVIDED FOR SECURITY SYSTEM (NOT SHOWN) .
E E LUMINAIRE TYPES B. EXTERIOR LED WALL PACK WITH PHOTOELECTRIC SENSOR , 20W C. 2 X 4 LED TROFFER , HIGH OUTPUT, 4000K, 70 .2W D. 2 X 4 LED TROFFER , HIGH OUTPUT, 4000K, WITH EMERGENCY BATTERY PACK, 70 .2W D D C C POWER & LIGHTING PLAN SCALE: 114" = 1'-0" B 90% DESIGN 0 PRELIMINARY OR PERMIT SET, w NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, i OR IMPLEMENTATION i
,----------------- ---------->~
Ci) Ve O LI A VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia .com ~
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CIMARRON A PUMP AND TREAT SYSTEM PROJECT A 114" = 1'-0" 0' SCALE 2' 1--i - 4' 8' __,12' FEET DWGNO TITLE REF NUMBER REFERENCES TITLE F VFS-EPM-000-DWG-E-170 c DR AWING TRACEABILITY LIST NEXT USED ON REVISIONS SC.o.i.E SHOVVN SHEEl 1 C, 1 8 7 6 5 4 3 2
8 I 7 I 6 I 5 J 4 I 3 I 2 I 1 SYMBOLS LEGEND:
~ CARD READER QM DOOR POSITION SWITCH
~ ~ ELECTRIFIED LOCK, DOOR POSITION SWITCH , REX F ::r--.J:
i CARD READER - WALL MOUNTED F r FIXED DOME CAMERA - WALL MOUNTED C-XX CAMERA NUMBER/TYPE (DEFINED IN SPECIF ICATION 01 SECTION 282000) AFF ABOVE FINISHED FLOOR 0 C-17 04 ...-- - 0 11' - 0" AFF E E m
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D D - SECURED STORAGE FACILITY SECURITY PLAN SCALE: 1/4"; 1'-0" i-C C - - --(~ - r-- I i-LL
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THE OOCUMEHT. DATA * ..,.0 INFOIIW.TION COffANEO 'THERENAAE CCNFIOENTI>J.. ANO PROPRIETARY ro KURION . NC NEmlER THIS OOCUMENTNOR -.NY 0,liTA OR INFOIIW.TION THEREN W.Y BE PIIOOIJCEO , USEO, RElEASEO OR DISCLOSED, IN 'M-101.f OR IN PMT, Wl'Tt!OJT lHf 0:PllfSSfOWRfTTEN CONSENT OF KU RION . NC
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*s*I,;i:5i:JRE ~ FS PUMP AND TREAT SYSTEM PROJECT A n*i<iiJr. ~ FS D MENDOZA ~ SIS SECURED STORAGE FACILITY E LLOYD ~ SfS BUILDING SECURITY 1/4"; 1'-0" O'
1-1 SCALE 2' 4' 8 8' 12' i----j FEET I 7 I 6 I DWG NO 5 TITLE DRAWING TRACEABILITY LIST t RE F NUMBER NEXT USED ON II 4 REFERE NCES TITLE I t ,ev OESCfUn1CN 3 REVIS IONS
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I EO'l' PLAN VFS-EPM-QQQ-QWG-J-1 ?Q 1 I SHE:CT 1 "'1 JA
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@::::::> VENT LOUVER MODEL GREEN HECK ESD-435 , 30" WIDE X 24" HEIGHT EACH INCLUDES 2" THK, MERV 4 FILTRATION.
F F E E D D C EXHAUST FAN_/ C CT> MECHANICAL PLAN SCALE: 1/4" = 1'-0" u. 0 B ili 90% DESIGN a PRELIMINARY OR PERMIT SET, ::; NOT FOR CONSTRUCTION, ~ i OR IMPLEMENTATION _ _ _---i
,_ _ _ _R_E_c_o_R_o_,N_G_Pu_R_P_o_s_E_s_, rt~u.**
VEOLIA > NUCLEAR SOLUTIONS - FEDERAL SERVICES Ve O LI A 295 Bradley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions.veolia.com ~
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A 1/4" =1'-0" O' SCALE 2' 1-\iiii.. 4' 8' 12' i----1 FEET DWGNO TITLE REF NUMBER NEXT USED ON REFERENCES TITLE RE VISIONS F SCAH SHOI/VN VFS-EPM-000-DWG-M-170 EDT SH EET 1 a, 1 s DRAWI NG TRACEABILITY LIST 8 7 6 5 4 3 2
5 4 3 2 8 7 6 32'-0" GENERAL NOTES: CONCRETE NOTES : STATEMENT OF SPECIAL INSPECTION NOTES : i: 16'-0" 16'-0" I
- 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE2015 EDITION OF THE 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
- 1. IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM J __ -7_ - ~ - - - _r 1- - - - - - - __J -7 INTERNATIONAL BUILDING CODE (IBC) , LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. HAVE A MINIMUM COMPRESSIVE STRENG TH OF 3000 PSI AT 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-08 INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING
,I - - ! [D 1 FT2-44 7 rn j 7 (( I 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS , COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING .
SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE F
~1 r INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL IBC 1705.3 REQUIRED.
FT1-44 FT2-44 -, I ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR F 71~_J L FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD
- 2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: REVIEW.
L_ ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE I I ~ WIT HOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR . CONSTRUCTION AND MATERIALS. 2. CONCRETE CONSTRUCTION : SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE I S-171 ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE. 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INSPECTION IS REQUIRED FOR THE
;1: FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A I I TYP 3. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT ACI 302- GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 305 - HOT WEATHER CONCRETING . COMPRESSIVE STRENGTH OF 2500 PSI. INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO I I COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED ACI 306 - COLD WEATHER CONCRETING .
- 3. SEISMIC RESISTANCE: SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE I I CONSTRUCTION INSPECTIONS AND MATERIAL TESTING . PER SECTION 1705.11 OF THE IBC AND AISC 341.
11: 3. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE
-- I I FOLLOWING FINISHING TOLERANCES 118" GAP UNDER A 10'- 0" STRAIGHT EDGE I I
~
- 4. ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR ELEVATION , ASSIGNED THE DATUM 0'-0". MEASURED AS PER ASTM E1155
- I I 8" CONCRETE SLAB WITH #4 REBAR I I OVERALL FLATNESS NUMBER , Ff>20 METAL BUILDING NOTES:
AT 12" EACH WAY , CIC OVER 4" OF THE DIMENSIONS , LOCATIONS , AND ELEVATIONS OF ANY EXISTING STRUCTURES MINIMUM LOCAL FLATNESS NUMBER , Ff>15 I I 518" MINUS CRUSHED COMPACTED I I 5. WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY OVERALL LEVELNESS NUMBER , Fl>15 - MINIMUM LOCAL LEVELNESS NUMBER , Flc: 10 1. INSTALL PRE-ENGINEERED METAL BUI LDING PER MANUFACTURER. FILL OVER 12" OF COMPACTED I I FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND
~
jl SUBGRADE WITH SMOOTH TROWEL SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR ALL SAWN CONTROL JOINTS ARE TO BE C UT WITHIN 12 HOURS AFTER THE FLOOR I II \ S-171 FINISH NO SLOPETOC = 0'-0", SEE NOTE 1 ~. I REVIEW. 4. SLAB IS POURED , SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR
~ TYP \
i I I I 6. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE TRAFFIC AS PER ACI 302.
\ CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR E E I I 5. ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY AFTER 1
- 7. THIS BUI LDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED PLACEMENT , AS PER THE RECOMM ENDATIONS OF ACI 302 , UNLESS NOTED 1 I \ I I OTHERWISE.
WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED I I I IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE
- 6. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH STANDARD DETAIL FROM THOSE PROVIDED .
ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS
~ : :I :
I[ I
- 8. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811.
BEING WELDED SHALL COMPLY WITH ASTM A706 , AND SHALL ALSO BE DEFORMED. WELDING OF REINFORCING BARS SHALL BE PER AWS D1 .4 . SPECIAL INSPECTION SHALL BE PREPARED PER AWS D1.1 AND IBC 1705 .2.2 .1 1 ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED 1
-=_-7 FT2-44 I - - FT1-44 FT2-44 1 _JI 7 9. FOUNDATION DESIGN REACTIONS AND FINAL COLUMN LOCATIONS ARE BASED UPON ASSUMED FRAMING SCHEMES. THIS ASSUMED INFORMATION MUST BE VERIFIED WITH PRE-ENIGIEERED BUILDING INFORMATION BY THE 7.
END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS . TACK WELD NUT TO ANCHOR ROD . IL.:rn=--l_====L=-=-=-=-=-= .
==='=rrnl_ _ : rn'.:'_==L============- --=-=_j--':rn 1 ENGINEER PRIOR TO BEGINNING CONSTRUCTION .
- 8. REINFORCEMENT LAP HOOKS, ETC .; SHALL BE PER THE REINFORCEMENT TABLE, L _ _ r - - - - - - ~ _ _s - - - - - ~ _ _j 10. CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, VFS-EPM-OO0DWG-S-171 -02, UNLESS NOTED OTHERWISE.
EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO ELECTRICAL DRAWINGS FOR DETAILS . ELECTRICAL CONTRACTOR SHALL 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR. REINFORCEMENT: (MIN. COVER LISTED) (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3" SECURE STORAGE- PLAN VIEW 11. DESIGN CRITERIA (PER 2015 IBC AND ASCE 7-10) (B) CONCRETE EXPOSED TO EARTH OR WEATHER :
#6 THROUGH #18 BARS : 2" SCALE: 114" = 1'-0" #5 BAR , W31 OR D31 WIRE AND SMALLER: 1 1/2" D D NOTE* VERTICAL LOADS:
SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS , UNIFORM LIVE LOADS , (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
- 1. SEE VFS-EPM-000-DWG-C-112 FOR FINISH FLOOR ELEVATION. SLABS WALLS , JOISTS UNIFORM SNOW LOADS , DRIFT SNOW LOADS , AND COMPONENT WIND UPLIFT LOADS #14AND 18 BARS: 1 1/2" A. DEAD LOADS : #11 BAR AND SMALLER: 314" ROOF (FLAT) 10 PSF + FRAMING WEIGHT COLLATERAL 10 PSF 10. ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 314" x 45 DEGREE B. LIVE LOADS (IBC 1607): CHAMFER , OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED ROOF LIVE LOAD 20 PSF OTHERWISE PER ACI 318 .
- KEY* FOOTING DIMENSIONS FOOTING TYPE ~ FOOTING SCHEDULE REINFORCEMENT
~ DIMENSION WIDTH FTx-xx -
PEDESTAL DIMENSION LENGT_H_ __ __ _ _ _ _ _ _----i REMARKS/DETAILS C. SNOW LOADS (IBC 1608) : GROUND SNOW LOAD UNIFOR M ROOF SNOW LOAD SNOW EXPOSURE FACTOR: SNOW LOAD IMPORTANCE FACTOR : THERMAL FACTOR : LATERAL LOADS : Pg= 15 PSF Pm=20 PSF Ce=1.0 ls=1.0 Ct=1.0 11. 12. THOROUGHLY CLEAN FORMS AND ADJACENT SU RFAC ES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD , SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT PER ACI 302. L w I T ITOF , UNO EQ SP EW A I B C ! D A. WIND DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) 13 . PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF FT1-44 4'-0" 4'-0" ; 2'-0" I (-)2'-0" (5) #5 , TOP & BOTTOM 0'-9" I 1'-0" 1'-0" I DETAIL 1 VFS-EPM-000-DWG-S-171-01 V = 115 MPH PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO FT2-44 1 4'-0" 14'-0" 12'-0" I (-)2'-0" (5) #5, TOP & BOTTOM 0'-9" 0'-9" , 1'-0" 11'-0" DETAIL 2 VFS-EPM-000-DWG-S-171-01 1 VELOCITY (3-SEC.-GUST) EXPOSURE C SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD (CORNER COLUMN) SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING. RISK r.ATFr.ORY II INTERNAL PRESSURE COEFFICIENT +/-0.18 C C B. SEISMIC DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) 14. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF RISK CATEGORY II CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS , CONTRACTOR IMPORTANCE FACTOR 1.00 SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED RHO (N-S) 1 .0 BY THE ENGINEER. RHO (E-W) 1 .0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: 15. UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH
~= un CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.
~ I S1 =
SEISMIC SITE CLASS O.D70 D 16. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES , MINOR HONEYCOMBING AND OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING Iv BOLT DIA I A B DESIGN SPECTRAL RESPONSE COEFFICIENTS:
- ~ r-- Sds = 0.238 SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING 112" 1 6" I 2"
~
Sd1 = 0.114 SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED. 5/8" 8" 2" 314" 10" 2" SEISMIC DESIGN CATEGORY B GROUT MATERIAL FOR BASE PLATES , SLEEVES, AND EMBEDDED STEEL SHALL BE i<: ~~~g:i~6g~TH DOUBLE NUT 7/8" 1" I 12" I 14" 2" 3" SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR: SPECIAL STEEL MOMENT FRAME R= 8 .0 17. NONMETALLIC , NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107.
~; . - WASHER 1 118" I 16" 3" SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R= 6.0 18. REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS . OR CORNER 1 114" I 18" 3" BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT
~~ 1 112" 1 20" 3" CONFORMS TO ACI 318-11 , CLASS "B" SPLICES.
SEISMIC RESPONSE COEFFICIENT t Cs 0.139 u. DESIGN BASED SHEAR 0.139W 19. AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED 0 WITH CURING COMPOUND OR 'WATER CURED". B ANALYSIS PROCEDURE: ANCHOR BOLT DETAIL EQUIVALENT LATERAL FORC E PER ASCE 7-10 , 12.8 SCALE: NONE / NOTE: PRELIMINARY OR PERMIT SET.
- 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 .
ANCHOR RODS NOTES: NOT FOR CONSTRUCTION, FOUNDATION NOTES:
- 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS , UNLESS RECORDING PURPOSES OR IMPLEMENTATION
- 1. FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR NOTED OTHERWISE.
SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. 2. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE.
- 2. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2 ,000 PSF.
- 3. FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR
- 3. EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN SECURING THE BASE PLATE TO THE ANCHOR RODS.
FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS 4. A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL. CONCRETE. PLACE A 12" THICK LAYER OF 314" MINUS CRUSHED ROCK OVER FABRIC.
- 5. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED .
A
- 6. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
I I I DWGNO I I TITLE REF NUMBER I REFERENCES TITLE
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l=m== '"'= FI~,rn VFS-EPM-QQQ-DWG-S-170 1 a, 1 REVISIONS scAtE SHOWN IEor J ttim I DRAWING TRAC EABILITY LIST NEXT USED ON .,,,./ I 8 I 7 I 6 I 5 t 4 I 3 2
8 7 6 5 4 3 2 NOTES
- 1. SEE VFS-EPM-000-DWG-S-170 SHEET 1 FOR NOTES , ABBREVIATIONS AND SCHEDULE.
F F
- ANCHOR BOLT, SEE ANCHOR BOLT REINFORCING DETAIL , VFS-EPM-00O-DWG-S-170 , ( \
SEE SCHEDULE, COORDINATE SIZE, QUANTITY AND \ I LOCATION WITH METAL BUILDING EB VFS-EPM-000-DWG-S-170 1/4" DEEP ELASTOMERIC - ANCHOR BOLT MANUFACTURER 1 112
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~
MANUFACTURER DETAIL 2 DETAIL S-1 70-1 SCALE 3/4"= 1'-0" S-170-1 SCALE 3/4"=1'-0" NOTE: NOTE:
- 1. SEE FOOTING SCHEDULE TABLE ON 1. SEE FOOTING SCHEDULE TABLE ON DRAWING VFS-EPM-000-DWG-S-170 DRAWING VFS-EPM-000-DWG-S-170 FOR DETAIL CALLOUT. FOR DETAIL CALLOUT.
D D ( ----. ) . - 1/4" DEEP ELASTOMERIC SEALANT
'--- I GIRT LINE ____J / .- 318" ASPHALTIC
- I / / EXPANSION JOINT MATERIAL
~1 I / / 1 SEE PLAN FOR SLAB
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1 1'-0" I (2) #5 CONT C ii C c SECTION o SECTION S-170-1 SCALE: 3/4" = 1'-0" S-170-1 SCALE: 314" = 1'-0" NOTE:
- 1. TYPICAL AT DOORS.
B PRELIMINARY OR PERMIT SET.
~
NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION
~
, - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 >~
VEOLIA (i)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Su~e 300 Richland, WA 99352 www.nuclearsolutions.veolia .com ~
- ~~~~~;~~ :~ ::~:~~D~~~~~~:J~).t~~~~;~~~~~i 6:~:~~~-~~~.:~t~-~~R~~~~~~~~~~~fg; ::::~~~~R ~
A SCALE SHOWN StiEET 1 o, 2 s 8 7 6 5 4 3 2
8 7 6 5 4 3 2 I fc = 2500 psi LENGTH (INCHES) f - - - r-c_=~3_oo * - - + - -L_E_N_G_T_ _ o_p_s,_ _C H _(IN _ H_E_S_) - - - l NOTES: DETAIL BAR SIZE LAP CLASS TOP BARS OTHER BARS _ P _C_L A
,_B_A_R_S_IZ_E-+j_LA _ T_H_E_R_B_A_R-S +-'O
_S_S-+-T_O_P_B_A_R_ S, DIMENSION _ HOOK 1 1 A 24 18 II j A 22 ) 17 1. SEE VFS-EPM-000-DWG-S-170 SHEET 1 FOR NOTES, ABBREVIATIONS 3 3 AND SCHEDULE .
~ I AORG >---#_ _-...-_ _B_ _'_ _3_1 _ ;-._24_ _-< , # lr-- ~-~~-=-~~~~ 28~~:~,---_-_-_ 2-2~ ~~-=
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F r - ~ ~_: RECOMMENDED END HOOKS, ALL GRADES OF STEEL 11 j
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B 61 47 DETAIL #3 2 114" I 5" 3* 6"
~ - 1° AORG I #4 2" : 41/2" 41/2" 3" A 50 39 DIMENSION _ #4
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3 3/4" I 6" 7" I 4" 5" 8" 10"
; % _ f- #5 2 1/2" i 6" 5112" 3 314" #7 A
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--<f-- 41/2" 1'-0" 0 A 63 48 A 57 44
#6 4 1,2.. I 8" 6"
"' #7 5 114" I 1*-2" 9" 5114" #8 #8 f-J ' 5 1/4" 10" T' 1'*2" L ,, ---+----+----+------+--
if--#8 82 63 B 75 57 r
#7 !
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#9 6"
9 1/2" I I 11" 1'-3" 8" 11 3/4" 1'-4" 1'-7"
* - H DIMENSION IS APPROXIMATE
#9 A
> - - - - - + - - -B_ _,,_'_ _
71 92_-+--_ _ 54 71 A l,____-+-_ _B_ _ _ _84_~_ _65_---i
- 50 a:: -t!' 1 0 N A I 72 55
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- #10 I 10 3/4" 12" 1'-5" I 1'-7" 1'-11/4" 1'-2 3/4" 1'-10" 2'-0"
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#1 O A B
78 102 60 78 I # 10 j I B I 93 72 18114" I 2'-3" 1'-9 3/4" 2'-7" # 11 >---A _ _+1_ _8_6 _-+-_6_6_--<- r_ #
- 11 1 AB 79 61 j ALL GRADES OF STEEL: - - - +I- _3_'-0_"~ _2_'-_4 _11_2'_' - + - - -
f--#_1_8 - + - -24" 3_'*5_" _ ~ B 112 86 1 _-----~I--~ 102 E 1. D = FINISHED INSIDE BEND DIAMETER. NOTES E
- 2. d,, = NOMINAL BAR DIAMETER.
- TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT
- 3. MIN . D = 6 d,, FOR #3 THROUGH #8 .
CONCRETE.
- 4. MIN.D = 8d,, FOR#9 , 10AND#11 .
- 5. MIN.D = 10d, FOR#14AND#18.
- 2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER ACI 318-14, SECTIONS 25.4.2 AND 25.5.2 , RESPECTIVELY. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINI MUM 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 1.0d,, AND C.-C . SPACING AT LEAST 2.0 d,. CASE 2 COVER LESS THAN 1.0 d,, OR C.-C. SPACING LESS THAN 2.0 db. ALL OTHERS: PROVIDE L-SHAPED CORNER BARS THE SAME SIZE AS CASE 1 COVER AT LEAST 1.0 d,, AND C.-C. SPACING AT LEAST 3.0 d,. HORIZ REINF LENGTH OF EA D LEG SHALL BE CLASS "B" PER LAP SPLICE SCHEDULE l - CONG FND WALL 4. CASE 2 COVER LESS THAN 1.0 d,, OR C.*C. SPACING LESS THAN 3.0 d,. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS ; CLASS A= 1.0 I D PER FOUNDATION AND CLASS B = 1.31,, (ACI 318-14, SECTION 20 .5.2). l , / PLAN
-~
- 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.
--.._~ VERT REINF 8. FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING I PER PLAN FACTORS OTHER BARS CONCRETE COVER AND SPACING TOP BARS HORIZ REINF
!l'rj-....___ EXTEND HORIZ REINF COVER< 3.0 d,, OR C. -C . SPACING< 7.0 d,,
COVER ,. 3.0 d,, OR C. -C. SPACING > 7.0 d,, 1.711 .3~ 1.20 1.50 1.20 w\,J.- TO 2" FROM EDGE OF PER PLAN _ INTERSECTING WALL
- 9. ALL CALCULATIONS SHOVIIN ABOVE ARE ASSUMED TO BE CASE 2.
C 0 ~~:N~~~~~~ AND DEVELOPMENT LENGTH C u. 0 B 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION Ci) VEOLIA NUCLEAR SOLUTIONS. FEDERAL SER _ VICES Ve O LI A 295 Bradley Blvd. Suite 300 Richland, WA 99352 www .nuclearsolutions .veolia .com ~ TliE OOCU t,t E.l'IT, DA.TA. N-10 INFOIUAATION CCNTAN EO lH EII EN AAE COHl0£1,(flAL .,,.,0 PROPR iETNIY TO ICU RION , NC NEtlHER 11-HS DOCUNE.l'IT HOII NfY D,t,,TAOII NFOfl""'-TION TI1E RE ~ MAY8E l'ROOUCED. USEO. Rftf,ll.3EO OR OLSCLOSfD. 11'1 V'IHOl,f 01'1 IN PART, VflTl10U TTl1 E EXPRESSED WM ITT&I CCNSENT Of IWRICl<I. NC:
~
NAME CIMARRON A PUMP AND TREAT SYSTEM PROJECT A
£..~t'LSON
*~OORE SECURED STORAGE FACILITY E LLO YD FOUNDATION SECTIONS
------ AND DETAILS
>---D -W - G - NO - - + - - - - -- TI-TL_E_ _ _ _-+-_R_E_F_N_ UM_B_ E_R~ f _ _C_E_ST_IT_L_E_ _ _ _ _f\('"
RE_F_E_R-EN "" ""' I ------ I '"'
,A D_R_AWl 1--.....:........:........:... -'- _E_A_B_IL-IT_Y_LI_ST N-G_T_R-AC -----+- D ~O-N_ _ _ _ _ _ _ _ _ _ _, \',~\
N-EX_T_U_S_E~ ""' REVIS IONS °' 2 8 7 6 5 t 4 ! 3 2
8 I 7 I 6 I 5 ~ 4 I 3 I 2 I 1 LEGEND : GENERAL NOTES:
- - - E -- - ELECTRICAL CONDUIT/CABLE
- 1. CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ANY APPROVED CHANGE DOCUMENTATION ON THE PROJECT AT ALL TIMES.
___ , ___ COMMUNICATION CONDUIT/CABLE F F
- 2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING - - - Fo - - - FIBER OPTIC CABLE STRUCTURES, MONUMENTS AND FACILITIES UNLESS OTHERWISE NOTED ON THE PLANS . ANY EXISTING STRUCTURES, MONUMENTS, OR FACILITIES THAT ARE DAMAGED DURING - - - w- - - DOMESTIC WATER LI NE CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ORIGINAL AT CONTRACTOR'S EXPENSE.
- - - SAN- - - SANITARY SEWER LINE
- 3. ANY DEVIATION FROM THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND OWNER SHALL BE AT THE CONTRACTOR'S OWN RISK AND EXPENSE . --- x--- FENCE LINE t--
-- 4. SITE CONDITIONS SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO STARTING WORK. -- - -- GRADE BREAK 5 IT IS CONTRACTOR'S RESPONSIBILITY TO CONTACT UTILITIES LOCATE PROVIDER TO IDENTIFY 6.
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 E:v:~:v:,3 ANGULAR STONE E 7 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 ENGI NEER. I* ,
- j *"I CONCRETE E
~ TRUEGRID PERMABLE PAVERS
~ GRAVIEL t--
~mwmwmwm COMPACTED SOIL OR STRUCTURAL FILL ABBREVIATIONS: ELECTR ICAL POLE BMP BEST MANAGEMENT PRACTICES EL ELEVATION 8 DOMESTIC WATER VALVE EP EDGE OF PAVEMENT FG FINISHED GRADE ~ BACK FLOW PREVENTER D D FF FINISHED FLOOR GB LF R
GRAIDE BREAK LINEAR FEET RADIUS
~ FIRE HYDRANT RG ROUGH GRADE 0 SITE ELECTRICAL NOTES TOE TOE OF SLOPE TOF TOP OF FOUNDATION 0 COMMUNICATION NOTES TOP TOP OF SLOPE
- © b SANITARY SEWER NOTES DOMESTIC WATER NOTES C C f- IL 0 B I
,!Q...
90% DESIGN 0 N (.) PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION,
~
RECORDING PURPOSES, i OR IMPLEMENTATION ~ t>Z - VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES Ci)veOLIA 295 Bradley Blvd . Suite 300 Richland, WA 99352 www.nuclearsolutons .veolia.com 0 TttEOOCUMENT, DAlA ANONFORW.TJONCONTAWEOTHEREINARECOIFIOEHllAI.ANOPROPR IETAAYTOllJRl~ . INC, NEITHERlHISOOOJMENTNORA.~YOATAOR
!NFOfU,IAT ION '!1"1EIEIN MAYBE PROOLCfO USED. RELEASED OR OISC LOS EO. IN -OIE ~ !N PAU. WIT'HOJTT1"1E El.PRESSED WRITTEN CONSEMl OF IWRIC"I INC:
~
NAME """.-,,:;;;~ CIMARRON D NELSON ..---,:;,., PUMP AND TREAT SYSTEM PROJECT A A D NELSON ...--::;;,,, J PIERCE _,;;;,,, CIVIL SYMBOLS, NOTES M WASEMILLER AND ABBREVIATIONS ETLOYD II ---/ Fl =*o
~ :--- VFS-E PM-000-DWG-C-201 I's REF NUMBER TITLE I$
OES.CRIMIOt< OESIClNA.UlttOIIITY DWGNO TITLE REFERENCES DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCAI. E NONE Im l'"m 1 "' 1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
8 7 4 3 2 GENERAL NOTES:
- 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 .
F 3. SEE VFS-EPM-000-DWG-C-220 FOR SITE UTILITY PLAN . SEE F BMCD-GWREMED-C006 AND BMCD-GWREMED-C008 Q
'-_./
PERSONNEL GATE 4. IT::> SEE VFS-EPM-000-DWG-S-201 FOR STRUCTURAL NOTES. ROAD FINI SH IS TO MATCH NEW SURFACE CONDITIONS, SEE SECTION B FOR DETAILS .. W
~-2 TK-201 DOUBLE WALL CONCRET E PAD FOR PUMP 9' X 6' C-230 (NO CURB)
INFLUENT TANK E E L5\
~1 CONCRETE PAD 10.5'X47' 1- 1/2" TRUE GRID MACK PERMEABLE PAVING SYSTEM 8" SUB-BASE WITH 3/4" TO 1" CLEAN, WASHED ANGULAR STONE E ....-,--"rl~-'-r-'rl-~--...+..,._..._.,....,....,~_,,_,...,...~+t COMPACTED SUBGRADE OR STRUCTURAL FILL D D
'--"-'-'=-"--'--'-'-'='-'-'--LC.CC=-'-'=:c;,i_....c:=cw TRUEGRID PRO NOTES:
- 1. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT GRAVE L SECTION 2. USE 5/8" TO 3/4" AGGREGATE FOR GRAVEL FILL-IN OF GRID.
TRUEGRID PRO PAVING SECTION SCALE: NONE ACID TANK PAD 23' X 12' W 1TH 8" CURB
@ WOVEN 315 8" CRUSHED AGGREGATE Gl::OI1::XI I LI:: ~Aclt-<lt;t C
C C-230 COMPACTED SU BG RADE i TRUCKGATE~ NOTES : ru
'-_./
- 1. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR
'-_./ INSTALLATION OF GEi WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT.
@ FENCELINE GRAVEL SECTION SCALE : NONE GRAVEL SECTION 8 I Cl) 0
(.)
~
i
~Q _________________ PHASE 1 CONCEPTUAL DESIGN V_E_O_LI_A_N_UC_L_E_AR_S_O_LU_T_IO_N_S--1 >
FEDERAL SERVICES, LLC i
~
Ve OLIA 295 Bradley, Suite 300 Richland, WA 99352 0 TtiE OOCU MENT. o,t.TA,AND f<IFORMATION CONTA.tlEDnt E!U tl ARE C::OffDENTW. AHD PRO!'RIETARYTOVNSFS. LLC. NEITHER n1lS DOCUMENT NORMY OATA OR
!NFORlilATIONTliEltEJIMAYSfPROOUCEO. US'EO. REtEASEOORDISCtOSEOINNi OlEOfllltPA.~TwrtliOJllHEEXPftESSEDW:!:ITTE."CONSENTOFVNSFS UC i
A BURIAL AREA #1 SITE PLAN TITLE REF NUMBER REFERENCES TITLE O-, Sl-:-
- l.,-
m1 1-~---------,-R-,,.EV ~-~-~-~---; NS b===-----+<=---,i F ~"'VFS-EPM-000-DWG-C-210 DRAWING TRACEABILITY LIST NEXT USED ON SHEET 1 0, 1 8 7 6 5 4 3 2
8 7 4 3 2 GENERAL NOTES
- 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 .
F 3. SEE VFS-EPM-000-DWG -C-220 FOR SITE UTILITY PLAN. SEE F BMCD-GWREMED-C006 AND BMCD-GWREMED-C008 .
- 4. SEE VFS-EP M-000-DWG-S-201 FOR STRUCTURAL NOTES.
~ PERSONNEL GATE IT:>- ROAD FINISH IS TO MATCH NEW SURFACE CONDITIONS ,
'-._./ SEE SECTION B FOR DETAILS.
CONCRETE PAD W TK-20 1
@1 S-210-1 FOR INJECTION SKID
~2 DOUBLE WALL INFLUENT TANK E E W
~1 CONCRETE PAD FOR IX TRAIN 10.5' X 47' 1-112" TRUEGRID MACK PERM EABLE PAV ING SYSTEM 8" SUB-BASE WITH 314" TO 1" CLEAN, WASHED ANGULAR STONE COMPACTED SUBGRADE OR STRUCTURAL FILL D D TRUEGRID PRO NOTES:
- 1. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF TRUEGRID PRODUCT GRAVEL SECTION USE 518" TO 314" AGGREGATE FOR GRAVEL FILL-IN OF GRID .
TRUEGRID PRO PAVING SECTION SCALE: NONE 8" CRUSHED AGGREGATE ACID TANK PAD W e WOVEN 315 G!!OT!!XITL!! P'A!!l'UCt C 23' X 12' W 1TH 8" CURB C COMPACTED SUBGRADE TK-203 ACID TANK
~
TRUCKGAT[~ NOTES : PERSONNEL GATE w'-._./
- 1. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF GEi WORKS WOVEN 315 OR EQUIVALENT GEOFABRIC PRODUCT.
@ FENCELINE GRAVEL SECTION SCALE: NONE GRAVEL SECTION
~
8 vi 90% DESIGN 0
<i0 i PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, ~
RECORDING PURPOSES, i OR IMPLEMENTATION ~
,------------------ ---------->~
CIMARRON A PUMP AND TREAT SYSTEM PROJECT A BURIAL AREA #1 SITE PLAN SCALE* 1" = 10'-0" 0 10 20 i5 SHOV\IN Sl1£El 1 0, 1
* -
- M !Feet SCME 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES 10'-0" TYP 10'-0" 1. SEE VFS-EPM-000-DWG-C-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS . PULL POST GATE POST (TYP) - 3 1/2" (IN) TOP HINGE - 180" SWING (TYP) F DIA (NOM ., SCH . 40) MATCH FENCE SELVAGE (TYP) F FABRIC BAND(TYP) STRETCHER BAR (TYP) E E CHAIN LINK FENCE FABRIC BOTTOM HINGE - MATCH FENCE 180' SWING (TYP) SELVAGE (TYP)
--+-----+-- 12" ROUND TYP CHAIN-LINK FENCE WITH GATE DETAIL D
C-21 0 SCALE: NONE D AS SHOWN ON CIVIL LAYOUTS 4'-0" TOP HINGE-180" SWING , TYP STEE L CAP PLATE BROOM FINISH WITH 1/4 TO 12 I 7
~ !
1/2" REFLECTIVE TAPE , TYP
, - 6" STEEL PIPE C
SCHEDULE 80 PIPE FILL WITH CONCRETE I 5 C AND PAINT WITH "HIGHLY VISIBLE" COLOR
- I ~
I I w TRUSS ROD : ~ (TYP)
'-----t---'---~i___~_J CURB 0
"' lL 0
#5 REBAR ALL AROUND B I
(/)
#5 DOWEL AT 18" QC 90% DESIGN
<O PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, 1'-6" RECORDING PURPOSES, CHAIN-LINK FENCE WITH OR IMPLEMENTATION 2 PERSONNEL GATE DETAIL 3 EXTERIOR BOLLARD DETAIL SCALE: NONE C-210 SCALE: NONE C-210 A SECTION SCALE: NONE (CURB ONLY REQUIRED IN LOCATIONS INDICATED ON CIVIL LAYOUTS) 4 MISCELLANEOUS EQUIPMENT PAD A C-210 SCALE: NONE REF NUMBER TITLE DWGNO TITLE REFERENCES NEXT USED ON REVISIONS SCALE NONE SHEET 1 OF 1 DRAWING TRACEABILITY LIST 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES: NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY , ACTUAL NOZ ZLE LOCATIONS TO BE DETERMINED BY VE NDOR'S FINAL SUBM ITTAL FOR PIPE SUPPORT S UPPORT DETAILS SEE DRAWING VFS-EPM -00O-DWG -S-210. INSTA LL PER SPECIFICATION SETION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. F F
~ PUMP ENCLOSURE SHALL BE HUBBELL HOT BOX MODEL NUMBER DF4FEH, V PART NUMBER HD041041045 WITH 1000W HEATER AND VENTILATION FAN.
CENTER ENCLOSURE OVER CENTER OF PUMP AND ATTA CH TO CONCRE TE 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()-11/2 - - - - - -- - -11'-71/2 - - ----<
(INJECTION SKID BY BMCD)
~ INTERFACE FLANGE TO BE 12" ABOVE GRADE, CE NTER CONNECTION POINT V PIPE IN 18" SONNET TUBE X 30" DEEP. FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLED.
E NOZZLE SCHEDULE FOR TANK TK-20 1 E MARK QTY RATNG SIZE LOCATION N1 -FILL 1 150# 3" ROOF (NOTE Al 22'-8" N2-DISCHARGE 1 150# 3" 8" ABOVE TOC V-253 N3 -HIGH LEVEL 1 150# (NOTE 1.) ROOF SWITCH N4-VENT 1 150# /NOTE 1.1 ROOF CONNECTION POINT NS -LEVEL 1 150# (NOTE 1.) ROOF TO WA OUTFALL DETECTION LINE (BY B MC D ) N6 -LEAK 1 NIA (NOTE 1.) BETWEEN SHELLS DETECTION 8'-7" 20" TO 60" ABOVE MANWAY 1 (NOTE 1.) 24" TOC MANWAY 1 (NOTE 1.) 24" ROOF SC HEDULE NOTES : A INFLUENT PPE RUN IS TO BE SUPPORTED DOWN THE SOE OF THE TK-2~
~ CON NECTION POINT ---~- V-80088 -
TANK V TO WA INFLUENT V-807 D LINE (BY BMCD) CV-806 D 9'-7 1/2 NOZZLE SCHEDULE FOR TANK TK-202 MARK QTY RATNG SIZE LOC ATkJN N1 - F ILL 1 150# 3" ROOF /NOTE A l BOTTOM, 8" ABOVE N2 - DISCHA RGE 1 150# 3" TOC N3 - DETECTKJN 1 150# (NOTE 11 ROOF 3"-GW-2 1502-AS01-HT &I 1 150# /NOTE 11 ROOF N4-VENT 1"-HCL-21505-AR01-N NS - PRESSURE 1 150# (NOTE 1) ROOF RELEF LINE 3"-GW-21501-AS0 1-HT&I N6 -SPARE 1 150# (NOTE B) ROOF 20" TO 60" ABOVE MANWAY 1 (NOTE 1.) 24" TOC MANWAY 1 (NOTE 1.) 24" ROOF SCHEDULE NOTES
- A. EFFLUENT PIPE RUN IS TO BE SUPPORTED DOWN THE SIDE OF THE TANK.
8 . NOZZLE ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED C FOR URANIUM AND NITRATE . C URANIUM IX TRAIN SKID ARRANGEMENT SEE VFS-EPM -000-DWG - M-210
- - - -- - - - - 23'-0" - - -- - - - ------<
TANK EQUIPMENT AND ACCESSORIES ASSEMBLY SCALE 1/4" = 1'-0" B B ls
;Ji 90% DESIGN C, C,
PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, i
~
RECORDING PURPOSES , ~
- e OR IMPLEMENTATION Cl,.
w
~ -- - - - - - - - - - - - -- - - - -----------< ~
(i) Ve OLIA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVI CES 295 Bradley Blvd . Suite 300 ~ Richland , WA 99352 www.nuclearsolutions.veolia.com A CIMARRON A PUMP AND TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT O' 2' 4' 8' 12' REF NUMBER TITLE 114" = 1'-0" ~----- ---..i FEET DWGNO TITLE REFERENCES VFS-EPM-OOO-DWG-G-200 D SCALE NEXT USED ON REVISIONS DRAWING TRACEABILITY LIST 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES: 1 SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES
~ INTERFACE FLANGE TO BE 12" ABOVE GRADE. CENTER CONNECTION V POINT PIPE IN 18" SONNET TUBE X 30" DEEP . FILL SONNET TUBE WITH SAND OR CRUSHED ROCK AFTER HEAT TRACE HAS BEEN INSTALLE D F F E E D D
/2"-HCL-21503-AR01-N 3"-GW-21501-AS01-HT&I----,_
~ /URANIUM IX TRAIN SKID ARRANGEMENT
/ SEE VFS-EPM-000-DWG-M-210 IINJECTION SKID BY B M C D ) ~
,.----,b,-------...L.---....---.s7 0
TK-203 111111V' .-n, IH C C 4181 l!I I
-2'-9" c=+=t c=+=t MOV-201~
CU. CAP. ,..._ Ill ~ i.o I I I \ il g'l ro B n \ \
\ \
1 1 \ _ V-203 ~ 1'-81/2" I N B 3"-GW-21502-AS01 -HT&I 1"-HCL-21505-AR01-N 90% DESIGN .... c=, PRELIMINARY OR PERMIT SET, ~ c.;> (E:')SECTION NOT FOR CONSTRUCTION,
~
G~-1 SCALE: 1/2" = 1'-0" RECORDING PURPOSES, ij OR IMPLEMENTATION .,_
~-------------------------1 ~
(i) Ve O LI A VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES ~ 295 Bradley Blvd. Suite 300 i!5 Richland . WA 99352 www.nuclearsolutions.veolia.com A CIMARRON A PUMP ANO TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT r---- - O' SCALE 1' 2' 4' FEET 6' liiiiiiiiiiil DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON TITLE REFERENCES REVISIONS F SCALE SHOWN VFS-EPM-O00-DWG-G-220 SHEET 1 or 2 C 8 7 6 5 4 3 2
8 7 6 5 4 3 2 l NOTES: SEE DRAWING VFS-EPM-000-DWG-G-200 FOR NOTES. F F LI T-201 J>*-FW-21514-AS01-HT&I 2"-RV-21525-AS0 1-HT &I TK-202 3"-GW-21501-AS01-HT&I E E V-203 D (INJECTION SKID BY BMCD) D C C V-808 B (F'iSECTION G~1 SCALE: 112" = 1'-0" N B N as 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION Ci) VE O l IA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland , WA 99352 www.nuclearsolutions.veolia.com A CIMARRON A PUMP AND TREAT SYSTEM PROJECT MECHANICAL BURIAL AREA #1 GENERAL ARRANGEMENT 0' 1' 2' REF NUMBER TITLE 112" = 1'-0" i------- TITLE REFERENCES SCALE DWGNO DRAWING TRACEABILITY LIST NEXT USED ON 8 7 6 5 4 3 2
8 I 7 I 6 I 5 ! 4 I 3 I 2 I 1 LINES SYMBOLS: (CONTINUED) ABBREVIATIONS: INSTRUMENT/FUNCTION SYMBOLS GENERAL NOTES: ONE-LINE CONDUCTOR/CONDUIT A AMPERES PRIMARY LOCATION SURGE PROTECTION DEVICE , 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
~
BA1 BURIAL AREA 1 NORMALLY ACCESSIBLE TO
--- --- - UNDERGROUND CONDUIT INTERNAL CBL CABLE ELECTRICAL CODE, 2017 EDITION OPERATOR CKT CIRCUIT
--G-- GROUNDING CONDUCTOR
- § CTRL CONTROL F
F ---- EMBEDDED REBAR DUPLEX RECEPTACLE DP OS DISTRIBUTION PANEL DISCONNECT SWITCH @ DISCRETE INSTRUMENTS
-~ --,
=@ DOUBLE DUPLEX RECEPTACLE EGC EQUI PMENT GROUNDING CONDUCTOR
~
F.O. FIBER OPTIC SHARED DISPLAY , FVNR FULL VOLTAGE NON REVERSING SHARED CONTROL DUPLEX RECEPTACLE, GROUND SWITCHED
- § FAULT CIRCUIT INTERRUPTER G GROUND GFCI GEC GROUNDING ELECTRODE CONDUCTOR GES GROUNDING ELECTRODE SYSTEM NEUTRAL DUPLEX RECEPTACLE, GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER
-- GROUND ::§ FAULT CIRCUIT INTERRUPTER GFEP GROUND FAULT EQUIPMENT PROTECTOR ~-
GFCI WITH WEATHERPROOF COVER GND GROUNDING CONDUCTOR WP HM! HUMAN MACHINE INTERFACE SYMBOLS: HP HORSEPOWER A HVAC HEATING , VENTILATION & AIR CONDITIONING 1' X4' LUMINAIRE C:::=J HZ HERTZ
),_ CORD & PLUG/RECEPTACLE A= FIXTURE TYPE 1/0 IX INPUT/OUTPUT ION EXCHANGE A
i CJ 2' X4' LUMINAIRE A= FIXTURE TYPE KV KVA KW KILO-VOLT KILO-VOLT AMPERES KILO-WATT KWH KILO-WATT HOUR E E ( NON-FUSED DISCONNECT SWITCH A
~
1' X4' LUMINAIRE W/ EMERGENCY BATTERY PACK A= FIXTURE TYPE LED LP MCC LIGHT EMITTING DIODE LIGHTING PANEL MOTOR CONTROL CENTER MLO MAIN LUGS ONLY A
~
2' X 4' LUMINAIRE W/ EMERGENCY N NEUTRAL FUSED DISCONNECT SWITCH c:;;.jjjl BATTERY PACK A= FIXTURE TYPE NEC p NATIONAL ELECTRICAL CODE PUMP/POLE BREAKER PLC PROGRAMMABLE LOGIC CONTROLLER PLG PLUG WALL MOUNTED LUMINAIRE pp f-@ POWER PANEL A= FIXTURE TYPE PWR POWER ,__
- D FUSE RCPT RECEPTACLE SKD SKID SURGE PROTECTIVE DEVICE
~ SPD LINE BREAK SWBD SWITCHBOARD V VOLTS CONNECTION POINT/ GROUN D RO D VA VOLT AMPERES VFD VARIABLE FREQUENCY DRIVE EXOTHERMIC BOND OR COMPRESSION w WATTS/WIRE FITTING CONNECTION WAFT WESTERN AREA TREATMENT FACILITY WP WEATHERPROOF XFMR TRANSFORMER D XO TRANSFORMER SECONDARY NEUTRAL D I) 20A CIRCUIT BREAKER (TRIP)
I I) 1soo CIRCUIT BREAKER (TRIP/FRAME) I 2000 - L':,. ~
---3 0
CURRENT TRANSFORMER MOTOR X=HP r-t rvy TRANSFORMER C J- GROUND C s KILOWATT HOUR METER rH
-:- I 1
y2s 225 D
~
POWER PANEL, MAIN BREAKER PP-1 ,__ I 10ot ~ LIGHTING PANEL, MLO , NUMBER INDICATES PANEL SIZE ~
.ft...
LP-A ~ is B r -1 I
~
,!!?..-
I I ENCLOSURE/SKID 90% DESIGN 0 L_J PRELIMINARY OR PERMIT SET, N w 0
~
NOT FOR CONSTRUCTION, B VARIABLE FREQUENCY DRIVE RECORDING PURPOSES, OR IMPLEMENTATION ~
~r-B VEOLIA SURGE PROTECTION DEVICE ,
EXTERNAL Ci)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 Richland, www.nuclearsolutions.veolia.com WA 99352
~
fl.IE DOCUMEN T. DATA, AN O INFOA ""'TION C~l/Uf EO lH EREN ME CONflll[l<Tl,1,L AND PROPRIETARY TO IWRION , NC Nftll1fft '1111! DOCUIIIENT NOII NN OATIIOII METER INFORW.llOlfllHREN IIU\Y II!. 1'1100\JCfO. USfO IIHEASED Oft DISCLOSED. IN Y'IHOlfOR IN PART, WITHOJTT1'1E UPIIESSEO MITTEN CONSENT OF KURIOH . NC
~
DIGITAL POWER METER NAME MODULE OAT~ ?AN CIMARRON A rn SMOORE A 5-t<iNG
~
__.-VNSFS SfS PUMP AND TREAT SYSTEM PROJECT FULL VOLTAGE NON REVERSING STARTER D-MENDOZA VN SFS ELECTRICAL E LLOYD ~ s,s SYMBOLS,NOTES,AND I ----- ABBREVIATIONS
~ I
~
---- FIMG,o VFS-EPM-000-DWG-E-201 AVAILABLE 30 FAULT CURRENT (RMS , SYM. AM PS) TITLE DWGNO TITLE REF NUMBER REFERENCES I~
'"' DESCRIPTION
"" OESt3NAUTI10RITY I/------ Is DRAWING TRACEAB ILITY LIST NEXT USED ON REVISIONS SCA!.( NONE Im J~m 1 "1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
8 7 6 5 4 3 2 GENERAL NOTES:
- 1. SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS, NOTES, AND ABBREVIATIONS .
,---------7 2. GROUNDING SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL POLE-MOUNTED I I ELECTRICAL CODE.
I I BACKUP F TRANSFORMERS (WYE-WYE I GENERATOR F
- 3. INSTALL GROUNDING ELECTRODE CONDUCTOR , SIZED BASED ON I
CONNECTION) I NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE. _ _j
- 4. SEE DRAWI NG VFS-EPM-000-DWG-210 FOR CONDUCTOR SIZES .
GROUNDED
- 5. INSTALL TWO 8' X 518" GROUND RODS SIX FEET APART, ADJACENT TO POWER DISTRIBUTION RACK FOR GROUNDING ELECTRODE SYSTEM.
CONDUCTOR
- 6. INSTALL 8' X 518" GROUND ROD ADJACENT TO URANIUM IX SKID FOR EGC AUXILIARY GROUNDING .
- 7. BOND POWER PANEL PP-201 TO AUXILIARY GROUND
- 8. BOND NEUTRAL OF LP-202 TO IX SKID AUXILIARY GROUND.
- 9. BOND IX SKID TO AUXILIARY GROUND.
SUPPLY SIDE BONDING JUMPER POWER 10 LOW VOLTAGE GROUNDING AT UTILITY TRANSFORMER POLE. (TYP)
,--- ---7 DISTRIBUTION RACK I
480 VOLT E I I AUTOMATIC E I TRANSFER I SWITCH ATS-201 I I L__ - ---- - ---~ EGC GEC MAIN MAIN BONDING JUMPER BONDING JUMPER 7 7 GEC I I I I I I I I SERVICE DISCONNECT I I SERVICE DISCONNECT I D GEC I I I DS-201 I I DS-202 D GROUNDING ELECTRODES I IL ____________ _jI I L ___ ----- __ _J I (GES) I EGC I GROUNDED CONDUCTOR I (IF REQUIRED) I EGC TO WELL FIELD INJECTION SKID I j __ _ URANIUM IX DISCONNECT TREATMENT SKID PP-210 C C 480 VOLT PANELBOARD PP-201 EGC MINI POWER CENT ER LP-202 r---- -----------7 I I
, --- - - - - - - - - -7 I
I I
~ I I I I I I I 480-1201240 VOLT I
I I I I I I MPC TRANSFORMER I I B I I L_ - __j I I I I I ti I I -7 I I I 90% DESIGN
~
I I I PRELIMINARY OR PERMIT SET, j I I I I I I I I 1201240 VOLT I MPC PANELBOARD I NOT FOR CONSTRUCTION, I I I ___ _j I I I I RECORDING PURPOSES, 9 I ~ IL _____ ______ I ____ J OR IMPLEMENTATION GEC _ __________________ _ __ I I .----------------------------,>~ (i) Ve O l IA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia .com ~ A BURIAL AREA #1 GROUNDING DIAGRAM SCALE : NOT TO SCALE BURIAL AREA #1 GROUNDING DIAGRAM DWGNO TITLE REF NUMBER REFERENCES TITLE
'"===---+-=------,, F VFS-EPM-000-DWG-E-205 A DRAWING TRACEABI LI TY LIST NEXT USED ON "v 1---'-------- ---==-:-::::::-::-:c:::--'----'---~-~--...,
REVISIONS NONE SHm 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 1 ------ OG&E 13.2 KV 3-PH UTILITY
--7 GENERAL NOTES:
I T I SEE VFS-EPM-000-DWG-E-201 FOR SYMBOLS , NOTES, AND ABBREVIATIONS . l SEE BMCD-GWREMED-E-102 FOR SINGLE LINE DIAGRAM . F (3) SINGLE PHASE F 13 2 KV /::;, POLE MOUNTED L __ : ___ 48 Yi277V ~
=_
TRANSFORMERS 25KVA6~H~ EACH I I
,-- --7 4-#2 WISH IELD BACKUP GENERATOR
- r---::-::;:;-----,-- 1 ------r---~
75eKVA I POWER 4B0Y/277V, 3-PH , 60HZ DISTRIBUTION RACK I E E DS-202 3-#2 1-#8 GND SUPPLY TO WELL FIELD INJECTION SKID
-------- URANIUM IX TREATMENT SKID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - 7 I DS-210 100A D
1 PANELBOARD PP-201 , 480V, 100A 3 PHASE, 3W, 60Hz
-------------------------- --7 I
D I 1,3,5 7,9,11 2,4,6 13,15 8,10,12 14,16,1 8 I I 3P 3P 3P 3P 2P 3P 3P I I ) 30A I
)soA )1sA )1sA )soA ) 1sA I
L_ I __J I SPARE 3-#6 34112 3-#12 2-#8 3-#10 1-#10 GND 1-#12 GND 1-#12 GND 1-#10 GND 1-#10 GND DC-~Z 1 C 60A MS-222 C FVNR STARTER 1 I
)50A I I I LxFMR I L
~ 480-1201240V P-221 P-222 I I I, 15KVA, 10 I
L ----- -- ---------- LP-202, 15 KVA MINI POWER CENTER
--- - ------------- ----------7 ---- - ------- I I ) 70AMAIN I I 2,4 2,4 10 I
2P 1P I I 2P 1P I I )20A )soA )20A I LL I I 0 B 3-#12 L ______ _ ------------------~ 1-#12 GND 2-#12 SPARE 1-#12GND -.....+-----~+--------.--1-----~,+------..-t--------.-+--------,. 2-#6 90% DESIGN 1-#10 GND PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, L~2~ _J RECORDING PURPOSES, ENCL-203 FREEZE OR IMPLEMENTATION CONTROL PROTECTION PANEL TK-201 HEAT TK-202 HEAT P-202 CP-200 LIGHTS AND TK-204 FREEZE
- - -- - - -- - - -- - - -- - - -- - - TRACE - - - - ~~C_E _ _ - - RECEPTA:E_ - - - - -- - - RECEPTA:E~ - - - - -- - - -- - - -- - - _J PROTECTION BURIAL AREA #1 SINGLE LINE DIAGRAM A SCALE: NOT TO SCALE BURIAL AREA #1 SINGLE LINE DIAGRAM DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F
SCAJ.E NONE VFS-EPM-000-DWG-E-210 SliEEl 1 "' 1 c 8 7 6 5 4 3 2
8 I 7 I 6 5 4 3 I 2 I GENERAL NOTES
- 1. SEE DRAWING VFS-EPM-000-DWG-E-2 10 FOR SINGLE LINE DIAGRAM .
- 2. SEE DRAWING VFS-EPM-000-DWG-E-231 FOR CONDUIT SCHEDULE.
F 3 UNDERGROUND CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY. F FIELD ROUTE AS REQUIRED TO AVOID INTERFERENCES WITH STRUCTURAL FOUNDATIONS AND EQUIPMENT
- 4. MI NIMUM 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 .
SEE DRAWING VFS-EPM-000-DWG-M-210 FOR LOCATIONS OF ELECTRICAL PANELS AND EQUIPMENT IN URANIUM IX TREATMENT SKID. E E D D C C B I
,J!l._
90% DESIGN PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, l. TOWATF RECORDING PURPOSES, ~
~ COMMUNICATIONS VAULT C-1 ..-------O_R_I_M_P_L_E_M_E_N_T_AT_I_O_N_ _ _------1 ~r VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES Ve O LI A 295 Brad ley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions .veolia .com ~
ELECTRICAL UTILITY PLAN SCALE: 1" = 5'-0" :.~~=~~;~: ~:;;>:~~DC~~~~~~;;'~~~~~::.r:~f~~:~wJl~~~t~*~~~~~~~~iN og-io::JTN gi::;:if:T:r ~ NAME CIMARRON A ' f---- -_r:P~U~M'.'.:_P~A~ND~TR~E~A~T_'.'.SY~S~T_.:E~M_:P:'.:'..R'.::OJ::E:::C..'....T_ _
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SFS ____-,;;,., BURIAL AREA #1 J PIERCE OMEN 'il _.;;.,., ELECTRICAL fifovo'" --5" UTILITY PLAN 1" = 5' i----- O' SCALE 5' 10' 15' i---, FEET 1------+----------+-R_E_F_N_UM _B_E_R_~ DWG NO TITLE I REFERENCES TL_E_ _ _ _71\," ' l_---:-:,--,-::-:--TI_
\
1~ "= = .,=
,.,.,. IT --1"""'-----=------,,i
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1
/ ;; 1=vFs-EPM-000-owG-E-211 1-----D-RA_W -G
....IN ~T=R~A~C~ sr Y.,...Ll"'
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EAB = - - - - - +N x=T.,-,u=sE::-::Dc-:O::-:-N, - - - - - - - - - - - - - - - - 1 *:,~\
-,.,E"' REVISIONS I/ 5CPJ.f SHO'M'J l fDT I SKm 1 "' ,
8 I 7 6 I 5 t 4 I 3 2 I 1
8 7 6 5 4 3 2 PARTS LIST/MATERIAL LIST
~:t--.:[
ITEf.! NO BURIAL AREA #1 HEAT TRACE PLAN F F r INJECTION SKID [l:::>- AR 6 2 4 E-100-L-A ETL-ENGLISH T-100 JBS-100-A END SEAL WITH INDICATOR LIGHT HEAT TRACE LABELS SPLICE OR TEE CONN ECTION KIT POWER CONNECTION KIT RAYCHEM RAYCHEM RAYCHEM RAYCHEM
~~~~ AR 14 GS-54 PS-10 GLASS ATTACHMENT TAPE (LENGTH AS REQUIRED)
RAYCHEM E RI I (") 3 9 _C~
,-----------i,-=E:;:=L:.,-. ;~----------------,,'7f,--- - - -- - - - - - - - - - - - - - - - - - - - - ~
8 10 AR 8BTV1-CT HEAT TRACE CABLE , SW/FT , 120V (LENGTH AS REQUIRED) RAYCHEM 10 11 E L_ HC - HC - HC ..::!~i1.=~-~io~ HC HC - HC - HC :--\ GENERAL NOTES
- 1. ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE 2017 NATIONAL ELECTRICAL CODE (NEC) .
- 2. LOCATION OF HEAT TRACE ON PIPE SHOWN FOR CLARITY, FIELD TO INSTALL COMPONENTS IN APPROXIMATE LOCATIONS AS SHOWN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
- 3. CONDUIT NOT SHOWN, CONTRACTOR TO FIELD ROUTE AND SUPPORT CONDUIT AND JUNCTION BOXES AS REQUIRED TO MEET NEC REQUIREMENTS.
0 0 4. SEE SHEET 4 FOR HEAT TRACE SCHEDULE FOR EACH HEAT TRACE ZONE . 0
- 5. POWER FOR HEAT TRACE IS SUPPLIED FROM IX SKID PANEL LP-202 CIRCUITS 5 AND 7. SEE DRAWING VFS-EPM-000-E-201 FOR IDENTIFICATION OF HEAT TRACE 120V CIRCUITS. FIELD ROUTE CONDUIT FROM PANEL TO EACH HEAT TRACE POWER CONNECTION KIT.
D D
- 6. REFERENCE CALCULATION VFS-EPM-000-CALC-008 FOR HEAT TRACE SIZING .
- 7. NOZZLE LOCATIONS SHOWN ON TANKS ARE FOR INFORMATION ONLY , ACTUAL NOULE LOCATIONS TO BE DETERMINED BY VENDOR'S FINAL SUBMITTAL.
2
- 8. PIPE AND COMPONENT INSULATION THICKNESS IS 1". INSULATION "K" VALUE IS 0.245 BTU-IN / N-FT -' F.
INSULATION SHOULD BE INSTALLED WITH INSULATED PIPE SUPPORTS. [l:::>- HEAT TRACE EFFLUENT LINES AND INFLUENT LINES SHOWN. APPLY ETL LABELS (ITEM 4) ON INSULATION AT INTERVALS NOT EXCEEDING 10 FEET. ROUTE , WRAP, AND TEST HEAT TRACE IN ACCORDANCE WITH RAYCHEM INSTALLATION MANUAL. I (") 3"-GW-21502-AS01 LEGEND IO HEAT TRACE H C - 7 C H C - HC-HC ICJl -HC-HC- HEATTRACECABLE n1 ZONE2 I I~ ' CONDUIT HE/\TTR/\CE ~ Hi.AT TRAC ii liTART !>INC.LE CIRCUIT C C [fil HEAT TRACE E ND LIGHTED [I) HEAT TRACE TEE URANIUM IX TREATMENT SKID u. 0 B I u, 90% DESIGN N
~
PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, ~ 0 RECORDING PURPOSES, ~ BURIAL AREA #1 HEAT TRACE PLAN OR IMPLEMENTATION i
, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 >t SCALE: 3/8" = 1'-0" (INSULATION NOT SHOWN FOR CLARITY)
G) Ve O LI A VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions .veolia .com ~ TH E OOCU MEN T. OATA, NIO INFO'IMATIONCa,ITA>>I EOlllEREIN ME CONFCENTIAl~Dl'ROf'R!ET.tJIYTOWRlot . lNC , t, EmlER n us OOCIJ MENT NOR NIYOATAOR INf OFI IM.TIOf! Tl-1EREN IAAYIIE PRODJCEO USED. RELEA.SED OR DISCLOS ED IN 1",1,J OLE OR IN PART. WITliOUTlHE UPRESSfOWIIITTEN COl'ISE/fT O, 1'-UIUCN . IN C
~
A 3/8" = 1*-0.. N. SCALE
-t. J' 12' 16' I
FEET REF NUMBER TITLE F BURIAL AREA #1 HEAT TRACE PLAN VFS-EPM-000-DWG-E-212 A DWGNO TITLE REFERENCES DRAWI NG TRACEABILITY LIST NEXT USED ON REVISIONS SCALE SHOWN SHEET 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 F F REF
~
REF
=-1-=-i E E
,= HC :;:--,
u " I@ I
~ i
,c I I REF
"=-1-=-i EL
~
i1 I REF REF u =-1-=-i I ~ I
~ ~
" TK-201 I TK-202
~ INFLUENT TANK I EFFLUENT TANK I 12000 GALLONS 12000 GALLONS u
"n u I r I I Ii? n REF
=-1-=-i
~
D REF D
=-1-=-i CONNECTION POINT TO WELL FIELD (BY BMCD) CONNECTION POINT TO WELL FIELD (BY BMCD)
C C A BURIAL AREA #1 HEAT TRACE EAST ELEVATION B BURIAL AREA #1 HEAT TRACE NORTH ELEVATION SCALE: 114" = 1'--0" SCALE: 114" = 1'--0" (INSULATION NOT SHOWN FOR CLARITY) (INSULATION NOT SHOWN FOR CLARITY) 0 B 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION A BURIAL AREA #1 HEAT TRACE 114' = 1'-0' o~~llllj-iiiil!2*~l---~111Jj--iiiiiiii,l_e"""*"""lllljlii-iiiiliiiiiiiiiil12* ELEVATIONS SCALE FEET REF NUMBER TITLE DWGNO TITLE REFERENCES VFS-EPM-000-DWG-E-212 DRAWING TRACEABILITY LIST NEXT USED ON REV ISIONS 8 7 6 5 t 4 3 2
8 7 6 5 4 3 2 REF
,=---1----=,
F F REF 10 REF E E REF REF
,=---1----=, REF REF 3 9 D D BURIAL AREA #1 HEAT TRACE DETAIL (EAST ELEVATION)
SCALE: 3/4" = 1'-0" (INSULATION NOT SHOWN FOR CLARITY) REF r=-1----=-, C ffi-- C REF r=-1----=-, REF
~ REF REF IL 0
B 1li 90% DESIGN N PRELIMINARY OR PERMIT SET, i NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, ~ OR IMPLEMENTATION ~
,-------------------------1~ VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES VE O LI A 295 Bradley Blvd Sune 300 Richland, WA 99352 www nuclearsolutlons veolla com ~
BURIAL AREA #1 HEAT TRACE DETAIL (NORTH ELEVATION) SCALE: 3/4" = 1'-0" HE !XlCUMENT, OJITA , A.NDltF ORWITIO~CONTAlf.Olt-£RE IN J\RECOtfflOESTV\lANOAAc>PRIETAA.V TOKlJRIO.~ . tJC.HEffHER THISOCX'.:~leNT ~RA.""'OATAOR N*OR~ATIDMTllERENV.AYIIEl'ROOUCEO.USf.O . RE LEASffiOII DISCIOSED. IN WHf'IIFOR IIJ PA.lfl.VJlr,cu1mEE.1CPRESSEQW\,llT'l'UJ COWSEHTOFIW'llOIJ. ltJC i5 (!) (INSULATION NOT SHOWN FOR CLARITY) A 3/4" = 1'-0" ~i- -i~- ~-~~~~~ 0' SCALE 1' 8 2' 4' FEET 7 6 DWGNO TITLE DRAWING TRACEABILITY LIST 5 t REF NUMBER NEXT USED ON 4 REFERENCES TITLE 3 REVISIONS 2
=
F LE SHOWN BURIAL AREA #1 HEAT TRACE ELEVATIONS VFS-EPM-000-DWG-E-212 EDT St<Ef'f 3 OF 4 A
8 I 7 I 6 I 5 ! 4 I 3 I 2 I 1 NOTES
- 1. FOR GENERAL NOTES AND PARTS LI ST/MATERIAL UST SEE SHEET 1.
IT:> PER RAYCHEM HEAT TRACE SPECIF ICATIONS , MAXIMUM CIRCUIT LENGTH FOR SWIFT HEAT TRACE WI TH COLD STARTUP TEMPERATURE OF 50 DEGREES FIS 200 FEET WHEN CONNECTED TO 20A CIRCUIT BREAKER. F F IT:> HEAT TRACE SCHEDULE
- HEAT TRACE HT HT APPROXIMATE CIRCUIT LP-202 CIRCUIT MINIMUM BRANCH CIRC UIT -
DESCRIPTION (HT} ZONE WATTS/FT LENGTH WATTS 120VCIRCUIT AMPS AMPACITY (AMPS X 1.25} FEED FROM URANIUM IX TRAIN TO EFFLUENT 1 8 42.2 FT 337.6 CKT7 2.81 3.52A TANK TK-202 FEED FROM INFLUENT TANK TK-201 TO URANI UM 2 8 31 .2 FT 249.6 CKT5 2.08 2.60A IX TRAIN FEED FROM CONNECTI ON POINT TO WELL FIELD 3 8 32 .42 FT 259.36 CKT 5 2.16 2.70A TO INFLUENT TANK TK-201 FEED FROM EFFLUENT TAN K TK-202 TO CONNECTION POINT TO EAST OUTFALL, E 4 8 113.8 FT 910.4 CKT7 7.59 9.49A INJECTION SKID, PRESS VENT E r-- D D C C
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Tl!E DOCUMENT. DATA. ANO llffOflMATION CCNlANEO 'THERE IN ARE COHIOENTU,l AHO PAOPRIETAll'f TO ~URION . f<I C. NEITTIER 'THIS OClCl!MEHTNOR AHYO,HAOII IHFORW.TIOHlHEAE fIE~RCE"M DKING ~ FS BURIAL AREA #1 D MENDOZA ~ FS _..-,;;;;, HEAT TRACE "ETCov'o " I ~ SCHEDULE F1~*o DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON I REFERENCES TI TLE l!m " DESCRIPTION REVISIONS OATIS ~ OES GNAIJTllORITY
/ ----- SCALE NON E VFS-EPM-000-DWG-E-212 leor I"'"' 4 °'
IA 4 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
8 7 6 I 5 4 I 3 2 I F F PANEL MFG SIEMENS PANELBOARD: PP-201 LOCATION: IX SKID VOLTAGE:480VAC , 3PH , 4W MAIN BREAKER TYPE: BQ PANEL MFG : SIEMENS PANELBOARD: LP-202 LOCATION : IX SKID VOLTAGE: 120/240VAC, 1PH, 3W MAIN BREAKER TYPE: ED FED FROM: PP-201 CKT 13 RACK ONE LINE DWG NO: E-210 MODEL: P1E18BQ100ABS FED FROM : DS-210 ONE LINE DWG NO: E-210 MAIN BRKR RATING (AIC) : 14,000 MODEL* 1LPC015 MAIN BRKR RATING (AIC) : 18,000 NEMA TYPE: 12 111 MAIN BREAKER 100A 125 AMP BUS D PANELBOARD GROUND NEMA TYPE: 3R 1111 MAIN BREAKER 100 AMP BUS D PANELBOARD GROUND FEEDER BREAKER TYPE: Q FEEDER BREAKER TYPE: BQ 1111 SURFACE MOUNT D LUGS ONLY - - AMP NEUT FAULT PROTECTION 1111 SURFACE MOUNT D LUGS ONLY --AMP NEUT FAULT PROTECTION FEEDER BRKR RATING (AIC)
- 14,000 D FLUSH MOUNT D TOP 1111 BOTTOM FEED 1111 GROUND BUS D OTHER FEEDER BRKR RATING (AIC) : 10,000 D FLUSH MOUNT D TOP Ill BOTTOM FEED 1111 GROUND BUS D OTHER VA VA A B VA VA LOAD DESCRIPTION BKR CKT AMPS NO.
CKT BKR NO . AMPS LOAD DESCRIPTION LOAD DESCRIPTION BKR CKT AMPS NO. I I 70A CKT BKR NO. AMPS LOAD DESCRIPTION PHA PHA PH C A B C PH A PH B PH C PHA PH B )-- PHA PH B 11,085 1 -'P rr'- 2 831 1000 ENCL-203 FREE2E PROTECTION 20 1 ~ ~-+--~':'- 2 4431 60 HVAC-200 11 ,085 P-221 (30 HP) 60 3>-+ +- 4 15 P-222 (1.5 HP) 831 420 TK-204 FREEZE PROTECTION 15 3 >-,,.....__ ----+------;.,_- 4 4431 A_ , . . .___ 11 ,085 5 >-;.._ 6 831 509 TK-201 HEAT TRACE 15 5~ 6 15 CP-200 360 7 >-,,. . .__ ,,.....___ E 305 7 -':' 'T'- 8 1248 TK-202 HEAT TRACE 15 8 20 LIGHTS AND RECEPTACLES (4) 1008 E 9 >-,,.....__ 305 P-203 (0.5 HP) 15 9 ~+ ~- 10 15 SPARE 120 P-202 RECEPTACLE 15 10 20 SPARE 305 11 >-;.._ ~- 12 SPARE 15 11 12 15 SPARE 6420 13 - ' : ' 'T'- 14 1629 1668 TOTAL VA PHASE A: 6420 4791 5439 LP-202 MINI POWER CENTER 50 7107 15 >-;.._ + - 16 30 SPD SUBTOTAL TOTAL VA PHASE B: 7107 A_ TOTAL : ____g_gz___ SUBTOTAL SPACE 17 >- 18 17,810 18,497 11 ,390 TOTAL VA PHASE A : ~ 831 831 831 TOTAL VA PHASE B: ~ SUBTOTAL TOTAL VA PHASE C: ---1.Uil_ SUBTOTAL TOTAL: ~ D D C C u. 0 B I 90°/o DESIGN ~ PRELIMINARY OR PERMIT SET, i
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TITLE ____ REFERENCES r_lT-LE--------<~ '° .. VFFS-EPM-000-DWG-E-230 DRAWING TRACEABI LI TY LIST NEXT USED ON RE VISIONS 0, 1 8 I 7 I 6 I 5 t 4 I 3 I 2
8 I 7 I 6 I 5 ~ 4 I 3 I 2 I 1 GENERAL NOTES
- 1. SEE DRAWING VFS-EPM-000-DWG-E-210 FOR SINGLE LINE DIAGRAM
- 2. FIELD ROUTE IX SKID SURFACE MOUNT CONDUIT FROM POWER PANELS TO END DEVICES.
F F [I>- SEE GENERATOR AND ATS INSTALLATION MANUALS FOR CONNECTION OF CONTROL SIGNAL WIRING
-- c-WIRE RUN LIST CONDUIT SCHEDULE E NUMBER/SIZE OF WIRE RUN E
WIRE RUN NO WIRE/CABLE TYPE FROM VIA TO WIRE NUMBERS CONDUIT NO. CONDUIT SIZE CONDUIT TYPE INSTALLATION CONDUCTORS (AWG) NUMBER E-200 MV-105 , 15 KV 4 # 2 W/SHIELD UTILITY TRANSFORMERS PC200 POWER DISTRIBUTION RACK PC200 2" PVC E-200 ABOVE GRADE/UNDERGROUND E-201 THHNfTHWN 3 # 2, 1 #8 GND DS-201 PC201 DS-2 10 DS-201-H1 , H2, H3 , GND PC201 1-1/2" PVC E-201 UNDERGROUND E-202 THHNfTHWN 4 # 6, 1 # 10 GND DS-202 PC202 INJECTION SKID DS-202-H1 , H2, H3 , N, GND PC202 1" PVC E-202 UNDERGROUND E-203 THHNfTHWN 4 # 2, 1 # 8 GND DIESEL GENERATOR PC203 ATS-201 GEN-203-H1 , H2, H3, N, GND PC203 1-1/2" PVC E-203 UNDERGROUND E-204 THHNfTHWN 2 # 12, 1 # 12 GND LP-202 CKT 3 PC204 TK-204 FREEZE PROTECTION LP-202-3-H , N, GND PC204 3/4" PVC E-204 UNDERGROUND
- E-205 THHNfTHWN 2# 12, 1 #12GND LP-202 CKT 1 PC205 ENCL-203 FREEZE PROTECTION LP-202- 1-H , N, GND PC205 3/4" PVC E-205 UNDERGROUND --
E-206 THHNfTHWN 3#12, 1 #12GND PP-201 CKT 7 PC206 DS-203/P-203 PP-201 H1 , H2 , H3, GND PC206 3/4" PVC E-206 UNDERGROUND E-207 THHNfTHWN 3 # 6, 1 # 10 GND PP-201 CKT 1 PC207 DS-221 /P-221 PP-201-1-H1 , H2 , H3, GND PC207 3/4" RMC/IMC E-207 IX SKID SURFACE MOUNT E-208 THHNfTHWN 3#12,1#12GND PP-201 CKT 2 PC208 MS-222/P-222 PP-201 H1 , H2 , H3 , GND PC208 3/4" RMC/IMC E-208 IX SKID SURFACE MOUNT E-209 THHNfTHWN 2#12, 1#12GND LP-202 CKT 5 PC209 TK-20 1 HEAT TRACE LP-202-5-H , N, GND PC209 3/4" RMC/IMC E-209 IX SKID SURFACE MOUNT E-210 THHNfTHWN 2#12,1#12GND LP-202 CKT 7 PC210 TK-202 HEAT TRACE LP-202-7-H, N, GND PC210 3/4" RMC/IMC E-21 0 IX SKID SURFACE MOUNT E-211 THHNfTHWN 2#12 , 1#12GND LP-202 CKT 9 PC211 P-202 RECEPTACLE LP-202-9-H, N. GND PC211 3/4" RMC/IMC E-211 IX SKID SURFACE MOUNT E-212 THHNfTHWN 2#12 , 1 #12GND LP-202 CKT 8 PC212 IX SKID LIGHTS/RECEPTACLES LP-202-8-H , N, GND PC212 3/4" RMC/IMC E-212 IX SKID SURFACE MOUNT D E-213 THHNfTHWN 2 # 6, 1 # 10 GND LP-202 CKT 2 PC213 HVAC-200 LP-202-2-H1 . H2 . GND PC213 3/4" RMC/IMC E-213 IX SKID SURFACE MOUNT D 1-200 FIBER OPTIC CABLE CPP-4 MEDIA CONVERTER CC200 , CC201 WATF DATA ROOM FIBER OPTIC PP CC200 2" PVC 1-200 UNDERGROUND 1-201 CAT6 ETHERNET CABLE 4PAIR#23 CPP-4 MEDIA CONVERTER CC202 IX SKID CP-200 ETHERNET SWITCH CC201 1* PVC 1-200 UNDERGROUND [I>- 1-202 CONTROL CABLE 300V 2 PAIR# 20 TSP GENERATOR CONTROL PANEL CC203 ATS-201 CC202 1" PVC 1-201 UNDERGROUND CC203 1* PVC 1-202 UNDERGROUND - i-C C -- c-i- LL 0 B I
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DESCRIPTio.l REVISIONS OATIS ~ OESIGNAUTHORllY SCAL~ NONE VFFS-EPM-000-DWG-E-231 Im, l"'m 1 IA1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
8 7 6 5 4 3 2
~ GENERAL NOTES :
- r:--.:r: 1. SEE CONSTRUCTION SPECIFICATION 28 2000 FOR SECURITY SYSTEM INSTALLATION AND INTERCONNECTION DETAI LS F F SECURE ALL ACCESS DOORS WITH SYMBOLS LEGEND PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM .
PROVIDE DOOR POSITION SWITCHES ~ DOOR POSITION SWITCH AT ALL INJECTION SKID DOORS (QUANTITY AND LOCATIO N TO BE ~ ELECTRIFIED LOCK, DOOR POSITION SWITCH , REX
;o,~ ETERMINED).
~ CARD READER - PEDESTAL MOUNTED
--@ FIXED DOME CAMER A - POLE MOUNTED
~ C-XX 01 CAMERA NUMBERfTYPE (DEFI NED IN SPECIFICATION SECTION 282000)
AFG ABOVE FINISHED GRADE E @ ~.. E
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~. -
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D D C C SECURITY GATE WITH PADLOCK, KEY TO BE LOCATED IN KEY CABINET IN CONTROL ROOM LL 0 B 90% DESIGN 12' -0" AFG I PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, I RECORDING PURPOSES, I OR IMPLEMENTATION I A BURIAL AREA #1 SITE SECURITY PLAN SCALE: 114" = 1'-0" 0' 2' 4' 8' 12' 1/4"= 1'-0" i'""'I 1--ii REF NUMBER SCALE FEET 5CALE SHO~ SHEET 1 or 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 TK-201 P-230 INFLUENT TANK PUMP 12,000 GAL F F r - - - - - - - - - - - - - - +".~I-;.;:;=+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 I I I
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~ 201 16 I ~---- LSH LIT I
I M 6" FLANGE FC FROM N6 WELL FIELD BMCD-GWREMED-C0D6 E FROM VNSFS N7 E WELL FIELD PRV-20D 24" MAMNAY BMCD-GWREMED-C0D6 SET AT 150 PSIG N2 VNSFS ~ B MCD CV-233 TO TK-1D5 VFS-EPM -000-DWG>>P-11 5 SHEET 3 V-211 3"-GW -21503-AS01-N ZONE EB V-203 P-2 30 D D C C N u. 0 B I Cl) GENERAL NOTES : ADDED FOR FUTURE SYSTEM BYPA SS ONCE MCL IS ACHIEVED FOR URANIUM. PHASE 1 CONCEPTUAL DESIGN HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. VEOLIA NUCLEAR SOLUTIONS FEDERAL SERVICES, LLC DETECTED LEAK (LDA-201) SHUT DOWN SIGNAL SENT TO WELL FIELDHMI. (i)veOLIA 295 Bradley , Suite 30D Richland , WA 99352 STOP WELL FIELD PUMPS . nlEOOCUM:NT.[lo\TAAN0 l"'FORMATIONCOHAtff0n!EftENII.RECONFI0EHTIALAN0PROPIUET.utYTO\INSfS. lLC. NEllHERTI11S0OCUMENT"'ORANYDATAOI! iNFORW.TIONT1"EREINlrtAAV 8EPROOUCEO.USEO. ftE LEASEOOROISCLOSEO. fiVI.HO!.E OOIMPART, WllHaJ T THEDIPRESSEO~ITTENCOHSENTOf'V!ISfS.LlC
- 5. SEE DRAWING P- 115 SHEET 1 FOR INTERLOCK LIST .
CIMARRON A ~ ~it':.-:::.-:::.-:::.-:::.1;t~~11....--_'.P:._::U'.'.'.M'..'.:P..:.A::.:N'..'.:D'....'.T..::R:=EA:_T:_S::Y'..'.S'..:.T.:.EM:...::P.:.:R:::OJ::::E:::C:..:.T_ _ -J A BURIAL AREA #1 PROCESS P&ID DWG NO TITLE REF NUMBER TITLE REFERENCE S F VFS-EPM-000-DWG-P-215 E DRAW ING TRACEABILITY LIST NEXT USED ON RE VIS IONS NONE SHEET 1
" 2 8 7 6 5 4 3 2
8 7 6 5 4 3 2 TK-202 P-203 EFFLUENT TANK EFFLUENT PUMP 12,000 GAL F F E E BMCD ----+--- VNSFS I
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PHASE 1 CONCEPTUAL DESIGN VEOLIA NUCLEAR SOLUTIONS (i)veOLIA FEDERAL SERVICES, LLC 295 Bradley , Suite 300 Richland, WA 99352 GENERAL NOTES A ADDED FOR FUTU RE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM AND NITRATE .
@::>- SEE VFS-EPM-000-DWG-P-115 , SHEET 2 FOR ***SAMPLE DETAIL. BURIAL AREA #1 @::> SIGNAL BASED ON TANK LEVEL TO CONTROL P-203.
PROCESS P&ID REF NUMBER TITLE DWGNO TITLE REFERENCES F VFS-EPM-000-DWG-P-215 E DRAWING TRACEABILITY LIST NEXT USED ON "" REVISIONS NONE SH!l!i 2 "' 2 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES: THE SPENT VESSELS ARE TRUCKED TO THE WATF TO BE DRAINED AND PROCESSED. SPENT VESSEL TO BE EXCHANGED FOR CONTIN UOUS OPERATION. BYPASS PIPING IS BUILT INTO SKID DESIGN . F HYDROCHLORIC ACID ACID SUPPLY FOR pH ADJUSTMENT. F REFILLED VESSELS FROM WATF PLACED INTO SERVICE AT SAME TI ME SPENT VESSELS REMOV ED. EN ABLES CONTI NUED BA1 OPERATION . FROM WELL FIELD WATER TREATMENT AREA FROM WELL FIELD TK-201 URANIU M IX TRAIN DD E INFLUENT TANK 12,000GAL TO EAST OUTFALL E TK-202 INJECTION SKID TO INJECTIO N EFFLUENT (BMCD) TANK 12,000 GAL 50GPM D ACID D 1,000 GAL TOWATF Q:::::> P-111 SHEET 11--
- ZONE DB SPENT VESSELS
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8 I 7 I 6 I 5 J 4 I 3 I 2 I 1 STREAM NO 20 21 22 23 24 URANIUM BA1 SPENT URANIUM BLENDED IX TR EATMENT REFILLED URANIUM DESCRIPTION TREATMENT FEED HYDROCHLORIC VESSELS TO BAl TREATMENT EFFLUENT ACID (36%) VESSELS F PARAMETER UNITS F LIQUID STREAMS FLOW GPM 100 100 GPD 17.1 LIQUID CONCENTRATIONS NITRATE (AS NJ PPM URANIUM (TOTAL) PPB 1000 0 SUSPENDED SOLIDS PPM (DRY) SOLID STREAMS FLOW E UNUSED IX RESIN E CU FT/YR 273 EXHAUSTED IX RESIN CUFT/YR 341 NOTES:
- 1. STREAM TABLE BASED ON DESIGN CONDITIONS; ACTUAL CONDITIONS WILL VARY OVER THE COURSE OF REMEDIATION.
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~ l's REF NUMBER TITLE DWGNO TITLE REFERENCES OESCRIPTIQt.J
" OESIGN ...Ul'lio<tlTY VFS-EPM-000-DWG-P-210 DRAWING TRACEABILITY LIST NEXT USED ON 1~m I REVISIONS SCA.lE NONE 2 " 2 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
8 7 6 5 4 3 2 TK-203 TK-204 TK-201 ACID TANK ACID FUME SUBMERGED INFLUENT TANK P-221 P-222 FL T-221 FLT-222 5,000 GAL SCRUB TANK 12,000 GAL PUMP PUMP FILTER NO 1 FILTER NO 2 F F 6" FLANGE FROM Vv£LL FIELD s"x3 " 1 c====:>-t--r---i; BMCD-GWREMED-C006 1 BMCD------t---- VNSFS E FROM E Vv£LL FIELD BMCD-GWREMED-C006 N2 TO IX TRAIN SHEET 2 3"-GW-21503-AS01 -N V-228 ZONE E8 I I I I D FLT-222 I D
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ili 90% DESIGN PRELIMINARY OR PERMIT SET, GENERAL NOTES: NOT FOR CONSTRUCTION, ADDED FOR FUTURE SYSTEM BYPASS ONCE MCL IS ACHIEVED FOR URANIUM . RECORDING PURPOSES, HIGH ALARM SIGNAL SENT TO WELL FIELD HMI. OR IMPLEMENTATION DETECTED LEAK (LDA-201 ) SHUT DOWN SIGNAL SENT TO WELL FIELD HMI. STOP WELL FIELD PUMPS . TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR). A ~ PORTABLE SAFETY EYEWASH REQUIRED DURING FILL [z::>- CONCRETE BERM WITH EPOXY COAT BURIAL AREA #1
- 8. SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST PROCESS P&ID REF NUMBER TITLE DWGNO TITLE DR AWING TRACEABILITY LIST NEXT USED ON REFERENCES F VFS-EPM-000-DWG-P-215 i5 REVISIONS SCAlf NONE SHm 1 "' 3 8 7 6 5 4 3 2
8 7 6 5 4 3 2 r-------, 0 VSL-201 VSL-202 VSL-203 MX-201 : : Hctci~ i1NG IXS VESSEL IXS VESSEL IXS VESSEL
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pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM , pH SETPOINT TO BE ADJUSTED 1llEOOCUMENT, CATA. MIDINFORMATIOHC0,1TAINEDTHEAE NAREOONFIOEnTW.t,NOPROPRIETAAYTOIWRIC::IN . NC. NEITI1ERTI-ISOOCUMENTNORAli'/0AfAOff BASED ON ACHI EVING AN LC! = 0. INFORIMTIONrnEREINMAYISEPROOUCEO. USEO.AELEASEOOROlSCLOSEO.N"'1-!0lEOIIINPAAT, WTTHOUTTH!.!JCPRES5ED'MUTTI:NCON5fNTOFKURIO'I . INC
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- 9. SEE DRAWING P-115 SHEET 1 FOR INTERLOCK LIST.
DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F NONE VFS-EPM-000-DWG-P-215 SHEET 2 "' 3 c 8 7 6 5 4 3 2
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SEE SHEET 2 FOR ... SAMPLE DETAIL. lHE DOCUMENT. DATA. ANO IN FOR MA TON CCtff~EO 11-IEREN A.~f C~flOENTIAL AND PII.OPRIETARYTO kURll'.:rl. NC. NEITHER lH~ DOCUMENT NOR ANY DATA OR FLOW METER SIGNAL FROM BMCD INJECTION SKID SENT TO IX INFORIU.TD,ITI-IEREfl MAYIEl>ROOUCEO USEC. RELEASED OR 0ISClOSED. IN~*~otE()i;: IW l>>>I~. Wff'HOJTTHE EXl>RESSEOWIU'lTE'.N CONSIHH~ KURION, flC.
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""" F VFS-EPM-000-DWG-P-215 5 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS NONE SHEET 3 0, 3 8 7 6 5 4 3 2
i 8 7 6 5 4 3 2 PARTS/MATERIAL LIST NOTES & SPECIFICATIONS: QTY REQD PART NUMBER TITLE DESCRIPTION MATERIAUREFERENCE X BURIAL AR EA 1 URANIUM TRAIN SKID NIA NIA
- 1. DIMENSIONS AND TOLERANCES PER ASM E Y14.5M -94. SKID FRAME 40FT N/A DIMENSIONS ARE IN INCHES TOLERANCES X +/- 1, XX+/- 03, XXX +/- .005 PROCESS VESSEL 48" DIA F FRACTIONAL: +/- 118 ANGULAR : +/- 2' HV363 D ISCONNECT SWITCH 100 AMP SQUARED F
INTERIOR PROCESS AREA SURFACES SHALL BE P 1E 18801 OOABS POWER PANEL 480V, 100 AMPS S IEMEN S NON-POROUS AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA A242408LP PLC ENC LO SURE 24x24x8 HOFFMAN FOR PENET RATIONS AND MOUNTING OF PANELS 1LPC015 MINI POWER-ZONE 15 KVA, 480 VOLT-120I240 VOLT SIEMENS SEE ELECTR ICAL INSTALLATION DRAWINGS. 59800482 PH METER INPR0426DI METTLER TOLEDO
- 4. BREAK SHARP EDGES, REMOVE BURRS SAMPLE BOX ASSEMBLY NIA NIA WELDING PER AWS D1 .6. PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECT ION 10 CRN 20-7 PUMP 3" FLANGED GRUNDFOS IX ARE ACCEPTABLE FABRICATION DETAILS AND STANDARDS PER 11 LPH4MA-KTC3-520 METERING PUMP 41 GPD@250PSI 115VAC NOVATECH NORMAL AN D CUSTOMARY FOR INTERMODAL CONSTRUCTION 12 FLT93B-ABOO LEAK DETECTOR FLT93BFLEXSWITCH FCI E> PIPE AND COMPONENTS TO BE WELDED OR FLANGE CONNECTIONS US ING FLEXITALLIC CGI -
13 58031404 UNICOND CONDUCTIV IT Y SENSOR 2-ELECTRODE METTLER TOLEDO E E 150 14 52005381 PH ELEMENT NPT THREADED INPRO 426DI METTLER TOLEDO HMT330- TEMPERATUREIDEWPOINT TRANSMITTER LOCAL DISPLAY VAISALA APPROXIMATE DRY WEIGHT 28, 122 LBS 15 1AOB101CDBF203B01AABAA1 EJA110E-JHS5G- DIFFERE NTIAL PRESSURE TRANSMITTER 16 WITH VALVE BLOCK YOKOGAWA 912DJIFF1ID1IN4 17 EJA-530 PRESSURE TRANSDUCER WITH VALVE YO KOGAWA 18 AFX FLOW METER MAGNETIC YOKAGAWA 19 DS3-3 INLINE STATIC MIXER 31N X 191N LG JDMIX 20 EXPANS ION JOINT 4" 150# STAINLESS STEEL 21 MH4BF07-60-2SH MOTOR OPERATED VALVE 3" FLANGED VALVE INDELAC 22 917JFEE01AJE0130 PRESSURE RELIEF VALVE 1 RF FLANGE KU NKLE 23 ANH-E1Q- BALL VALVE 1" FULL-PORT, FNPT , SS PBM SIMPLEX BASKET STRAINER 31N RF FLANGE D 24 32R FS-36062P34-BK KECKLEY D 25 14 ANH-K5L-8-03 BALL VALVE 31N FLANGE WITH POSITION SWITCH PBM 26 ANH-K5L-B - - BALL VALVE 31N FLANGE PBM 27 3" DL2R-36 5-36 CHECK VALVE 31N FLANGED SWING TYPE KECKLEY 28 AR 20893104 FLEXIBLE HOSE 2", CORRUGATED EPDM CONTIN ENTAL 29 1700DL SERIES COUPLER 2" DRY DISCONN ECT KAMVALOK 30 1600AN SERIES ADAPTER 2" ADAPTER FOR DRY DISCONNECT KAMVALOK 31 4 157 IMAFL LIGHT LED 46" LITHON IA 32 MODEL 18 FILTER DU PLEX ROSEDALE 33 APEX 28 FILTER DR AIN PUMP PERISTALT IC PUMP WATSON MAYLOW C 34 4895K640 CHECK VALVE 1" NPT, HIGH TEMP STEEL C 35 36HB-A05ZP HVAC UNIT HVAC UN IT 3 TON BARD 36 1/2" DIA HILTI KWIK BOLT TZ WITH 3 5/8" EMBED 39 ANH-CSP-G----- BALL VALVE 1/2"' FULL-PORT, FNPT, SS PMS 3 PL 3 35 B U) 8 ~ BURIAL AREA #1 URANIUM IX TRAIN SKID ARRANGMENT iJi SCALE: NOT TO SCALE 90% DESIGN C> PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, RECORDING PURPOSES, I q OR IMPLEMENTATION == Cl. w
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8 7 6 5 4 3 2 NOTES & SPECIFICATIONS:
- 1. DIMENSIONS AND TOLERANCES PER ASME Y14.5M-94.
F DIMENSIONS ARE IN INCHES TOLERANCES: .X +/- .1, .XX +/- .03, .XXX +/- .005 F FRACTIONAL: +/- 118 ANGULAR * +/- 2' MAINTAIN STANDARD SHIPPING CONTAINER LOWER CORNERS FOR TRANSPORTATION ANCHOR POINT REINFORCE FLOOR PAN FOR PUMP MOUNTI NG. REINFORCEMEN T METHOD SHALL PRECLUDE BREACH OF FLOOR CONTAINMENT
- 4. DIMENSIONS FOR PIPE CONNECTIONS ARE BASED ON PIPING LAYOUT. CONFIRM PRIOR TO FABRICATION EXTERIOR COATING SHALL BE BS12944 - C3 MARINE OR APPROVED EQUAL.
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- 10. TESTING WILL BE REQUIRED FOR SECONDARY CONTAINMENT 11 . BREAK SHARP EDGES, REMOVE BURRS.
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~-=--------'-----___ _ _,_ ___ 1. 8 GENERAL NOTES: 7 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 20 15 EDITION OF THE CONCRETE NOTES: 1. 6 5
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CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 4 CONCRETE -ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES: 3 SYMBOLS :
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2 NEW CMUWALL INTERNATIONAL BUI LDING CODE (IBC) , LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. 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
- 1. SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER IBC APPROVED ESR REPORT. = SHEAR W ALL METAL DECK SPAN DIRECTION TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPON ACI 318-08
- 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS , COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER
- 2. MATERIALS:
ADHESIVE: HILTI-HIT-HY-200 o I STEEL CO LUMN F INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS . CONTRACTOR SHALL IBC 1705.3 REQUIRED. F FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD ERECTION . DISCREPANCIES BE1WEEN SITE CONDITIONS AND THE CONSTRUCTION 2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS :
- 3. INSTALLATION:
A. INSTALL PER ESR REPORT IN CLEAN HOLES. L=:J NEW CONCRETE SLAB DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER . WORK DONE ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION AND MATERIALS . 4. DO NOT INSTALL REI NFORCEMENT OR ANC HO RS IN CONCRETE THAT IS LESS THAN 7 BRAC ED FRAME ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE. DAYS OLD.
- 3. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT ACI 302- GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO ACI 305- HOT WEATHER CONCRETING. COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED ACI 306 - COLD WEATHER CONCRETING . CONSTRUCTION INSPECTIONS AND MATERIAL TESTING . CONCRETE - EXPANSION ANCHORS NOTES : 3 UNLESS NOTED OTHERWISE , ALL CONCRETE FLAT WORK SHALL CONFORM TO THE --
- 4. THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED FOLLOWING FINISHING TOLERANCES 118"" GAP UNDER A 10"-0 " STRAIGHT EDGE 1. SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. INHERE NO DETAIL IS NOTED MEASURED AS PER ASTM E1155 : IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE OVERALL FLATNESS NUMBER . Fr,, 20 2. MATERIALS: EXPANSION ANCHOR SCHEDULE I STANDARD DETAIL FROM THOSE PROVIDED. MINIMUM LOCAL FLATNESS NUMBER. Ff>15 HILTI ANCHORS : KWIK-BOLT TZ OVERALL LEVELNESS NUMBER, F1>15 - ANCHOR HILTl KWI K BOLT TZ
- I SIMPSON STRONG BOLT I
- 5. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER MINIMUM LOCAL LEVELNESS NUMBER , Fl". 10 3. INSTALLATION:
DIAMETER SHALLOW STANDARD[ DEEP I SHALLOW STANDARD! DEEP : UNDERGROUND INTERFERENCES. CALL 1WO BUSINESS DAYS BEFORE YOU DIG AT A. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15-1994 . DRILL BIT 112' 2" 3 114" I I 2 314" 3 718" I 5" I 811 . 4, ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COM PLYING WITH 518' I 3 318" SIZE IS EQUAL TO ANCHOR DIAMETER 3 118" 4" I 5118" I 6 118" I ASTM SECTION A615 . REINFORCING STEEL \NHICH IS INDICATED ON THE PLANS AS B. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A 314" 3 314" 5" BEING WELDED SHALL COMPLY WITH ASTM A706 , AND SHALL ALSO BE DEFORMED. I I 41 18" 5 314" l 7 112" I NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR E FOUNDATION NOTES: WELDING OF REINFORCING BARS SHALL BE PER AWS D1 .4. SPECIAL INSPECTION DIAMETERS . 1" __L I l 51 14" I 9 314" I E SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2.2.1
- 4. DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
- 1. FOR SLAB ON GRADE AND FOUNDATION SUBGRADE PREPARATION THE CONTRACTOR 5. ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy;36 KSI WITH HEAVY HEX HEADED SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS. TACK WELD 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS REPORT. NUT TO ANCHOR ROD. (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
- 2. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF. 6. REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT TABLE UNLESS NOTED OTHERWISE.
ANCHOR RODS NOTES:
- 3. EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS 1WO FEET WIDER THAN FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A THREADS . UNLESS ROLL THE EXPOSED TRENCH BOTTOM TO 95 % OF MAXIMUM DRY DENSITY AS REINFORCEMENT: (MIN. COVER LISTED) NOTED OTHERWISE .
DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL. (A) CONCRETE CAST AGAI NST AND PERMANENTLY PERMANENTLY EXPOSED TO PLACE A 12' THICK LAYER OF 314" MINUS CRUSHED ROCK OVER FABRIC. EARTH : 3" 2. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS (B) CONCRETE EXPOSED TO EARTH OR WEATHER: JAMMED AT THE END EMBEDDED IN CONCRETE.
#6 THROUGH #18 BARS: 2"
#5 BAR , W31 OR D31 WIRE AND SMALLER : 1 112" 3. FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS .
8 CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HILTI HIT HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED. SPECIAL 4. A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS \NHILE PLACING INSPECTION OF ADHESIVE ANCHORS IS REQUIRED. CONCRETE.
- 9. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR SIMPSON 5. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED .
D STRONG BOLT OR ENGINEER APPROVED. STAINLESS STEEL ANCHORS SHALL BE D USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION 6. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING. ANCHORS REQUIRED. 10 REINFORCING DOWEL ADHESIVE SHALL BE HILTl HIT HY .200 ADHESIVE, OR SIMPSON STATEMENT OF SPECIAL INSPECTION NOTES: SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED.
- 1. IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE 11 . ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 314" x 45 DEGREE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED OTHERWISE PER ACI 318. BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING.
- 12. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER REMOVE CHIPS , WOOD , SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW.
PLACEMENT.
- 2. CONCRETE CONSTRUCTION : SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE
- 13. CLEAN REINFORCING OF LOOSE RUST. MILL SCALE, DIRT , OR ANY OTHER FOREIGN 1705.3 OF THE IBC. EXCEPTIONS : NO SPECIAL INSPECTION IS REQUIRED FOR THE MATERIAL. ACCURATELY POSITION , SUPPORT AND SECURE REINFORCEMENT PER FOUNDATION:J Ir THC DC:JIGN :JTRENGTI I OF Tl IE FOUNDATIONS IS BASED ON A ACI 302. COMPRESSIVE STRENGTH OF 2500 PSI.
- 14. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF 3. SEISMIC RESISTANCE : SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SECTION 1705 .11 OF THE IBC AND AISC 341.
SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD C SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING. 4. POST INSTALLED ANCHORS SPECIAL INSPECTION SHALL BE PER THE ANCHORS C ASSOCIATED ICC-ES ESR.
- 15. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS , CONTRACTOR SHALL USE CONSTRUCTION JOINTS. AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER.
- 16. UNLESS NOTED OTHERWISE , REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.
- 17. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR . MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE . PATCHING SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED.
- 18. PROVIDE (1) 2'-0" LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES , OR SLAB THICKNESS CHANGES IN THE TOP 113 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. u._
0 B 20 . AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS. SLABS MUST BE SEALED WITH CURING COMPOUND OR 'WATER CURED".
/' 0 PRELIMINARY OR PERMIT SET.
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- 2. SEE VFS-EPM-O00-DWG-S-201 FOR NOTES , ABBREVIATIONS AND F SCHEDULE.
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