ML21076A486
| ML21076A486 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 02/26/2021 |
| From: | Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services |
| To: | Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4 |
| Shared Package | |
| ML21076A479 | List:
|
| References | |
| Download: ML21076A486 (66) | |
Text
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A OWGNO TITLE REF NUMBER REFERENCES TITLE F VFS-EPM-000-DWG-P-500 i5 DRAWING TRACEAB ILITY LIST NEXT USED ON REVISIONS NONE 51-!EET 1 " 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES: CONCRETE NOTES CONCRETE - ADHESIVE ANCHORED REINFORCEMENT AND THREADED RODS NOTES:
- 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE 1. CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 12 IN ADDITION TO THE STANDARDS OUTLINED IN THE MANUAL FOR STEEL INTERNATIONAL BUILDING CODE (IBC) , LOCAL RULES AND STANDARDS OF 28 DAYS WITH A WATER TO CEMENT RATIO OF 0.45. ALL OTHER CONCRETE SHALL CONSTRUCTION , THE FOLLOWING T OLERANCES MUST ALSO BE FOLLOWED , AS
- 1. SPECIAL INSPECTION IS REQUIRED ANO SHALL BE PER IBC APPROVED ESR REPORT.
GOVERNING AGENCIES HAVING JURISDICTION. HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH A WATER OUTLINED IN AISC TECHNICAL REPORT NO. 13 ; SWEEP IS NOT TO EXCEED 114" IN A 50 TO CEMENT RATIO OF 0.5. CONCRETE DESIGN IS BASED UPONACI 318-08 FOOT BEAM LENGTH , CAMBER IS NOT TO VARY FROM THE CAMBER GIVEN ON THE
- 2. MATERIALS
- 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS , COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER DRAWING BY MORE THAN 114" IN A 50 FOOT BEAM , SQUARENESS IS TO BE WITHIN 18 ADHESIVE : HILTI-HIT-HY-200 F INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS . CONTR ACTOR SHALL IBC 1705.3 REQUIRED. INCHES OF EACH GIRDER END , THE FLANGE SHALL BE FREE OF CURVATURE AND NORMAL TO THE GIRDER WEB.
F FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND/OR FIELD 3. INSTALLATION: ERECTION . DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION 2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: A. INSTALL PER ESR REPORT IN CLEAN HOLES. DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER . WORK DONE ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FDR CONCRETE 13. COLUMN BASE PLATES SHALL BE WITHIN 1116 IN OF THEORETICAL ELEVATION AND BE WITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION AND MATERIALS . LEVEL WITHIN 0.01 INCHES ACROSS THE PLATE LENGTH OR WIDTH.
- 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE. DAYS OLD.
- 3. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT ACI 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. 14. PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE OR PER PLANT STANDARDS.
INSPECTION AND TESTING AGENCY HIRED BY THE OWNER . CONTRACTOR TO ACI 305 - HOT WEATHER CONCRETING. COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED ACI 306 - COLD WEATHER CONCRETING. CONSTRUCTION INSPECTIONS AND MATERIAL TESTING . CONCRETE - EXPANSION ANCHORS NOTES STAINLESS STEEL NOTES:
- 3. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE
- 4. ELEVATIONS ON THE STRUCTURAL DRAWINGS REFERENCE THE FINISHED FLOOR FOLLOWING FINISHING TOLERANCES 118" GAP UNDER A 10'-0" STRAIGHT EDGE 1. SPECIAL INSPECTION IS REQUIRED AND SHALL BE PER ICC ESR 1917.
- 1. STAINLESS STEEL TUBES (HSS) SHALL BE TYPE 304 STAINLESS STEEL. STAINLESS ELEVATION , ASSIGNED THE DATUM 0'-0". MEASURED AS PER ASTM E1155 :
STEEL PLATE SHALL BE TYPE 304/304L CONFORMING TO ASTM A240 OR EQUAL. OVERALL FLATNESS NUMBER , Ff>20 2. MATERIALS :
- 5. THE DIMENSIONS , LOCATIONS , AND ELEVATIONS OF ANY EXISTING STRUCTURES MINIMUM LOCAL FLATNESS NUMBER, Ff>15 HILTl ANCHORS: KWIK-BOLT TZ
- 2. ALL WELDING OF STAINLESS STEEL SHALL BE DONE BY AWS CERTIFIED WELDERS WHICH RELATE TO OR INFLUENCES NEW CONSTRUCTION SHALL BE VERIFIED BY OVERALL LEVELNESS NUMBER, F1>15 -
AND SHALL CONFORM TO AWS 01.6 :2007, WITH APPROPRIATE STAINLESS STEEL FIELD MEASUREMENT BY THE CONTRACTOR PRIOR TO PREPARATION AND MINIMUM LOCAL LEVELNESS NUMBER , Fl~10 3. INSTALLATION: ELECTRODES. SUBMISSION OF CHECKED SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR A. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI 8212.15-1994. DRILL BIT REVIEW. 4. ALL SAWN CONTROL JOINTS ARE TO BE CUT WITHIN 12 HOURS AFTER THE FLOOR SIZE IS EQUAL TO ANCHOR DIAMETER. SLAB IS POURED, SUCH THAT NO SURFACE DEFECTS ARE MADE FROM FLOOR B. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A
- 6. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE TRAFFIC AS PER ACI 302. NYLON BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR ANCHOR RODS NOTES:
E CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DIAMETERS . E
- 5. ALL CONCRETE FLOORS ARE TO BE WET CURED FOR 7 DAYS IMMEDIATELY A FTER 1 ANCHOR RODS SHALL BE ASTM F 1554 GRADE 36 WITH CLASS 1A THREADS, UNLESS
- 7. THIS BUILDING SHALL BE CONSTRUCTED USING THE STANDARD DETAILS CONTAINED PLACEMENT , AS PER THE RECOMMENDATIONS OF ACI 302 , UNLESS NOTED 4. 00 NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD.
NOTED OTHERWISE. WITHIN THIS DRAWING SET UNLESS NOTED OTHERWISE. WHERE NO DETAIL IS NOTED OTHERWISE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS
- 2. FURNISH ANCHOR RODS PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS STANDARD DETAIL FROM THOSE PROVIDED. 6. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH (PER ASTM 8-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS.
JAMMED AT THE END EMBEDDED IN CONCRETE. ASTM SECTION A615. REINFORCING STEEL WHICH IS INDICATED ON THE PLANS AS
- 8. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER BEING WELDED SHALL COMPLY WITH ASTM A706, AND SHALL ALSO BE DEFORMED.
UNDERGROUND INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT WELDING OF REI NFORCING BARS SHALL BE PER AWS D1 .4 . SPECIAL INSPECTION STEEL NOTES: 3. FURNISH HARDENED PLATE WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. 811. SHALL BE PREPARED PER AWS D1.1 AND IBC 1705.2 .2 .1
- 1. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM
- 4. A RIGID TEMPLATE SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING
- 9. FOUNDATION DESIGN REACTIONS AND FINA L COLUMN LOCATIONS ARE 7. ANCHOR RODS SHALL CONFORM TO ASTM F1554 Fy=36 KSI WITH HEAVY HEX HEADED SPECIFICATI ONS:
CONCRETE. BASED UPON PRE-ENGINEERED METAL BUILDING CALCULATIONS. ALL BUILDING END OR THREADED WITH NUT UNLESS NOTED OTHERWISE ON PLANS . TACK WELD A. A LL W & WT SHAPES SHALL CONFORM TO A992 (50 KSI) MODIFICATIONS PRIOR TO CONSTRUCTION MUST BE REVIEWED BY MANUFACTURER NUT TO ANCHOR ROD. B. ALL PLATES , CHANNELS , ANGLES , BARS AND FLATS SHALL CONFORM TO A36 (36
- 5. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
AND ENGINEER OF RECORD. KSI)
- 8. REINFORCEMENT LAP HOOKS, ETC. ; SHALL BE PER THE REINFORCEMENT TABLE ON C. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500 , GRADE B
- 6. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED BY BURNING.
- 10. CONTRACTOR SHALL PROVIDE "UFER" GROUND CONNECTIONS TO BUILDING STEEL, VFS-EPM--OOO-DWG-S-10 1-2 UNLESS NOTED OTHERWISE. (46 KSI) (46 KSI FOR SHAPED & 42 KSI FOR ROUND)
EQUIPMENT, AND MAIN GROUNDING ELECTRODE GROUND BAR, REFER TO D. ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI) ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR COORDINATE INSTALLATION WITH BUILDING FOUNDATION CONTRACTOR. REINFORCEMENT: (MIN. COVER LISTED) 2. ALL DETAILING , FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY COLD-FORMED STEEL NOTES: (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN
- 11. DESIGN CRITERIA (PER 2015 IBC AND ASCE 7-10) (B) CONCRETE EXPOSED TO EARTH OR WEATHER SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS , AND THE AISC REPORT NO. 13. 1. ALL COLD FORMED STEEL MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI.
D VERTICAL LOADS:
/If, THROUGH #18 BARS : 2"
#5 BAR, W31 OR D3 1 WIRE AND SMALLER : 1 112" 3. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH D
- 2. METAL STUDS SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS WITH (2) #10 SEE LOADING PLAN SHEETS FOR UNIFORM DEAD LOADS, UNIFORM LIVE LOADS , (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BOLTS (A325) UNLESS OTHERWISE NOTED ON THE DRAWING. THE MINIMUM NUMBER SCREWS. METAL STUD MEMBERS IN CONTINUOUS CONTACT SHALL BE CONNECTED UNIFORM SNOW LOADS , DRIFT SNOW LOADS , AND COMPONENT WIND UPLIFT SLABS , WALLS , JOISTS OF BOLTS PER CONNECTION SHALL BE TWO (2) . BOLTED CONNECTIONS SHALL BE WITH #10 SCREWS AT 12" CIC MINIMUM , FY = 33 KSI.
LOADS. # 14AND 18 BARS : 1 112" "SNUG TIGHT" WITH SPECIAL INSPECTION PERIODIC MONITORING PER IBC 1705.2. A . DEAD LOADS: # 11 BAR AND SMALLER: 3/4" CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR 3. CONTRACTOR SHALL SUBMIT A SET OF MANUFACTURER'S RECOMMENDED ROOF (FLAT) 10 PSF + FRAMING WEIGHT BEAMS, COLUMNS PLANE. UNLESS NOTED OTHERWISE, ALL CONNECTIONS ARE TO BE STANDARD , INSTALLATION PROCEDURES FOR METAL STUD FRAMING FOR APPROVAL. DESIGN COLLATERAL 10 PSF PRIMARY REINFORCEMENT, TIES , STIRRUPS , SPIRALS 1112" SIMPLE SHEAR FRAMED CONNECTIONS WITH A SHEAR CAPACITY OF AT LEAST 50% OF DOCUMENTS ALONG WITH THE APPROVED INSTALLATION PROCEDURES SHALL BE 8 . LIVE LOADS (IBC 1607): THE TOTAL CAPACITY OF THE MEMBER. IF MEMBER FRAMING CONNECTIONS ARE NOT SHELLS , FOLDED PLATE MEMBERS THE BASIS FOR ACCEPTANCE OF METAL STUD FRAMING. ROOF LIVE LOAD 20 PSF /If, BAR AND LARGER : 3/4" SPECIFICALLY DESIGNED AND DETAILED ON THE CONTRACT DRAWINGS BY THE M EZZANINE 60 PSF #5 BAR, W31 OR D31 WIRE, AND SMALLER 112" ENGINEER OF RECORD , THE FABRICATOR IS ALLOWED TO SELECT CONNECTION 4. BOTTOM TRACK AT NON-SHEARWALLS SHALL BE CONNECTED TO CONCRETE C. SNOW LOADS (IBC 1608) : TYPES WHEN PREPARING SHOP DRAWINGS. THE FABRIC ATOR'S DETAILERS AND FOUN DATION OR FLOORS WITH POWER ACTUATED FASTENERS AT 12" CIC. POWER GROUND SNOW LOAD Pg=15 PSF 10. CONCRETE ADHESIVE ANCHORS SHALL USE A36 ALL-THREAD ROD WITH HIL Tl HIT CHECKERS MAY DETERMINE THE APPROPRIATE CONNECTION EITHER BY SIMPLE ACTUATED FASTENERS SHALL BE HILTI X-U WITH 1" EMBEDMENT OR SIMPSON PDPH UNIFORM ROOF SNOW LOAD Pm=20 PSF HY.200 ADHESIVE OR SIMPSON SET ADHESIVE, OR ENGINEER APPROVED EQUAL. CALCULATION OR BY SELECTION FROM TABLES SHOWN IN A.I .S.C. PUBLICATIONS. WITH 1" EMBEDMENT. ALL WELDS SHALL BE TOUCHED UP WITH ZINC-RICH PAINT. SPECIAL INSPECTION OF ADHESIVE ANCHORS IS REQUIRED . THESE CONNECTIONS SHALL BE INDICATED AS FABRICATOR SELECTED O N THE SHOP METAL STUDS AND TOP AND BOTTOM TRACK OF FASTENERS AT SHEAR WALLS SHA LL D. SNOW EXPOSURE FACTOR: Ce=1 .0 DRAWINGS AND APPROVED BY ENGINEER OF RECORD PRIOR TO FABRICATION. BE PER PROVIDED SHEAR WALL SCHEDULE. ATTACHMENT OF STUDS OR TRACK TO SNOW LOAD IMPORTANCE FACTOR: 1s=1.0 11. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOL I IL OR SIMf'SUN ADJACENT STRUCTURE SHALL BE PER PROVIDED DETAILS. THERMAL FACTOR Ct= 1.0 STRONG BOLT OR ENGINEER APPROVED EQUAL. STAINLESS STEEL ANCHORS SHALL 4 ERECTION AND FABRICATIO N SHOP DRAWINGS FOR STRUCTURAL STEEL WILL BE BE USED AT ALL EXTERIOR APPLICATIONS. SPECIAL INSPECTION OF EXPANSION REVIEWED BY THE ENGINEER OF RECORD PRIOR TO COMMENCING FABRICATION. 5. UNLESS NOTED OTHERWISE, ALL HEADERS FOR OPENINGS UP TO 4'-0" WIDE SHALL BE LATERAL LOADS : ANCHORS REQUIRED. ALL DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO BEING HDR1 PER THE PROVIDED SCHEDULE. ALL OTHER COLD FORMED STEEL HEADERS SUBMITTED FOR THE ENGINEER OF RECORD'S REVIEW. SHALL BE PER THE PROVIDED SCHEDULE AS NOTED ON THE DESIGN DRAWINGS. A WINn nFslr.N I nAn nATA* (PER ASr.E 7-1n AN n IRr. ?0 1~) 12. REINFORCING DOWE L ADHESIVF SHAI I RF HII Tl HIT HY ?00 AnHFSIVF . OR SIMPSON C VELOCITY (3-SEC .-GUST) EXPOSURE V = 115 MPH C SET-XP ADHESIVE. SPECIAL INSPECTION OF ADHESIVE DOWELS IS REQUIRED. 5. BOLT HOLES SHALL BE BOLT DIAMETER+ 1/16". BOLT END AND EDGE DISTANCES AND BOLT LENGTHS SHALL BE PER AISC SPECIFICATION 360 , SECTION J3.3 AND J3.4,
- 6. SPLICE ALL TOP LIGHT GAUGE TRACKS PER TYPICAL STEEL TRACK SPLICE DETAIL.
SPLICES IN FRAMING COMPONENTS , OTHER THAN TOP TRACKS, SHALL NOT BE C RISK CATEGORY II 13. ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 314" x 45 DEGREE UNLESS NOTED OTHERWISE . BASE PLATE BOLT HOLES MAY BE OVERSIZED BY 1/8". PERMITTED. INTERNAL PRESSURE COEFFICIENT +/-0.18 CHAMFER, OR SCRIBED WI TH A CONCAVE TOOLING DEVICE UNLESS NOTED
- 8. SEISMIC DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) OTHERWISE PER ACI 318. 6. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS 7. ALL STEEL WALL STUDS SHALL BE 600S 162-33 OR 600S162-43 , UN LESS NOTED RISK CATEGORY II AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED OTHERWISE .
IMPORTANCE FACTOR 1.00 14. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. WELDERS AND SHALL CONFORM TO AWS 01 .1 :20 10. WELDERS PERFORMING THE RHO (N-S) 1 .0 REMOVE CHIPS , WOOD , SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE WORK SHALL HAVE BEEN RE-TESTED WITHIN 6 MONTHS PRIOR TO THE START OF 8. ALL STUDS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND RHO (E-W) 1.0 PLACEMENT. STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX SPACING SHOWN ON THE DRAWINGS WITH 1 518" FLANGES , UNLESS NOTED MAPPED SPECTRAL RESPONSE ACCELERATIONS: LOW HYDROGEN ELECTRODES. WELDING FOR ATTACHING STEEL DECKING MAY BE
*=
S1 =
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0.070
- 15. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION , SUPPORT AND SECURE REINFORCEMENT PER MADE WITH E60 ELECTRODES . ALL WELDS SHALL BE SPECIAL INSPECTED PER IBC 1705.2 AND AWS 101.1. 9.
OTHERWISE. STEEL STUD DESIGNATIONS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION SEISMIC SITE CLASS D ACI 302 . (SSMA) DESIGNATIONS FROM ICC ESR-3064P . DESIGN SPECTRAL RESPONSE COEFFICIENTS : 7. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE Sds = 0.238 16. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF 10. ALL METAL STUD FRAMING MEMBERS SHALL BE ZINC COATED AND BEAR PROPER Sd1 = 0.11 PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5" PRIOR TO SHOP AND FIELD WELDING. IDENTIFICATION MARKINGS IN ACCORDANCE WITH SSMA STANDARDS . SEISMIC DESIGN CATEGORY C SUPERPLASTICIZER. ADDITION OF WATER TO READY-MIX CONCRETE IN THE FIELD SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MO DIFICATION FACTOR: SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING . 8. ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL SPECIAL STEEL MOMENT FRAME SPECIAL STEEL CONCENTRICALLY BRACED FRAMES R= 8.0 R= 6.0
- 17. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE. IF THE POUR IS TO BE DISCONTINUOUS , CONTRACTOR 9.
HAVE 3116" CAP PLATES AND SEAL WELDS ALL ROUND. WELDED STEEL GRATING SHALL HAVE 1 1/4" x 3116" BEARING BARS AT 1 3/16" C/C WITH f N SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED CROSS BARS AT 4" CIC. BEARING BARS SHALL CONFORM TO ASTM A-569. GRATING u. 0 SEISMIC RESPONSE COEFFICIENT BY THE ENGINEER. LIMITS ARE TO BE THE CENTER LINE OF WIDE FLANGE MEMBERS, OR EDGE OF B Cs 0.139 CHANNEL MEMBERS UNLESS NOTED OTHERWISE. WELD GRATING TO SUPPORTING DESIGN BASED SHEAR 0.139W 18. UNLESS NOTED OTHERWISE , REINFORCING IS NOT TO EXTEND THROUGH MEMBERS EVERY 6TH BAR WITH 3116" x 2" LONG FILLET WELDS . 4 WELDS PER PANEL CONSTRUCTION JOINTS OF FLOOR SLABS-ON-GRADE.
/
MINIMUM. ANALYSIS PROCEDURE: PRELIMINARY OR PERMIT SET. EQUIVALENT LATERAL FORCE PER ASCE 7-10 , 12.8 19. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES , MINOR HONEYCOMBING AND 10. HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE-APPROVED OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR . MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING BY THE ENGINEER OF RECORD . NOT FOR CONSTRUCTION, FOUNDATION NOTES: SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED. 11 . THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 318 INCH. RECORDING PURPOSES OR IMPLEMENTATION
- 1. FOR SLAB ON GRADE AND FOUNDATION SUBGRAOE PREPARATION THE CONTRACTOR 20. PROVIDE (1) 2'-0" LONG #4 REBAR AT ALL RE-ENTRANT CORNERS FOR SLABS, PITS, RECESSES, OR SLAB THICKNESS CHANGES IN THE TOP 1/3 OF THE SLAB-ON-GRADE.
SHALL REFERENCE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT.
- 21. GROUT MATERIAL FOR BASE PLATES, SLEEVES , AND EMBEDDED STEEL SHALL BE (i) VE O l IA VEOLIA NONMETALLIC , NON-SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107. NUCLEAR SOLUTIONS - FEDERAL SERVICES
- 2. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 2,000 PSF.
295 Bradley Blvd . Suite 300
- 22. REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER Richland , WA 99352
- 3. EXCAVATE FOOTING TRENCHES AND AREA BELOW SLABS TWO FEET WIDER THAN BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT www.nuclearsolutions.veolia.com i FOOTING WIDTH AND ONE FOOT DEEPER THAN DESIGN FOOTING GRADE. PROOF C)
CONFORMS TO ACI 318-11 , CLASS "8" SPLICES. T'HE DOCU MENT , DATA.ANO NFORl'ATION CONT...... EO lHERfN A/If CON FI DENTIA L ANO PIIOPRlfTARVTO KURl:JN . N C. NE"1-1ER TH~ OOCUll!ENT NOR A>l'/ OATAOll I ROLL THE EXPOSED TRENCH BOTTOM TO 95% OF MAXIMUM DRY DENSITY AS IN f ORWITIO'l THEIUIN llA'f 5E PKOIJUCEO. USED, RELEASED OK OISClOSEO. INWHO LE OR IN PAK T, WIIBOU T lHf EJIPRESSE WIIITTEN CONSENT OF KURK>! , INC ~ DETERMINED BY ASTM D-1557. PLACE MIRAFI 500X ON COMPACTED NATIVE SOIL.
- 23. EMBEDDED ANGLES CONFORM TO ASTM A36 OR EQUAL. NAME PLACE A 12" THICK LAYER OF 3/4' MINUS CRUSHED ROCK OVER FABRIC. ID"-T~ PANV CIMARRON A 24. AVOID HOT AND WINDY CONDITIONS FOR CURING SLABS . SLABS MUST BE SEALED 1i<'iENHOLZ I'"""".......--
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~--+--------------,-------------,-----------------,------L---=:..::..c=:....:..:..::_:.::..:::..c~;_;:;_:_'-r-----'-'-.:;_;_.:....;_;:_:__;__ I DRAWING TRACEABILITY LIST I NEXT USED ON _ _ _ _ _ _----,---'-"'"-"-------------,----------~--,-~----~------i-REVISIONS 1/ I""' NONE [eo, f SHEET 1 " 2 i a I 1 I 6 I 5 t 4 I 3 I I 2 I 1 I I
I i I 8 COLD-FORMED STEEL NOTES : (CONTINUED) 11. I 7 LENGTH OF UNTHREADED "DRILLING" PORTION OF SELF-DRILLING SCREWS USED ABBREVIATIONS 6 I 5
' 4 SYMBOLS:
=
3 I I 2 EXPANSION ANCHOR SCHEDULE
---------i 1 I WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF CONNECTED MATERIALS. IN ADDITION, A MINIMUM OF THREE FULL SCREW THREADS SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
AB ACI ANCHOR BOLT AMERICAN CONCRETE INSTITUTE KSI L KIPS PER SQUARE INCH ANG LE r==:--
~--
NEWCMUWALL SHEAR WALL METAL DECK SPA N DIR ECTION 1 1 i ANCHOR I DIAMETER 1/2" - f 2" HILTl KWlK BOLT TZ HALLOW STANDARD 3 114" - DEEP I SIMPSON STRONG BOLT SHALLOW STANDARD 2 3/4" 3 7/8" DEEP 5"
- 12. ALL STRUCTURAL MEMBERS SHALL BE INSTALLED IN ACCORDANCE WITH AMERICAN AFF ABOVE FINISH FLOOR LB POUND ; POUNDS 0 I STEEL COLUMN I 5/8" I 31 18" 4" 3 3/8" 5 1/8" 6 1/8" l AIS C AMERICAN INSTITUTE OF STEEL LF LINEAR FOOT 3/4" I 3 3/4" 5" 41 /8" 5 3/4" 7 1/2" I F IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. CONSTRUCTION LL DOUBLE ANGLE t *:* **.
- 1 NEW CONCRETE SLAB i 1" I : 5 1/4" 9 3/4" I F
ALT ALTERNATE LLH LONG LEG HORIZONTAL 13 . ALL META L STUDS SHALL BE FORMED FRO M CORROSIO N-RESISTANT STEEL, ;-(UP)~... AR ANCHOR ROD LLV LONG LEG VERTICAL CORRESPONDING TO THE REQUIREMENTS OF ASTM C955 , WITH A MINIMUM YIELD < BRACED FRAME STRENGTH OF 33 KSI FOR STUDS AND TRAC KS, UNLESS OTHERWISE NOTED . ASTM AMERICAN SOCIETY FOR TEST ING MAX MAXIMUM -(D'.\/)">
- 14. ALL METAL STUDS AND TRACKS SHALL BE ZINC COATED MEETING ASTM A653 , G-60 , AND MATERIALS MFR MANUFACTURER OR EQUIVALENT . AWS AMERICAN WELDING SOCIETY MIN MINI MUM
-- 15. PREFABRICATED PANELS SHALL BE SQUARE, WITH CO MPONENTS ATTACHED IN A BM BEAM MISC MISCELLANEOUS --
MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND BOB BOTTOM OF BEAM N NORTH TRANSPORTING . BOBP BOTTOM OF BASE PLATE N-S NORTH-SOUTH
- 16. ALL FRAMING COMPONENTS SHALL BE CUT SQUARE FOR ATTACHMENT TO BOD BOTTOM OF DECK NS NEAR SIDE PERPENDICULAR MEMBERS OR , AS REQUIRED , FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS . BOF BOTTOM OF FOOTING NTS NOTTO SCALE BP# BASE PLATE NUMBER OPP OPPOSITE HAND
- 17. A LL FRAMING COMPONENTS SHALL BE PLU MBED , ALIGNED AND LEVELED .
CIC CENTER TO CENTER OV S OVERSIZE
- 18. TEMPORARY BRACING , WHERE REQUIRED , SHALL BE PROVIDED UNTIL ERECTION IS CIP CAST-IN-PLACE OWJ OPEN WEB JOIST E COMPLETE.
p E CJ CONSTRUCTION JOINT PRESSURE
- 19. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE CL CLEARANCE PAF POWER ACTUATED FASTENER BOTTOM RUNNER.
CLR CLEAR PCF PER CUBIC FOOT
- 20. WHERE SUB-FLOORS OR DECKING DO NOT PROVIDE LATERAL SUPPORT , FLOOR JOISTS MUST BE BRACED AT A LL BEARING POINTS AND AT INTERVALS \M THIN SPA NS.
coc CENTER LINE OF COLUMN PEMB PRE-ENGINEERED METAL BUILDING FOR JOISTS IN CONTINUOUS SPAN CONDITIONS, PORTIONS OF THE BOTTOM FLANGES COL COLUMN PERP PERPENDICULAR ARE IN COMPRESSION AND MUST BE LATERALLY BRACED , BASED ON DESIGN CONG CONCRETE PL PLATE REQUIREMENTS, BETWEEN SOLID BLOCKING. CONN CONNECTION PLF PER LINEAR FOOT
- 21. METAL ST UD SHEAR WALLS SHALL BE CONSTRUCTED \MTH 1/2" APA STRUCTURAL 1 CONTINUOUS pp PANEL POINT CONT RATED PLYWOOD PLACED WITH THE LONG DIMENSION PERPENDICULAR TO STUDS.
FASTEN SHEATHING WITH NO.8 SELF-DRILLING FLAT OR WAFER HEAD SCREWS AT 6" COTF CLEAN OUT TO FLOOR PREFAB PREFABRICATED CIC AT ALL PANEL EDGES AND BLOCKING LINES A ND 12" CIC AT STUDS IN PANEL PSF POUNDS PER SQUARE FOOT CTR C ENTER FIELD. PANEL EDGES MAY BE BLOCKED WITH 1 1/2" X 33 MIL CONTINUOUS STRAP WITH (1) NO. 8 AT EACH STUD. CP CO NTRO L POINT PSI POUNDS PER SQUARE INCH DB DOUBLE PT POINT
- 22. LENGT H UNTHREADED "DRILLING " PORTION OF SELF-DRILLING SCREWS USED WITH METAL STUD FRAMING SHALL BE GREATER THAN THE COMBINED THICKNESS OF DET DETAIL R RADIUS CONNECTED MATERIALS. IN ADDITION , A MINIMUM OF THREE FULL SCREW THREADS REF REFERENCE DIA DIAMETER SHALL BE EXPOSED ON SCREWS INSTALLED IN METAL STUD FRAMING MEMBERS.
D DIAG DIAGONAL REINF REINFORCEMENT; REINFORCING D STATEMENT OF SPECIAL INSPECTION NOTES DICA DRILLED IN CONC RETE ANCHOR REQD REQUIRED DIM DIMENSION SC SCALE
- 1. IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704, THE DJ DUMMY JOINT SCJ SAWN CONTROL JOINT OWNER SHALL EMPLOY ONE DR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION O N THE TYPES OF WORK AND AS SPECIFIED DL DEAD LOAD SECT SECTION BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING ON DOWN SIM SIMILAR AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTI NG .
- 2.
3. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW. WELDING OF CONSTRUCTION OTHER THAN STRUCT URAL STEEL: SPECIAL INSPECTION PER TABLE 1705 .2.2 O F THE IBC. STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705 .2 OF THE IBC AND AISC 360 AND AISC341 . DSL OWL (E) EA EF DRIFT SNOW LOAD DOWEL EXISTING EACH EACH FACE SJ SL SOG STD SPEC STEEL JOIST SNOW LOAD SLAB ON GRADE STANDARD SPECIFICATION
~
EJ EXPANSION JOINT SQ SQUARE
- 4. CONCRETE CONSTRUCTION : SPECIAL INSPECTION PER SECTION 1705.3 AND TABLE ELOR ELEV ELEVATION SSL STAINLESS STEEL 1705.3 OF THE IBC. EXCEPTIONS: NO SPECIAL INS PECTION IS REQUIRED FOR THE EMBED EMBEDMENT STIFF STIFFENER FOUNDATIONS IF THE DESIGN STRENGTH OF THE FOUNDATIONS IS BASED ON A COMPRESSIVE STRENGTH OF 2600 PSI. EQ SP EQUALLY SPACED STL STEEL C 5. SEISMIC RESISTANCE SPECIAL INSPECTION FOR SEISMIC RESISTANCE SHALL BE PER EW EACH WAY STRUC STRUCTURAL C SECTION 1705.11 OF THE IBC AND AISC 341 . FD FLOOR DRAIN T&B TOP AND BOTTOM
- 6. FON FOUNDATION TEMP TEMPORARY POST INSTA LLED ANCHORS: SPECIAL INSPECTION SHALL BE PER THE ANCHORS ASSOCIATED ICC-ES ESR . FF FINISH FLOOR TOC TOP OF CONCRETE FIN FINISHED TOD T OP OF DECK FL FLOOR TOF TOP OF FOOTING METAL BUILDING NOTES :
FOS FACE OF STUD TOS TOP OF STEEL
- 1. INSTALL PRE-ENGINEERED METAL BUILDING PER MANUFACTURER. FOW FACE OF WALL TOSW TOP OF STEM WALL
- ~ -
FS FLOOR SINK TOT TOP OF TRAC K FT FOOT; FEET TYP TYPICAL FT# FOOT TYPE - NUMBER UNO UNLESS NOTED OTHERWISE FTG FOOTING VERT VERTICAL >a, GB GYPSUM BOARD w WIDE: WIDTH ,1l H HIGH WI WITH u.. 0 HP HIGH POINT WIO \MTHOUT N B I HSS HOLLOW STRUCTURAL SECTION WF WIDE FLANGE I
~
ICBO INTERNATIONAL COUNCIL OF WP WORK POINT
/ '\ 0 BUILDING OFFICIALS WUL \MND UPLIFT LOAD PRELIMINARY OR PERMIT SET.
IN INCH ; INCHES ~ NOT FOR CONSTRUCTION , 'i: INT INTERIOR
~
JB JOIST BEARING RECORDING PURPOSES OR IMPLEMENTATION 9 JST JOIST '- ./ fu
- JT JOINT ~~
K KIP: KIPS VEOLIA NUCLEAR SOLU TIONS - FEDERAL SER VICES (i)veOLIA 295 Bradley Blvd. Su~e 300 Richland , WA 99352 www.nuclearsolutions .veolia .com
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CIMARRON A ~K"iENHOLZ ENGIITTR PU MP AND TREAT SYSTEM PROJECT A D NELSO N SMOoRE "___....-;;;;,., WESTERN AREA TREATMENT 1 l'E°Llovo ~ SFS FACILITY STRUCTURAL I I ----
.....------ NOTES AND ABBREVIATIONS I REF NUMBER I TITLE I~'\" "" I "I
DESC RI PTION ENGR / / . / Fl~'"" VFS-EPM-000-DWG-S-101 '§ I-------- DESl3NAVTI10Rff'r DWGNO I TITLE REFERENCES
"" / / CO~PAl>IY I DR AWING TR AC EABI LITY UST NEXT USED ON ','K\1 REVISIONS / se..o.,e NONE i eor I SHE ET 2 o, 2 I
II 8 I 7 6 I 5 t 4 I 3 2 I 1 I
8 7 6 5 4 3 2 NOTES : ( 1) ( 2 J (4 ) ( 5 )
*y 1. SEE VFS-EPM -000-DWG-S-101 FOR NOTES , ABBREVIATIONS AND i 115'-0" SC HEDULE.
- 2. FIELD LOCATE HOUSEKEEPING PADS. SEE SECTION G ON
*- ---~2~ "
3*~ _____,._ __~ 2~3_'-0~" - - ------- - - =23'-0" - - - - -~ 23'--0" VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT . F ~ ~ ~ SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR F _J i _J I l_ I L. ELEVATION . LI ~- 1 FT2-55 7Jl"Uw' I FT1 - ~ r wL FT1 -ssl J ! V ; m -ss7 fl I FT2-55] s 1 SEE VFS -EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE. 1 FT1 -55/ \ I ' 11 LOCATE PIPE SUPPORTS PER GENERAL ARRANGEMENT DRAWING SEE I1 1, ~ , , _
~
/_ \ 1 o'\.. ______/ \
S-115-3_/' I (~ S- 115-3f ___1~f---~+------+--------.1l I 1 I VFS-EPM-000-DWG-S-1 15 SHEET 4 FOR PIPE SUPPORT. 11 S-115-3_/' #4HAIR PIN WITH j SEE SHEET 3 FOR TRENCH AND SUMP LOCATIONS, AND SLOPE OF SLAB.
~~ 10'-0" LONG LEGS TYP@ ~ 1 Y I _j l l i1.:.!Q10 4 - I #5 f AIRPIN - Fp_:.10J.Q] L ---1 FOOTING SCHEDULE I I S-1 15-1 1
( B } - - ,- f-- -- l _ ~ . ~:::; 2=----- ~ - - - _ ~ ~== - - - ~-~~ ~=t== --~=~+=-=..§:__~ ~=-=:= __'1 ~ J --(s ' KEY
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- I "
- ,_ I LAI!' SPLICE - -' ' S-115-3 L w T ITOF, UNO I EQ SPEW A B
~ 5' .,...,.-----
- j SAW CUT CONTROL JOINTS, SEAL , *1 11 FT1-55 5'-0" 5'-0" 2'-0" I (-)2'-0" ' (6) #5 , TOP & BOTTOM 0'-9" 1'-0" 1'-3" : - I DETAIL 3/S-115 SHEET 1 (END COLUMNS)
J j 11 1 1'-0" 1'-0" 1'-0" , 1'--0" DETAIL 2/S-115 SHEET 1 (CORNER COLUMNS) N 1111 ~ i- TYPSEES-101 , CONCRETENOTE4 I 7'-0"TYP 1_1: FT2-55 5'-0" 5'-0" 2'-0" I (-)2'-0" (6) #5 , TOP & BOTTOM 1 E ' I I - -------1 FT1-66 6'-6" 6'-6" 2*-0" t (-)2'-0" (7) #5 , TOP & BOTTOM i 0'-9" 1'-0" 1'-3" DETAIL 3/S-115 SHEET 1 (END COLUMNS) E FT2-66 6'-0" 6'-0" 2'-0" (-)2'-0" (7) #5 , TOP & BOTTOM 1"::(l"_ 1'-0" 1'-0" , 1'-0"~ ETAIL 2/S-115 SHEET 1 (CORNER COLUMNS) I 1 1 FTl-1010 10'-0" 10'-0" 2*--0" I (-)2'-0" (1 1) #5, TOP & BOTTOM 0'-9" 1'-0" 1'~
- DETAIL 1/S-115SHEET 1 r c >------
BOLTDIA I A : B 112" . 6" 2"
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< §;.," THREADED ROD WITH 1118" 16" , 3"
[ 1 114" 1 1/2" I 18" 20" 3" 3" D D ANCHOR BOLT DETAIL SCALE: NONE NOTE:
- 1. ANCHOR RODS SHALL BE ASTM F 1554 GRADE 36.
(6) T 7'-1 314" 5'-6 314" 6'-6 3/4" , 3'-11 314" , 13'-3 112" C C u. 0 B I U) 0
~
i I SCALE: 114" = 1'-0" o* 2* 4' 8' 12* 114" =1'-0" ~ - - - - - - - SCALE FEET r----------------- ---------1> (..... _4_.,. ) ( 5) (_ 6 ) A WATF FOUNDATION - PLAN WESTERN AREA TREATMENT SCALE: 118" = 1*-0* FACILITY STRUCTURAL 0' 4' 8' 16' 24" 118" = 1'-0" ~ FOUNDATION PLAN SCALE FEET TITLE REF NUMBER DWGNO TITLE REFERENCES F VFS-EPM-000-DWG-S-110 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SHOWN Im 0, 3 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES:
- 1. SEE VFS-EPM-000-D\NG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
- 2. FIELD LOCATE HOUSEKEEPING PADS . SEE SECTION G ON 30'-10 1/2" 14'-1 " 5'-11" VFS-EPM-000-DWG-S-115 SHEET 2 FOR REINFORCEMENT.
F 1 3. 4. SEE VFS-EPM-000-D\NG-C-112 FOR FINISH FLOOR ELEVATION . VWT DRAWINGS FOR PIPE SUPPORT LOCATIONS F I I
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J KIENHOLZ A 114" -1'-0" rc:~----~T O' 2' 4' 8' 12' I I I DWGNO DRAWIN G TRACEABILI TY LIST TITLE REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS SHOVV'N VFS-EPM-000-DWG-S-110 EOl StiEET 2 01' 3 s 8 7 6 5 4 3 2
8 7 6 5 4 3 2 ( 1 \ !
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NOTES: I I I
*y i
23'-0" 23'-0" i 23'-0" T 23'-0" T 23'--0" 1. 2. SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE. FIELD LOCATE HOUSEKEEPING PADS . SEE SECTION G ON VFS-EPM-000-DWG-S-115 SHEET 3 FOR REINFORCEMENT. F 3. SEE BURNS & McDONALD CIVIL DRAWINGS FOR FINISH FLOOR F ELEVATION
- 4. SEE VFS-EPM-000-DWG-S-120 FOR STEEL FRAMING FOR MEZZANINE.
E E D D C C LL 0 B 90% DESIGN 0 PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, ~ RECORDING PURPOSES, i OR IMPLEMENTATION l ch
.-------------------------i '!;:
VEOLIA N UCLEAR SOLUTIONS - FEDERAL SERVICES Ve O LI A 295 Bradley Blvd Suite 300 Richland WA 99352 www nuclearsolut1ons veoha com i
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NAME CIMARRON A PUMP AND TREAT SYSTEM PROJECT TRENCH AND SUMP PLAN SCALE : 1/8" = 1'-0" 0' 4' 8' 16' 24" 1/8" =1'-0" ~ SCALE FEET DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVIS IONS F SHOWN VFS-EP M-000-DWG-S-110 EOl SH EET 3 ~ 3 s 8 7 6 5 4 3 2
8 7 6 5 4 3 2
- 1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
- 2. SEE CIVIL FOR PLAN LOCATIONS , VFS-EPM-O00-DWG-C-110.
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PLAN VIEW /DETAIL
- - - - - - + - -TITLE
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t.!FO REV S- ' - - - - - - ' - - - ~ ~ - --1
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8 7 6 5 4 3 2 NOTES:
- 1. SEE VFS-EPM-D00-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE.
( 2. UNO , USE MINIMUM CONCRETE EMBEDMENT , SPLICES, REBAR, ETC .
-~ -- ~
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F REINFORCING PER FOOTING SCHEDULE, GIRT LINE
-~- LENGTH (L) f\r ,l\t< ~10*
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~ 1; SIZE, QUANTITY AND LOCATION \MTH AND LOCATION WITH c, - L METAL BUILDING MANUFACTURER METAL BUILDING MANUFACTURER ~* SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION OPTION 1 OPTION2 REINFORCING S-110-1 DETAIL SCALE 3/4"=1'-0" PER FOOTING SCHEDULE, VFS-EPM-000-DWG-S-110 2 S-110-1 DETAIL SCALE: 3/4"=1'-0" @, DET~~~E: 3/4"= 1*-o" 4
S-110-1 DETAIL SCALE 3/4"=1'-0" NOTE: NOTE* NOTE: 1 SEE FOOTING SCHEDULE TABLE ON 1. SEE FOOTING SCHEDULE TABLE ON 1. SEE FOOTING SCHEDULE TABLE ON DRA\MNG VFS-EPM-000-DWG-S- 110 DRAWING VFS-EPM-000-DWG-S-110 DRA\MNG VFS-EPM-000-DWG-S-11 D FOR DETAIL CALLOUT. FOR DETAIL CALLOUT . FOR DETAIL CALLOUT. 6'-0" D D
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- 1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES, ABBREVIATIONS AND SCHEDULE
- 2. UNO, USE MINIMUM CONCRETE EMBEDMENT, SPLICES, REBAR , ETC .
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;.-, j a DETAIL g DETAIL 10 DETAIL S-110-2 SCALE: 1/2"=1'-0" S-110-2 SCALE* 1/2"=1'-0" S-110-2 SCALE 112"=1'--0" 16'-0" I I I I I I r--
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. ' .. : *. J-1/2--:17 ~ NOT FOR CONSTRUCTION,
' RECORDING PURPOSES, OR IMPLEMENTATION 11 DETAIL S-110-2 SCALE: 1/2"=1'-0" A
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS SHOWN VFS-EPM-000-DWG-S-115 SHm 2 Of 5 s 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES ( ) SEE VFS-EPM-000-DWG-S-101 FOR NOTES , ABBREVIATIONS AND 114" DEEP ELASTOMERIC
., '7:::.__ GIRT LINE 1 112_ _Jj:.. w SCHEDULE.
SEALANT, AND 318" >-...J ASPHAL TIC EXPANSION z:::, - ANCHOR BOLT 2. SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN . ___..- COLUMN wo HAIRPIN - JOINT MATERIAL - ::;;w
~ SIDING o:i: - #5 BENT SEE FOOTING PLAN F wu 3. UNO , USE MINIMUM CONCRETE EMBEDMENT, SPLICES , REBAR , ETC . F
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HAIRPIN r1 (/) SEE PLAN - i!
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- 1. TYPICAL AT DOORS .
l2x2x114" EMBEDDED L2x2x 114" EMBEDDED r ANGLE WITH 3" LONG
#4 AT 18" CIC 1 24" \
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-1. - All JOINTS BELOW GRADE SHALL HAVE -, . - All JOINTS BELOW GRADE SHALL HAVE 90% DESIGN "'
BENTONITE WATERSTOP. BENTONITE WATERSTOP.
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PRELIMINARY OR PERMIT SET, H SECTION NOT FOR CONSTRUCTION, 0 S-110-1 SCALE: 3/4"; 1'-CY' RECORDING PURPOSES, ~ OR IMPLEMENTATION (i) VE O l IA VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions .veolia .com 0
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- z I NAME CIMARRON A PUMP AND TREAT SYSTEM PROJECT A
WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS DWGNO TITLE REF NUMBER NEXT US ED ON REFERENCES TITLE REVISIONS
/ F SHOVVN VFS-EPM-000-DWG-S-115 I EOT 3 s
DRAWING TRACEABILITY LIST ,,..,,...,,., SCALE SI-IEEl
" 5 8 7 6 5 4 3 2
8 7 6 5 4 3 2 4'-0"MAX
- 1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES , ABBREVIATIONS AND I i , - ROOF SCHEDULE.
_:/ r -,f~-1
- GF PIPING SYSTEMS 1/2"BOLT / PURLINS STRESS LESS PIPE 2. SEE VFS-EPM-000-DWG-S-110 SHEET 1 FOR FOUNDATION PLAN.
I F r I L...._1 L 0 0 J Cf 11 fi=:::f4-t4, 1
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=-3/4-.J~_::i.:, 1 GUIDE , WITH 1/2' DIA BOLTS AND SPRING NUTS, VERIFY PIPE SIZE AT LOCATIONS 4'-0" MAX
- GF PIPING SYSTEMS STRESS LESS PIPE GUIDE , WITH 1/2" DIA BOLTS AND I i ir ~~~~~RUT ----- <,>
3 UNO , USE MINIMUM CONCRETE EMBEDMENT, SPLICES , REBAR , ETC . PERACI 318. F
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'-- UNI STRUT P1 ODO
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-~ NUTS TO COLUMN ,
UNISTRUT
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AND(1)1/2"DIABOLTAND(1) SPRING CLAMP TO P1000 ',
-----..___ PIPE CLEVIS
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~I AND (1) 112" DIA BOLT AND (1)
AND (1) 1/2" DIA BOLT AND ( 1) SPRING CLAMP TO P1000 i1 SPRING CLAMP TO P1000 I I 0 UNISTRUT P1000 , TYP
., - UNISTRUT P2348 WITH
------______ UNISTRUT P1000, TYP
- UNISTRUT P2348 WITH I
(4) 1/2" DIA BOLTS AND (4) 1/2" DIA BOLTS AND - SEE DETAIL 15
- SEE DETAIL 15 I SPRING NUTS IN AND BASE - SPRING NUTS IN AND BASE -
B L ~ L~-----~~ OPTION 1 OPTION 2 C
?c~;~~~-o~ PIPE SUPPORTS- EXTERIOR C
EMBED P3259-X / :J7~ , I I
~ 4'-0" MAX I * -~ M (2) #5BARS - SECTION 8
~rtJ 15 DETAIL-PIPE SUPPORT EXTERIOR SCALE: 1112"= 1'-0" "'LL 0
B 90% DESIGN I ~~~T~i:i:0 ~1t~1s~IK UNISTRUT P1000, TYP PRELIMINARY OR PERMIT SET,
// BOLT TZ WITH2 3/8" EMBED -
NOT FOR CONSTRUCTION, I RECORDING PURPOSES, L__ OR IMPLEMENTATION 17 DETAIL - FLOOR PIPE SUPPORTS - INTERIOR SCALE: 1" = 1'-0" CIMARRON A PUMP AND TREAT SYSTEM PROJECT i - - - - - - - - - - - - - - - - - ----1 A WESTERN AREA TREATMENT FACILITY STRUCTURAL DETAILS DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F SHO""' VFS-EPM-000-DWG-S-115 51-i EET 4 Of 5 s 8 7 6 5 4 3 2
8 7 6 i 5 4 3 2 fc = 2500 psi LENGTH (INCHES) I fc = 3000 psi LENGTH (INCHES) DETAIL BAR SIZE LAP CLASS TOP BARS j OTHER BARS BAR SIZE I LAP CLASS TOP BARS i OTHER BARS DIMENSION _ HOOK
' A I 24 I 18 I A 22 17
-~ I AORG
#3 B l 31 I 24
#3 I B 28 22 I I A 32 r 24 i A 29 1 22 F
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#4 I B 38 29 F
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BAR I SIZE D I 90° HOOKS AORG AORG 135° HOOKS H' I I
#5 B I 51 +- 39
#5 i B 47 36 I O 9D~ I A 47 36 i A 4 DETAIL DIMENSION _
----i-!- 2 1/2" MIN j
I
#3
#4 1
+-
2 1/4" 3" j 1 5" 6" 3" 4" 6" 8" AORG
#3
#4 1 1/2" 2"
I I 4" 4112" 4" 41/2" 21/2" 3" I i
#6 B
A ' 61 55 I I I 47 42 l~--+I__
#6 j
B_---;~-_5 :_ -+-_ _ A 50 39
#5 21/2" 6" 51/2" 3 3/4" #7 #7
#5 3 314" 7" 5" 10" I B 71 55 I B 65 50
#6 41/2" 1'-0" 8" 41/2" j i I 41/2" 51/4" 8"
10" 6" 7" 1'-0" 1'-2" '
#7 51/4" 1'-2" 9" ~ #8 A
B 63 82 I 48 63 , #8 1 A B 57 75 1 I 44 57 r (!J *1 a:: Q._-c-n -,5' 6" 91/2" 11" 1'-3" I I 8" 11 3/4" I I 1'-4" 1*-1*
#8 6" I 1'-4"
* - H DIMENSION IS APPROXIMATE 10 112" 6" I I
#9 A
B 71 92 I i 54 71
~ f----A_ _+ - _6_5_ _1 I B 84
~ _5_0_--1 65 0 N 10 3/4" 1'-5" I 1'-11 /4" : 1'-10" __ A_ _ >-- 78 60 I A 72 55 t
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#10 #l O ,f----- - - 1 B - - + - 3- - . - - - -7 L _ _ _J B 102 78
#11 12" i 1'-7 I 1'-2 3/4" I 2*-0" I
A 86 66 18 1/4" I 2'-3" I 1'-9 3/4" I 2'-7"
#11 I #11 lf--_A_ _-+-_7_9_-+-_ _6_ 1_---;
1 B 112 I 86 \ B 102 79 ALL GRADES OF STEEL: 8 ~ -24"
~ #_1_ --~ I - I - -1/2" 3_'-0_"~ - 2'-4 - - - ' - -3_'-5_" _ _ ,
E 1. 2. D di,
=
=
FINISHED INSIDE BEND DIAMETER. NOM INAL BAR DIAMETER . NOTES E
- 3. MIN . D = 6 cJ,, FOR #3 THROUGH #8 . ~ ABULATEO VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT 4 MIN . D = 8d,, FOR#9 , 10AND#11 . CONCRETE 5 MIN . D = 10d0 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 MINIMUM CODE REQUIREMENTS. LENGTHS ARE IN INCHES.
- 3. CASES 1 AND 2 , WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER , AND THE CENTER-TO-CENTER SPACING OF THE BARS , ARE DEFINED AS BEAMS OR COLUMNS:
CASE 1 COVER AT LEAST 1.0cJ,, AND C.-C. SPACING AT LEAST 2.0 d0 . CASE 2 COVER LESS THAN 1.0 cJ,, OR C.-C . SPACING LESS THAN 2.0 d0 . ALL OTHERS: PROVIDE L-SHAPED CORNER D BARS THE SAME SIZE AS HORIZ REINF LENGTH OF EA LEG SHALL BE CLASS "B" PER LAP SPLICE SCHEDULE l /
,- CONC FND WALL PER FOUNDATION 4.
CASE 1 COVER AT LEAST 1.0 di, AND C.-C. SPACING AT LEAST 3.0 d0 . CASE 2 COVER LESS THAN 1.0 di, OR C.-C . SPACING LESS THAN 3.0 d0 . LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS ; CLASS A= 1.0 I AND CLASS B = 1.31,, (ACI 318-14 , SECTION 20.5.2). D I PLAN ACI 318-14 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS AND ARE NOT SHOWN FOR
~~*~~'~==:::::::::::=i, CLARITY.
,[-~,,~, ,- '
6 TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHE S OF CONCRETE CAST BELOW THE BARS.
- 7. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTI PLY THE TABULATED VALUES BY 1.3
- 8. FOR EPOXY-COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOW NG FACTORS I':* I PER PLAN CONCRETE COVER AND SPACING TOP BARS OTHER BARS EXTEND HORIZ REINF COVER< 3.0 cJ,, OR C. -C . SPACING< 7.0 cJ,, 1.7/1.3~ 1.50 HORIZ REINF TO 2" FROM EDGE OF COVER :'. 3.0 cJ,, OR C. -C SPACING :'. 7 0 cJ,, 1.20 1.20 PER PLAN _ INTERSECTING WALL
- 9. ALL CALCULATIONS SHOWN ABOVE ARE ASSUMED TO BE CASE 2.
C C B 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION
.-----------------------------;>~-
G) VEOLIA NUCLEAR SOLUTIONS - FED. ERAL SERVICES Ve O l I A 295 Bradley Blvd . Sui1e 300 Richland , WA 99352 www.nuclearsolutions.veolia.com ~ A WESTERN AREA TREATMENT FACILITY I I ! i I [ STRUCTURAL DETAILS DWGNO TITLE ~ -_F_N_u_M_B-ER I IRE ____ _I_REFERENCES T1-TL-E- - - - - a i~.,, "" I .. ,u=~a,=,~N~-"'---;-,/--,!I F,...,,o
;'---;;.:::'=-,.,= VFS-EPM-000-DWG-S-115 I DRAWING TRACEAB ILI TY LIST NEXT USED ON REVISIONS / l scALE SHOWN : ET - I SHEET 5 "' 5 8 7 6 5 t 4 3 2
8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 INSTRUMENT IDENTIFICATION (ISA 5.1 R2O09) LINES: PIPING/EQUIPMENT: v AIR GAP --ti VACUUM RELIEF VALVE
~
FIRST-LETTER SUCCEEDING-LETTERS
~
MEASURED OR READOUT OR OUTPUT IXXI 0 INITIAT ING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER 1 PRIMARY PIPING BALL VALVE STREAM NUMBER A ANALYSIS ALARM INSTRUMENTATION OR OTHER PIPING PRESSURE RELIEF VALVE USER'S CHOICE USER'S CHOICE USER'S CHOICE t:e::I
~
B BURNER , COMBUSTION F TANKS/PITS/BU ILDINGS BALL VALVE SCREW CONVEYOR CONTROL CLOSE F C CONDUCTIVITY 111 UNION
---- ELECTRICAL POWER OR SIGNAL [::0:1 V-PORT BALL VALVE D USER'S CHOICE DIFFERENTIAL DETECTOR DEVIATION
---- SKID BOUNDARY AUTOMATIC DRAIN VALVE E VOLTAGE SENSOR (PRIMARY ELEMENT)
--0-- DATA LINK I><] GATE VALVE 4 COMBINATION VACUUM AND PRESSURE REFIEF VALVE F FLOW, FLOW RATE G USER'S CHOICE RATIO (FRACTION)
GLASS , V IEWING DEVICE
~
~ FLEX HOSE HIGH
~ PINCH VALVE REFRIGERATED AIR DRYER H HAND PROCESS BOUNDARY OPERATIONAL FLOW 1 TANK VENT I J
CURRENT (ELECTRICAL) POWER INDICATE SCAN
~-
1,,.a--1 BUTTERFLY VALVE K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION INSTRUMENT SYMBOLS: N CHECK VALVE c5'1 TANK VENT WITH BIRD / INSECT SCREEN V HOPPER L LEVEL M USER'S CHOICE LIGHT LOW MIDDLE , INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHO ICE USER'S CHOICE
~
COMPUTER DIALOG/CONTROL FIELD LOCATED
~ SLIDE VALVE fl CENTRIFUGAL PUMP @ OIL/WATER SEPARATOR 0 USER'S CHOICE P PRESSURE, VACUUM ORIFICE , RESTRICTION POINT (TEST CONNECTION)
OPEN E 0 MAGNETIC FLOW METER Q QUANTITY INTEGRATE, TOTALIZE INTEGRATE, TOTALIZE E
~
- RECORD RUN
'"'""""'00 ~
R RADIATION NUMBER XXX INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIFICATION El FILTER PERISTALTIC PUMP S SPEED, FREQUENCY T TEMPERATURE SAFETY SWITCH TRANSMIT STOP I TABLE) WET / DRY AIR RECEIVER I E] VARIABLE FREQUENCY DRIVE U MULTIVARIABLE MULTl FUNCTION MULTIFUNCTION ELECTRI CAL OR
~ MAIN SHARED CONTROL OR DISPLAY 0 DIAPHRAGM PUMP V VIBRATION, MECHANICAL ANALYSIS W WEIGHT , FORCE WELL, PROBE VALVE , DAMPER , LOUVER
- CONTROL SIGNAL xx xx INSTRUMENT IDENTIFICATION (SEE INSTRUMENT IDENTIF ICATION 0 GRAB SAMPLE d METERING PUMP X UNCLASSIFIED Y EVENT, STATE OR PRESENCE XAXIS YAXIS TROUBLE UNCLASSIFIED RELAY, COMPUTE , CONVERT UNCLASSIFIED ~- TABLE) 0 Z POSITION , DIMENSION ZAXIS DRIVER , ACTUATOR, UNCLASSIFIED IDENTIFICATION SAMPLE PORT LINE NUMBERING:
~
NUMBER LOCAL MOUNTED INSTRUMENT POSITIVE DISPLACEMENT BLOWER TAG SEQUENCE NUMBER : NOTES: _1 r (BASED ON P&ID NUMBER)
~
- 1. LD IS USED TO DESIGNATE LEAK DETECTION INSTRUMENT MOTOR LINE SERVICE CODE: i PIPI NG CLASS CODE:
PIPE SIZE:----i ____c- lNSULATION CODE: DRAWING CONTINUATION ARROW: D IXXX > DRAWING CONTINUATION ARROW USED ONLY FOR LINES ENTERING OR LEAVING t PRESSURE OR VACUUM RELIEF [] SPARGE VESSEL 1-BRS-1 0000-AS01-HT &I D L THE FACE OF THE DRAWING
---D-- QUICK CONNECT LINE SERVICE CODES:
0 CONTINUATION DRAINING CA COMPRESSED AIR AND/OR SHEET NUMBER TANK DR DRAIN
- J- HOSE CONNECTION FW FILTERED WATER
- J PIPE CAP GW HCL IA GROUNDWATER HYDROCHLORIC ACID (37%) INSTRUMENT AIR D POTW POTABLE WATER ABBREVIATIONS: - PIPE FLANGE RV RELIEF VENT B POSITIVE DISPLACEMENT BLOWER HOPPER svw SER~CE WATER BA BURIAL AREA -{}- PIPE REDUCER VAP WW VAPOR WASTEWATER BMCD BURNS & MCDONNELL BS BASKET STRAINER wwo WASH/WASTE OIL
-gXX)- DRY DISCONNECT WITH SHUTOFF C C ENTRIFUGE C
CMPR cs CV DV DOE COMPRESSOR CARBON STEEL CHECK VALVE DISCONNECT VALVE DEPARTMENT OF ENERGY ~ I----CD--1 FULL PORT DRY DISCONNECT ROTARY VALVE I µJ RIBBON BLENDER PIPING CLASS CODES 1ST CHARACTER - NOMINAL PRESSURE RATING INSULATION CODE: HT&I HEAT TRACE AND INSULATE C FL FAIL LOCKED A- CLASS 150 IAC INSULATION ACCOUSTIC Q FC FAIL CLOSE B- CLASS 300 IC INSULATION COLD FDR SOLIDS FEEDER D<l EDUCTOR SACK UNLOADER C-CLASS600 IH IS INSULATION HOT INSULATION SAFETY FH FLEX HOSE D - CLASS 900 FLT FO GV GPD H FILTER FAIL OPEN GAUGE VALVE GALLONS PER DAY v BASKET STRAINER E - CLASS 1500 F - CLASS 125 2ND CHARACTER - GENERAL MATERIAL TYPE A-PVC N NONE INTERCONNECTING HOSE
~ WYE STRAINER
-- HPR IX LC LO HOPPER ION EXCHANGE LOCKED CLOSED LOCKED OPEN qI)J IN-LINE SILENCER C I SCROLLING CENTRIFUGE B-CPVC D-ALLOY 20 E - HASTELLOW F -F RP
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MCL MAXIMUM CONTAMINANT LEVEL G - GALVANIZED STEEL MOV MOTOR OPERATED VALVE H - HDPE MVD MANUAL VALVE DOUBLE
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NC NO NORMALLY CLOSED NORMALLY OPENED © MECHANICAL VIBRATOR L - LINED CARBON STEEL M - MONEL - p N - DOUBLE CONTAINED (PTFE/CPVC) t:> PUMP P - PVC OR CPVC B P&ID PIPING,AND INSTRUMENTATION DIAGRAM B PRV PRESSURE RELIEF VALVE ~ NEEDLE VALVE R-ABS I PSE PRESSURE SAFETY ELEMENT S - STAINLESS STEEL ,!!L AIR COMPRESSOR PVC POLYVNYL CHLORIDE T - ALUMINUM 90% DESIGN
~
0 RB RIBBON BLENDER GAUGE VALVE 'i' PRELIMINARY OR PERMIT SET,
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VSL WA VESSEU ION EXCHANGE VESSEL WESTERN AREA OR IMPLEMENTATION
~-
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W/AA WESTERN ALLUVIAL AREA NOTE: NOT NORMALLY USED IN THE PIPE MATERIAL CLASS NAME. > WATF WESTERN AREA TREATMENT FACILITY PRESSURE CONTROL VALVE USED ONLY WHEN A PARTICULAR PIPE MATERIAL CLASS REQUIRES VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES YS WYE STRAINER l EYE/ FACE WASH MODIFICATION TO SATISFY PROJECT SPECIFIC REQUIREMENTS , EITHER DOE TO CLIENT SPECIFICATIONS AND/ OR SPECIAL PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL (i)veOLIA 295 Bradley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions.veolia.com
~
CLASSIFICATION SHALL BE MARKED WITH THE PROJECT OR TENDER 1HEOOCUMENT. IMT4. A.N01HFORlil4TIONCCNTANED1HEREN.utECONFID£NTIALANOPROP!tlITAAVTOIWAICN. NC. NETTHERTI11$000JMENTNOflAAYCA,T""Ofl
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MATERIAL CLASS WITH 150# CLASS AC02-DESIGNATION TRACE V DAV ISON __....-;;;S FS FLOW CONTROL VAL~
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REF NUMBER TITLE DESCRIPTION REV DESIGNAlf'ORITY
------ VFS-EPM-000-DWG-P-001 DWG NO TITLE DRAWING TRACEABILITY LIST NEXT USED ON REFERENCES REVISIONS / SCALE NONE IEDr ~ 1 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
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8 I 7 6 I 5 4 I 3 I 2 I GENERAL NOTES: URANIUM TRAIN BYPASS IS BUILT INT O SKIDS IN CASE OPERATIONS ARE REQUIRED AFTER INFLUENT< MCL. b- DOUBLE-WALLED INFLUENT TANK. F F REFILLED VESSELS TK-106 BACKWASH TANK 9,000 GAL r
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Stream# 1 2 3 4 5 6 7 8 12A 12B 13A 13B 14 15 WA Uranium Uranium Combined Treatment WA Spent Uranium BA Spent Uranium Effluent for Treatment WA Ura nium Treatment BA Uranium Treatment BA Uranium Treatmen t WA Refilled BA Refilled Filter Backflush Description WA IX Feed BA IX Feed Outfal l from Backwashing Effluent to Effluent to Injection Skid Effluent to TK-102 Effluent to Injection Skid Hydrochloric Vessels Vessels Treatment Vessels Treatment Vessels TK-102 Acid (36%) TK-102 Parameter Units F F Liquid Streams Flow gpm 107 100 99 8 82 18 181 195.0 3.4 - 17.7 gpd 35.3 Liquid
-- Concentrations ~
Nitrate (as N) ppm 38.2 0.6 38 .2 38.2 0.6 0.6 21.2 Uranium (total) ppb 159 1018 0 0 0 0 0 - - 0 Suspended ppm (dry) 5 5 0 0 0 0 5.7 - - 0 306 Solids Solid Streams Flow E Unused IX Resin cu ft/yr 117 278 E Exhausted IX cu ft/yr
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A WESTERN AREA TREATMENT FACILITY OVERALL PROCESS FLOW DIAGRAM REF NUMBER TITLE DWG NO TITLE REFERENCES F VFS-EPM-000-DWG-P-110 Rc:-A:-:1 1---___:::_:..:..:::..:..:.::;D"' R-:-AC:::-:E:--:A-= W::-:-IN:::Gc::T:-= ST Y':',Ll:;c B,,:IL~IT'::' EX"'T:--:U-;-;S:-;,E,;:;D-;:O;;:-N~- - ' - " ' - - - - - - - - - - - - j ~*I:_
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8 7 I 6 I 5 4 I 3 I 2 I 1 I STREAM NO 1 2 3 4 5 6 7 8 9 10 11 12 13 COMBINED COMBINED NITRATE URANIUM NITRATE NITRATE NITRATE NITRATE NITRATE WATF SPENT NITRATE REFILLED BLENDED IX URANIUM NITRATE TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT URANIUM DESCRIPTION TREATMENT VESSELS TO FEED TREATMENT TREATMENT PACKAGED HYDROCHLORIC METHANOL PHOSPHORIC DRUMFIL TER IRON CHLORIDE THICKENER TREATMENT F PER LITE WATF F EFFLUENT EFFLUENT SLUDGE ACID (36%) (100%) ACID (24%) POLYMER (33%) POLYMER VESSELS PARAMETER UNITS LIQUID STREAMS FLOW GPM 250 250 250 -
- GPO - 42.6 207 2.31 1.2 32.4 0 .04 LIQU ID CONCENTRATIONS NITRATE (AS N) PPM 150 150 10 10 -
URANIUM (TOTAL) PPB 100 0 0 0 - SUSPENDED SOLIDS PPM (DRY) 15 - - E SOLID STREAMS E FLOW PERL/TE LB/YR - 21900 SLUDGE LB/YR - 212314 - UNUSED IX RESIN CUFT/YR - - 269 EXHAUSTED IX RESIN CUFT/YR - 337 -- SOLIDS CONCENTRATIO N WT% SOLIDS 20 - - - NOTES:
- 1. WASTE GENERATION RATES ASSUME COMPLETE NITRATE REMOVAL FOR CONSERVATISM.
- 2. STREAM TABLE BASED ON DESIGN CONDITIONS; ACTUAL CONDITIONS WILL VARY OVER THE COURSE OF REMEDIATION .
D D - i-C C "rf,m
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~
www.nuclearsolutions.veolia.com
~
THE DOCUMEHT . OAT" ANO INFOfl.,,..TIOf SPARE, FILLED VESSELS WILL BE AVAILABLE AND CHANGED OUT SO PROCESS CAN CONTINUE TO OPERATE QUICKLY. [::> VESSEL HUB ASSEMBLY AND RETENTION SCREENS . F F
~-----------------------------------------------------~
PROCESS WATER 1 I PROCESS WATER (AS NEEDED FOR RESIN REFILL) FRESH RESIN
.L WATF SLUICE AND REFILL HOSE CONFIGU RATIO N SLUICE NOZZLE INLET*
HPR-301 HOSE "A" CONNECTED FOR SLUICING AND FOR RESIN REFILL. TO BAl URANIUM VESSEL @ SLUICE NOZZLE OUTLET: TREATMENT SCROLLING CENTRIFUGE REFILL ( P210, SHEET 11- - * - * - , - , -
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Stream# 12A 13B 30 31 32 WA Refilled BA Spent Uranium Fresh Resin Description Inert Packaged Resin Vessels Treatment Vessels (Unused) F Parameter Units F Solid Streams Flow Unused IX Resin cu ft/yr 117 395 Exhausted IX Resin cu ft/yr 382 Inert cu ft/yr 39.5
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TI-IE OOCUM!NT . DATA . A/~D IHFORMATOH CCf,ITAtlEO THEREIN ARE CCNFIDEHTW.AAD PROPRIETARY TO \INSFS. lLC NEm4ER THIS OCOUtENT..,OR ANYOUAOR t,lf()RlolATION THEREIN 1,1,1,vee PROOJCEO USEC. RELEASED OR OISCLOSEO, IN WIOlE 0A 11'1 PAJIT Wl'1NOUTTHE Ell?RES.SEOWRITTEN CONSENT Of WSFS. LLC
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8 7 6 5 4 3 2 PARTS/MATERIAL LIST NOTES & SPECIFICATIONS: ITEM QTY . PART NUMBER TITLE DESCRIPTION MATERIAUREFERENCE NO.
- 1. DIMENSIONS AND TOLERANCES PER ASME Y14 .5M-94 WESTERN AREA TREATMENT FACILITY URANIUM TRAI N SKID NIA N/A DIMENSIONS ARE IN INCHES TOLERANCES: .X +/- .1, XX+/- .03, .XXX +/- .005 VFW-EPM-000-DWG-M-11 0 SKID FRAME WESTERN AREA TREATMENT FACILITY SK ID FRAME N/A FRACTIONAL: +/- 1/8 ANGULAR: +/-2' F INTERIOR PROCESS AREA SURFACES SHALL BE NON-AR 20893104 FLEXIBLE HOSE 2". CORRUGATED EPDM CONTINENTAL F POROUS. AVOID USE OF ZINC ON INTERIOR SU RFACES IN THE PROC ESS AREA 1700DL SERIES COUPLER 2"' DRY DISCON NECT KAMVALOK FOR PENETRATIONS AND MOUNTING OF PANELS SEE ELECTRICAL INSTALLATION DRAWINGS 1600AN SERIES ADAPTER 2" ADAPTER FOR DRY DISCONNECT KAMVALOK BREAK SHARP EDGES, REMOVE BURRS.
PROCESS VESSE L 48"' DIA TBD WELDING PER AWS D1 .6 . PROCEDURE AND WELDER QUALIFICATIONS PER ASME SECTION IX ARE EJA-530E PRESSURE TRANSDUCER WITH VALVE YOKOGAWA ACCEPTABLE A242408LP PLC ENCLOSURE 24x24x8 HOFFMAN FABRICATION DETAILS ANO STANDARDS PER NORMAL AND CUSTOMARY FOR INTERMODAL FLT 93B-AB00 LEAK DETECTOR FLT93B FLEXSWITC H FCI CONSTRUCTION . 10 52005381 PH ELEMENT NPT THREADED INPRO42601 METTLER TOLEDO f> PIPE AND COMPONENTS TO BE WELDED OR FLANGE CONNECTIONS USING FLEXI TALLIC CGl-150 11 52402401 PH HOUSIN G INTRAC 787 INPRO METTLER TOLEDO
- 8. APPROXIMATE DRY WE IGHT 14.303 LBS E 12 l&C RACK HSS2X2X.25 OTS STAINLESS STEEL E
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8 7 6 5 4 3 2 F F 10 21 E E 17 12 PL 18 D D 23 4 PL C C B ISO 8 sci'i[E: NOT TO SCALE 90% DESIGN C PRELIMINARY OR PERMIT SET, =i= NOT FOR CONSTRUCTION, ~ 0 RECORDING PURPOSES, ~ OR IMPLEMENTATION ~ w r-----------------------~ ~ VEOLIA > NUCLEAR SOLUTIONS - FEDERAL SERVICES (i)veOLIA 295 Bradley Blvd. Suite 300 Richland, WA 99352 i www.nuclearsolutions.veolia.com rHE OOCl.JMENT CATA AND INFORMATION CONTAINEO 11-!EU~ ARE C(WF!OEN11Al ANO PIIO~RIETAAY 10\/NSl'S. UC . NEITH,R THIS O(ICUl,i(Nl NOR AAV OA.TAO~ INl'ORa.u.TQI NE!IEN IAAV IE <>AOOUc:liO, UUO FIH(AS,0 OR Dl$Cl0iEO, !N Wl!OlE OR 11'1 PA<ll. WHHOUT '11-lE E.ICPRE:lStDWUTlDI CON:lEN T OF 'I/NSF3, 1,J.C A CIMARRON A PUMP AND TREAT SYST EM PROJECT MECHANICAL t-t-t-----------+-+--+---+.-: :::_----::::~~~,--t-""'~~,., WESTERN AREA TREATMENT FACILITY t - t - - t - - - - - - - - ---+-+--+--+-=------=~~.J_b'___--+--"'------"'71~"' URANIUM TRAIN SKID ARRANGEMENT 1--- D-W-G-N O - - + - - - -T-I T-LE----+-R_E_FN _ U_M_B_ ER---'-R-EF_E_R-EN-~-
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8 7 6 5 4 3 2 NOTES & SPECIFICATIONS: DIMENSIONS AND TOLERANCES PER ASME Y14 .5M-94 DIMENS IONS AR E IN INCHES TOLERANCES: .X +/- .1, .XX +/- .03, XXX+/- 005 FRACTIONAL. +/- 1/8 ANGULAR:+/- 2* F MAINTAIN STANDARD SHIPPING CONTAINER LOWER CORNER S FOR TRANSPORTATION ANCHOR POINT F REINFORCE FLOOR PAN FOR PUMP MOUNTING. REINFORCEMENT METHOD SHALL PRECLUDE BREACH OF FLOOR CONTAINM ENT. DIMENSIONS FOR PIPE CONNECTIONS ARE BASED ON PIPING LAYOUT. CONFIRM PRIOR TO FABRICATION. EXTERIOR COATING SHALL BE BS12944- C3 MAR INE OR APPROVED EQUAL INTERIOR PR OCESS AREA SURFACES SHALL BE NON-POROUS. AVOID USE OF ZINC ON INTERIOR SURFACES IN THE PROCESS AREA E> RECESSED BOXES TO BE SU PPORTED BY FABR ICATOR IN FIELD E 8. FLOORS IN THE PROCESS AR EA SHALL DRAIN INTO THE CONTAINMENT TRAY AND BE INTEGRATED TO FRAME FOR CONTINUOUS LIQUID CONTAINMENT E W ITHI N THE MODULE. A METHOD MUST BE PROVIDED TO AVOID WATER PATHWAY OUTSIDE THE CONTAINMENT. ALL CONTACT AREAS SHALL BE STAI NLESS STEEL FOR PENETR ATIONS AND MOUNTING SEE ELECTR ICAL INSTALLATION DRAWINGS.
- 10. TESTING WILL BE REQUIRED FOR SECONDARY CONTAINMENT 11 BREAK SHARP EDGES, REMOVE BURRS
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"' 5 8 7 6 5 4 3 2
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GENERAL NOTES: [f:> IT> VSL-151 , VSL-152, AND VSL- 153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS UPON URANIUM IX BA1 TRAIN "' CL LOADING V\IITH URANIUM . NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR ION EXCHANGE SKID ~ VSL-151 AS LEAD . FLUSH WATER PORT. SEE DRAV\IING VFS-EPM-OOO-DWG-P-500. PHASE 1 CONCEPTUAL DESIGN
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- 9. SEE SHEET 1 FOR INTERLOCK LIST.
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- P-121 STOP
@.> TRUCK TO BE UNLOADED WITH 15 TO 20 PSIG PRESSURE (VIA AIR).
0 LDA-101 OR LSH-1 01 : MOV-101 CLOSE [I:> PORTABLE SAFETY EYEWASH REQUIRED DURING FILL. A [f> pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE 0 LDA-201 OR LSH-201 : MOV-201 CLOSE CIMARRON PUMP AND TREAT SYSTEM PROJECT A
~ CONCRETE BERM WITH EPOXY COAT WESTERN AREA TREATMENT ~ CLEAR TUBING FOR OBSERVATION OF FILTER DRAINING . FACILITY P&ID URANIUM IX TREATMENT 0> PIPING RUN 6"-VAP-11500-AR01-N NOT IN VENDOR SCOPE .
REF NUMBER TITLE DWGNO TITLE DRAWING TRAC EABILITY LIST NEXT USED ON REFERENCES F VFS-EPM-000-DWG-P-115 i5 REVISIONS SCAlE NONE SHEET 1 0, 4 8 7 6 5 4 3 2
8 7 6 5 4 3 2 AIT-1 00
!SHEET 1 ZONE F1 F
F ACID 1/2" 1/2"-HCL-11 508-AR01 -N SHEET 1 ZONE Cl E E FROM TK-1 01 3" PVC 3"-GW-11504-AA01 -N SHEET 1 ZONE D1
- VALVE POSITION DETAIL Q~ I I I I D I I 3"-GW-11 539-AA01-N
\~ 3" CV-134 3" FROM TRAIN 2 D SHEET 3 V-1XX ~ ZONE D1 0 CV-102 V-11 5 CV-100 NC NITRATE TR EATMENT V-124 BUFFER TANK SAMPLE DETAIL NC 1/2" V-131 I
NC
,-_J I
I 1/2" I FOR SAMPLE LOCATIONS S1 -2 I I I TD EFFLUENT C I 4" TANK TK 102 THROUGH S1-5 FILTER INSTALLED I I SHEET 4 C V-136 DURING SAMPLING I I I LC ZONE FB I 4"-GW-11 521-AA01 -N I V-130 V-11 0 V-111 I I NC NC NC I SAMPLE DETAIL Q:> I I I VSL-102 3" I I I
~ ~ ~ I h
I I
~ ~ ~ I I
I I I I I SAMPLT';;--..._ I I
,-:----- SUMP BOUNDARY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - ~ - - - ~7 rr. rr. rr.
I
- ~
1 FOR SAMPLi:----- I LOCATIONS S1-1 I 1/2" I I ANDS-WAE I B GENERAL NOTES: I I if L _____ _ L - - -- - - - -- -----'-
---------------------------------------------------------~
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- 1'-1"'
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0 Q:> VSL- 1O1, VSL- 102, A ND VSL- 103 DESIGNATE THE PHYSICAL L _ ~KID BOUNDARY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ~ DRAIN I (/) POSITION NOT THE SPECIFIC VESSEL. RESIN SWELLS DURING 90% DESIGN OPERATION . NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL . VALVE ALIGNMENT SHOWN IS FOR VSL-1 01 AS [f:>. PRELIMINARY OR PERMIT SET, o'.. LEAD. URANIUM IX TRAIN 1 NOT FOR CONSTRUCTION, ~ FLUSH WATER PORT. SEE DRAWING VFS-EPM-000-DWG-P-500 ION EXCHANGE SKID RECORDING PURPOSES, ~ NOT USED. AE-101 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OR IMPLEMENTATION i
~
(i) Ve O l I A OF MX-101 . VEOLIA NUCLEAR SOLUTIONS - FEDERA L SERVICES pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM , pH 295 Bradley Blvd . Sui1e 300 SETPOINT TO BE ADJUSTED BASED ON ACHIEVING A LCI = 0 . Richland , WA 99352 www.nuclearsolutions .veolia.com ~
- ,~~:~:r~~;:, :.~~:~~~~0~~:~~i~~:~~t~~~~~~~~~~~~?::~w~t~*~~R~~g~~~=~J:~::~r!r ~
VENT, SLU ICE, SPARGER , AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY. A [i:::>, pH PROBE CONNECTION VI A HOT TAP WITH ISOLATI ON VALVE . WESTERNAREATR EATMENT
~ FILTER NOT PROV IDED TO ALLOW FOR TSS ANALYSIS.
FACILITY P&ID
- 9. SEE SHEET 1 FOR INTERLOCK LIST URANIUM IX TREATMENT DWG NO TI TLE DRAWING TRAC EABILITY LIST REF NUMBER NEXT USED ON REFE RENCES TI TLE
-~---------- RE VISIONS
~-~-~- ~--....." ' = = = -.....j-<,::'.'----,, F OATIS NONE VFS-EPM-000-DWG-P-1 15 Sl-lEET 2 c
8 7 6 5 4 3 2
8 7 6 5 4 3 2 AIT-100
!SHEET 1 ZONE F1 F
F E E
- VALVE POSITION DETAIL Q~ I I I I
\ I D V-1 XX ~
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err D 0 3" 3" V-165
- SEE NC SAMPLE DETAIL DETAIL h
FOR SAMPLE
~SAMPLE 1/2" V-180 NC 1/2" 1/2"
,-_J I
I I LOCATIONS S2-2 THROUGH S2-5 I C FILTER INSTALLeD DURING SAMPLING I C I V-1 82 I V-170 V-183 SAMPLE DETAIL a'. NC NC NC I 9 VS L-151 VSL-152 [C::> [C::> VSL-153[C::> I 3" I I a:: I
,-~----------------------------------------------------------- ---~-7 I FOR SAMPLE LOCATION S2-1 I : 1,2.. I I B : ' ,a*-0*-m~~'"'*' '" : :
GENERAL NOTES L SUMP BOUN~A~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _J :J L _ SKID BOUNDARY _,..L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _JI 3 V~~ DRAIN I Cf) [C::> VSL-151 , VSL- 152, AND VSL-153 DESIGNATE THE PHYSICAL POSITION NOT THE SPECIFIC VESSEL. RESIN S\fl/ELLS UPON 90% DESIGN LOADING WITH URANIUM . NORMAL VALVE ALIGNMENT CAN VARY BASED ON LEAD VESSEL. VALVE ALIGNMENT SHOWN IS FOR PRELIMINARY OR PERMIT SET, "' VSL-151 AS LEAD URANIUM IX TRAIN 2 NOT FOR CONSTRUCTION, a.
@> FLUSH WATER PORT. SEE DRAWING VFS-EPM-00O-DWG-P-500 . ION EXCHANGE SKID RECORDING PURPOSES, ~
[I:> NOT USED. OR IMPLEMENTATION 00 r-------------------- -----------l~ VEOLIA U/ 8:> AE-151 TO BE LOCATED 2 TO 4 PIPE DIAMETERS DOWNSTREAM OF MX-151 . (;) VE OLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 tf Richland , WA 99352
@:> pH CONTROL IS FEED FORWARD WITH FEEDBACK TRIM , pH SETPOINT TO BE ADJUSTED BASED ON ACHIEVING AN LCI = 0.
www.nuclearsolutions.veolia .com TliE OOCUlilENT. DATA . ~0 INFOIUIATl'.)H CCHT-ED 'IHEREf\l ARE CCHF10£N'TIAl A.Nil PAO~RIETARY TO l(URIOtl . f!C NEITHU n,;15 OOCIJMEHl MOR A.NV 0,.TAOR
~
~
IMFORMATIOH THEREN MAY BE PROOUCEO . USEO. RELEASED OR DISCLOSED. IN V.liOI.E OR IN P.liRT . VlmlClJTlH[ EXPRESSEOWRJTfCN CONSENT Of IUJR!ON , NC A ~ VENT, SLU ICE, SPARGER , AND SAMPLE NOZZLES NOT SHOWN FOR CLARITY. [I:> pH PROBE CONNECTION VIA HOT TAP WITH ISOLATION VALVE.
~ FILTER NOT PROVIDED TO ALLOW FOR TSS ANALYSIS .
- 9. SEE SHEET 1 FOR INTERLOCK LIST.
DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFER ENCES TITLE REVISIONS F SCAI..E NONE VFS-EPM-DDO-DWG-P-115 51,EE'T 3 "' 4 c 8 7 6 5 4 3 2
8 7 6 5 4 3 2 TK-102 P- 102 EFFLUENT TANK EFFLUENT PUMP WATF 15,000 GAL F (BUILDI NG INTERIOR) 4"-GW-11521-AA01-N I I 11 V BUILDING BOUNDARY F FROM URANIUM IX 4" PVC SHEET 2 11 HC-1215 ZONE C1 11 PID-207-00 t***~'" l1 r------------+--'=--i-+___, I I FROM NITRATE TREATMENT 4" PVC r4"SST LIT 1 VWP-PX-PID-207-00 ZONE D1 4"-FW-20701-AA01-N ~ F W-1 1547-AS01 -HT&I ~ 11
'1 Q:::>-1 N6 E E TK-102 N7 24"MANWAY I
I I I I I N2 I I I I D V-301 I I D I
,--------------- ------------L------------7 1 I r-------------- - ----- -------------------- -----,
~ ----- ---- ----- ---------------------- --- -----------------------7 I 1
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r.1 CT:>: I I VNSFS - - - - - - - BMCD I 1 I I 2" FLANGE : 2"SST I I I 1
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'f-L--l)o::J--1..___!2:..:"-!_Fw~-12;1s~4::.9-~A~so~1:.:.! .:..J.--------r:xx1-----V'\./'v- I ~ - - ~~ - - - - - - - - - - - - -
I V-305 I 1 TANK I BY I (BCMD) INJECTION SKID I (BMCD) I I TO INJECTION C I I > I BMCD-GWREMED-C102 C r,Arw~w~J ~ BMCD-GWREMED-C103 I I I I c*= I PRV-302 I SET AT XXX PSIG
==
1 - - - - - - - - l J ~ 1 - - - - - - - - - - - - - - - - - - - - - - - - - - . . J l : f c : . ; ~ J ' i L_ _ _ _ _ _ _ _-{!IB~M~c]o~-G~W~R[§EM&ijE~D8-cJ:1Q]o7:::> 4"x6" VNSFS -------r--- BMCD 0 B vi 90% DESIGN PRELIMINARY OR PERMIT SET, "' NOT FOR CONSTRUCTION, ;z GENERAL NOTES: RECORDING PURPOSES, ~
- 1. SEE FLAG NOTE 1 ON SHEET 1. 8 OR IMPLEMENTATION
@> SEE SHEET 2 FOR *** SAMPLE DETAIL .------------------ ----------Ii G
VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES ~ CT:> FLOW METER SIGNAL FROM BMCD INJ ECTI ON SKID SENT FOR IX HMI TO CONTROL FCV-302 . Ve OLIA 295 Bradley Blvd . Suite 300 Richland, WA 99352 www.nuclearsolutions.veolia .com 0 G:>, SIGNAL BASED ON TANK LEVEL TO CONTROL P-1 02. ~~~~~~:r~:~::~:~O C~:~~~=DE~R~!~~~i~i:~:f~~w":~f.~~Tlt.::*l!;ii~~~~~:~~N~:~!rN::::~T!r ~ SEE SHEET 1 FOR INTERLOCK LIST . A DWGNO TITLE REF NUMBER REFERENCES TITLE
. om F VFS-EPM-000-DWG-P-115 5 DRAWING TRACEABILITY LIST ,ev NEXT USED ON RE VIS IONS NONE 4 SHEET 0, 4 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES :
~
ACCESS FOR CLEAN BULK MATERIAL DELIVERIES . ACCESS FOR SPENT RESIN.
- 3. FOR PIPE SUPPORT DETAI LS SEE DRAWI NG F VFS-EPM -000-DWG-S-115. INSTALL PER SPECIF ICATION SECTION F
----~------- - __ _ -- --- 22 05 29
- HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT .
I SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING VFS--EPM -000-DWG-C-150. I I I E E
--- ---© I
I I r r, . I
...,__A-,--._1--- 1 D "" l BOLLARDG:> D TYP RIBBON BLENDER RB-301
_ I_ _ - I G$ ~~~~~-. ----~
,----1-_ INERT HOPPER HPR-302 ,-7 FORKLIFT : o*I (FOR REFERENCE) L_
C I C CENTRIFUGE I C-30 1 I _ I_ -
----© 1)
B IT:> 90% DESIGN 0 PRELIMINARY OR PERMIT SET, ~ NOT FOR CONSTRUCTION, ago~
------------ - -----© RECORDING PURPOSES, OR IMPLEMENTATION VEOLIA ~
(i) Ve O l IA NUCLEAR SOLUTIONS* FEOERA. L SERVICES 295 Bradley Blvd. Suite 300 Richland , WA 99352 www.nuclearsolut1ons.veolia.com S1: SPENT RESIN HANDLING - PLAN
- ~~~~~;;=~~:g:~~DC~[~i~~:J~/~~=~~~~i :~::~t~~~R~-~R~i~~~~=:;;~t~ ~r.:::~~::r ~
SCALE: 1/4" = 1'-0" A WESTERNAREATREATMENT
;;&,,---+c===--= ~~
'" FACILITY GEN. ARRANGEMEN O' 2' 4' 8' 12' SPENT RESIN HANDLING i'""'I -
1/4"= 1'-0" SCALE liiiiiiiiiiiiil FEET DWG NO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE REVISIONS F SCAl.E SHOWN VFS-EPM-000-DWG-G-120 EOT SHH'T 1 OF 1 c 8 7 6 5 4 3 2
8 7 6 5 4 3 2 GENERAL NOTES : 1 FOR PIPE SUPPORT DETAILS SEE DRAWING VFS-EPM-000-DWG-S-115. INSTALL PER SPECIF ICATION SECTION 22 05 29 - HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT. F @:::>- DRUM LIFT NOT SHOWN . F T,,. ,__ 8' E E ____ =t .Mezzanine_l.e~ 10'-6" \J V-314 I I I I D D I I I II I I II C II C I I 2"-SVW-12501 -AA0 1-N I-I j C-301 I I I HPR-302 \
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¢ I
RECORDING PURPOSES, i"' r--_ _ _ _o_R_1M_P_L_E_M_E_N_T_A_T_1o_N_ _ _------1 I s G-120 SECTION SCALE: 1/4"=1 '-0" (i) Ve OLIA VEOLIA NUCLEAR SOLUTIONS - FED. ERA. L SERVICES 295 Bradley Blvd. Suite 300 Richland , WA 99352 www.nuclearsolutions .veolia .com u.>ch
~
~~~~~::~ :~~:~:~D~~~~~~J~RA;i:e-~~::~:~::~e;:~~~R~ ~~~;1;;~~~:~N:::i:T~~ ~
A O' 2' 4' 8' 12' 1/4" = 1'-0" I-S- ----..;....i SCALE FEET DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON TITLE REFERENCES REVISIONS F SCALE AS SHOV\IN VFS-EPM-000-DWG-G-121 EDT SHEET 1 or 3 c 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES:
- 1. SEE DRAWING SHEET 1 FOR GENERAL NOTES.
F F cp E E ______ J_ ________ ________ __ _ I I 11 /2"-SWV-12511 -AA01-N I 1 1/2"-SWV-12510-AA0 1-N HPR-301 C-301 I D D C C MEZZANINE RAILS NOT SHOWN FOR CLARITY c SECTION LL G-120-1 SCALE: 1/2'=1 '-0" 0 B I (/) 90% DESIGN PRELIMINARY OR PERMIT SET, N NOT FOR CONSTRUCTION, 0 0 RECORDING PURPOSES, g
~
.------O_R_I_M_P_LE_M_E_N_T_A_T_IO_N_ _ _ _ ~
VEOLIA ff (i) VE O l IA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd . Suite 300 Richland , WA 99352 www.nuclearsolutions .veolia .com ~
.~;~~:~";;~;~~~*;~~~o'~~i~~~~.. :~i~:~'.::::.;:~,;,:~::~r~c:;:: :;;,:;';,n;;:.,:~~~~;i;g: :::~'~g" ~
A O' 1' 2' 4' 6' 1/2"=1'-0" !"'"'I M j.........j REF NUMBER TITLE SCALE FEET OWGNO TITLE DRAWI NG TRACEABILITY LIST NEXT USED ON REFERENCES f.--'-----------..__--'---'---"-------1
""==---i-,<:::---,,1 F VFS-EPM-000-DWG-G-121 A REVISIONS SCALE AS SHOVV'N EDT 9iEEl 2 C, 3 8 7 6 5 4 3 2
8 7 6 5 4 3 2
- 1. SEE DRAWING SHEET 1 FOR GENERAL NOTES F
F E T T E
, 1 2"-SVVV-12501 -AA01 -N I
I 1 1/2"-SVVV-12510-AA0 1-N D D HPR-301 I I C C CONNECTION TO H-301 , 2" PROCESS OUTLET IL B 0 MEZZANINE RAILS , DRUM LIFT , AND FORKLIFT NOT SHOWN FOR CLARITY 1li 90% DESIGN D SECTION PRELIMINARY OR PERMIT SET, "'
~
G-120-1 SCALE: 1/2"* 1'-0" NOT FOR CONSTRUCTION, RECORDING PURPOSES, ~ r--_ _ _ _O_R_IM_P_L_E_M_E_N_T_A_T_IO_N _ _ _ _---1 i (i) Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES VEOLIA 295 Bradley Blvd . Suite 300 Ri chland, WA 99352 www.nuclearsolutions.veolia .com ~
~
- .~~
- ,:,*,:.~;~ :::~:::::;~,';:;;~~::::.:~::.\;~/:,'.".,;~~:~'::~::-.::.=:~*:.:;,~~~::~~.,:;::;-g:::;;::;:~': ~
A 0' 1' 2' 4' 6' 1/2" = 1'-0" l"""'I W - ---.........i RE F NUMBER TITLE SCALE FEET DWG NO TITLE DRAWING TRACEABI LITY LI ST NEXT USED ON REFERENCES REVISIONS F VFS-EP M-000-DWG-G-121 A SC).LE AS SHOVVN EDT SMEE'T 3 Of 3 8 7 6 5 4 3 2
8 7 6 5 4 3 2 TK-303 TK-302 P-301 P-302 HPR-301 EXCESS WATER C-301 P-303 SLUICE WATER EXCESS OUTLET PUMP VESSEL REFILL TANK CENTRIFUGE SLUICE PUMP TANK WATER PUMP HOPPER P-305 550 GAL RB-301 HPR-302 550 GAL 150 GAL SLUICE PUMP RIBBON BLENDER INERT HOPPER RESIN PROCESS AREA F 'liv~F~------------------------------------------------------------------------7 F 1-~ I I >--"./'v'V"v-C HOSE / NOZZLE FOR RI NSING RESIN DRUMS I I I I ~---< 1"-SVW-12508-AA01 -N I I I
,----------------,-+-; H--T---+- I 1 ----7 I I FRESH RESIN 2" I HPR-301
--- 1 1/2"-SVW-12510-AA01-N I PROCESS WATER P-500 SHEET 1 2"-SVW-12505-AA01-N 1 1 112*x1 114* ,..,.......,..,.,.......,,....,......,, I ZONE C4 NC I 11/2"-SVW-1 2511-AA01-N N C-301 ~...LL,._____"-'-'>~ I I V-311 I I CT:>- V-313 E 'T 6" KNI I
~ ~ ~ I E J ~
FROM CMPR-400 VAL le:IP-4~02QO]:SB]HE~EIT}1=>)-----?I~ TK-302 ZONE E2 r@> T 2"-SVW-12509-AA01-N V-320 314" H-306 SPARGER V-327 V-322 CONNECTION 2" I D 2" I D I DIAPHRAGM PUMP DETAIL B --6-- p s
- "";t';: HPR-302 I
I I 1~1 I -=::}--J.32s I 2" 10"KNIFEVALVE _s.,q= t _J I TK-303 I I I I SPENT VESSEL I I NOTE : FOR IA ON P-305 SEE P-400
~-----R-B_-~3-0-1-----~~ I C I
-==::::}-V-3 19 I
I C 8" KNIFE VALVE _/T I V-318 I I 2" I I TO URANIUl.1 IX I C:£P}-1j]1s~s:B]HE[!EITJ1l -- -- -- -- - - -~2~"-.:!_SVW'!!'!:_-::i__;1~5:' ZONE E1 2 !:01~-AA~o:i__:1-~N- - - - - - - - -- -- - - - - - - - - - - ---<j 3~11 l -- - --L~- - - ----H--., I CV-301 SOLIDS DRUM I I I I u.. 0 B I I I L _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -OO~DESIGN U) PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, GENERAL NOTES: RECORDING PURPOSES, [I:>-- HIGH ALARM PUMP OUT TK-303 (OPERATOR ACTION) . OR IMPLEMENTATION
@:> OPERATIONS IN THE RESIN PROCESS AREA ARE CONTROLLED LOCALLY.
LONG RADIUS FITTINGS TO BE USED FOR LINES CARRYING RESIN . PORT FOR MANUAL ADDITION OF SAMPLE PURGE WATER. ADD CLEAR SECTION TO PIPE WORK FOR OBSERVATION OF A SLUICING PROCESS. REFER TO DIAPHRAGM PUMP DETAIL FOR INSTRUMENT AIR SUPPLY TO P-302 AND P-305. REF NUMBER TITLE DWGNO TITLE REFERENCES VFS-EPM-000-DWG-P-125 5 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SHEE1 1 "'1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES: 1, SEE VFS-EPM-000-DWG-S-101 FOR NOTES , ABBREVIATIONS AND SCHEDULE. f_>- REMOVABLE RAILING SECTION FOR DRUM DUMPER OPERATION . F E> REMOVABLE RAILING FOR FORK LIFT/PALLET PLACEMENT. F
----.:.-----~ c )
I i I E E _____ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ _ _
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- - - - ~ - - - - - - - - - - - -~ - - - - - - - - - - - - - J_ - - - ~ 7 )--1 I I *~-
B MEZZANINE - PLAN PRELIMINARY OR PERMIT SET. ~
"9.----~
SCALE: 1/4" = 1'-0" 1/4" - 1'-0" 0' 2' 4' 8' 12' NOT FOR CONSTRUCTION, ~ SCALE FEET ~ RECORDING PURPOSES OR IMPLEMENTATION q
- a;
,--------------------------1 VEOLIA
~
Ci)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Su~e 300 Richland, WA 99352 www.nuclearsolutions.veolia .com ~
- ~=~~:;~:!~~;~::~~o~~~~~;i:0~11A~,~~~;~~~~r~;~:-;:~~;-~ ~-~;R~is~ii~~~E~~:~Jtg;::;Jt~gR ~
A REF NUMBER TITLE DWGNO TITLE REFERENCES F VFS-EPM-000-DWG-S-120 DRAWING TRAC EABILITY LIST NEXT USED ON REVISIONS SHOWN SHEET 1 Of 5 8 7 6 5 4 3 2
--1-*
8 7 6 5 4 3 2 NOTES:
<',.. 1. SEE VFS-EPM-000-DWG -S-101 FOR NOTES , ABBREVIATIONS AND
- r--;r SCHEDULE.
- 2. SEE VFS-EPM-000-DWG-S-110-1 FOR BASE PLATE LOCATIONS F 3. ALL BRACES ARE L3x3x1/4. SEE DETAILS ON SH 5 FOR ANGLE.
F
- 4. SEE VFS-EPM-000-DWG-G-120 AND -1 30 FOR PIPE SUPPORT LOCATIONS.
.-f, .-f, 5. SEE SHEET 5 FOR ALL CONNECTION DETAILS.
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X' '<'"" X'
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~
I I 7'-1 3/4" 5'-6 3/4" 6'-6 3/4" 3'-11 3/4"
- I, ct. ct. 't. u..
0 B iJi MEZZANINE FRAMING DETAIL TOS +10'-6" PRELIMINARY OR PERMIT SET_ S-120-1 SCALE: 1"=1'-0" NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION A A O' 6" 1' 2' 3' 1" = 1'-0 " ~ - - - - - - SCALE FEET SHOWN SI-IEET 2 o~ 5 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES:
- 1. SEE VFS-EPM-000-0WG-S-101 FOR NOTES , ABBREVIATIONS AND SCHEDULE.
F F T OPPS:12t~ 4 ~~..,......__ p+ F S- ~ S-120-4 E I E I b_J y 14'-2" RUN 17 EQUAL SPACES S-120-4 MEZZANINE LEVEL TOD 10'-7 1/2" TOS 10'-7" MEZZANINE Cl. D r~
, o _______----, D C
C L GROUND FLOOR TDC 0'-0" 2 STAIR DETAIL RISE AND RUN DETAIL S-120-1 SCALE : 3/4" =1 '-{)" SCALE : 3/4" = 1'-0"
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B 0 I V) 0 N PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, ~
~
RECORDING PURPOSES OR IMPLEMENTATION q
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.--------------------------i VEOLIA i
NUCLEAR SOLUTIONS FEDERAL SERVICES Ve O l I A 295 Bradley Blvd. Surte 300 Richland, WA 99352 WNW nuclearsolutions veol1a.com TIIEOOCUMENTDAT,....,_O..,FOP.IAA.TIONCONT,.,INEOT1" EUINARE CONFIOENTi-oLAN'.l PROPRIE'l'ARYTOKU RICJ.lt/CNEllH ERTHIS00CUtJIENTNORANVDAT._Ol NFORW.TION ntEREIN lilAV BE i>ROOUCm USED RH EASED OR OlSCLOSEO IN WHOLE 0111 IN PJ Af v.ffilOUT TIIE EXPRESSED MITTEN CO,SENT Of" 1tuo:::w,1 NC iJ
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A NAME ~" CIMARRON
~t~::====: :::::_~t_l - - - -~PU~M'.'._'P~ .'. A~ND:._T'_.':'R~EA~T_:'S_:,:_:YS~T:'.EM~P::_i:R~O:'_'=JE"::'_CT
_'___~ A WESTERN AREA TREATMENT 1-'=-""-'-"--- ~-----s;;. FAC. SPENT RESIN HANDLING MEZZANINE - STAIR DETAILS SHOWN ' mr SHEET 3 OF 5 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES:
- 1. SEE VFS-EPM-000-D WG-S-101 FOR NOTES , ABBREVIATIONS AND f SCHEDULE.
F F I 0
~
5
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CLEARANCE FROM 0 OBSTRUCTIONS LIMITS /
/
VERTICAL ___j w o:: GUIDE LINE I ~ () _/ ' _,,---- _ 1 1/2" DIA SCH 40 PIPE RAILS, TYP io r~ 1 1/4" DIASCH40 HANDRAIL
..,, *' - 1/2" SQUARE STEEL f- / BARAT4"C/C E i E
1 1/2" DIA SCH 40 PIPE POST, LOCAT~Pc°:~T AS SHOWN ON PLA B'--0" CIC MAX SPACING TOD 4"x1/4" TOEBOARD, WELD
-.._/ / TO POSTS , 1/4" ABOVE TOD
_/ \ TOP OF DECK _ TREAD
. . *r,.
11"MAX B"MIN I TREADS , TYP - TYP, FIELD OR SHOP -31*1* s- 1,G.... *, I I
~~ I ,~ ~~~LD l~ ,
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D TOCOR GRADE _ NOSING LI NE STRINGER PER PLAN N ER 7== WPER PLAN D
@SECTION S~20-3 SCALE: 1"=1 '-0" NOTE:
- 1. METAL TR EAD STAIR (AT FINISHED FLOOR).
1 1/Z" DIA SCH 40 PIPE RAILS , TYP C C I 1'-9"DIA
- -i-----i-r- / SPHERE 1 1/2" DIA SCH 40
~
__.,,'/ PIPE POST, LOCpA0\E/g:~T
"' / AS SHOWN ON B'-O" CIC MAX SPACING 4"x1 /4" TOEBOARD , WELD
/ TO POSTS , 1/4" ABOVE TOD
~ m 3/16 l 4 >
UJ 0:: u.. 0 B (2) 3/4" DIA BOLTS , TYP EACH LEG PRELIMINARY OR PERMIT SET. CHANNEL 3 1/2"x31/2"x1 /4"x6" NOT FOR CONSTRUCTIO ~R IMPLEMENTATION PER PLAN LONG PLATE WITH (2) 5/8" DIA SO LTS , TYP RECORDING PURPOSES SECTION SECTION D S-120-2, 3 SC ALE* 1"=1'--0" E20-3 S-1 SCALE: 1"=1'--0" A REF NUMBER TITLE TITLE REFER EN CES BY DWG NODRAWING TRACEABI LITY LI ST NEXT USED ON REVISIONS SCAtE SHOWN 8 7 6 5 4 3
8 7 6 5 4 3 2 NOTES:
- 1. SEE VFS-EPM-000-DWG-S-101 FOR NOTES , ABBREVIATIONS AND SCHEDULE.
F F
~
1 SUPPORTE D ' NUMBER OF 314" ~ 3/16 BEAM SIZE DIA BOLTS W8 W10 W12 3 I W14 3 -, .., --
- 1/2"x3 1/2" PLATE W16 W18 4
5
' - 1/2"x3 1/2" PLATE DEG 8 I a I
b li NOTES
~~ 1/2"------,' W21 ' - 1/2" - NUMBER DF BOLTS 3.4-36 7 1/2" 15 1/2" 6 I PER TABLE ,
\_ NUMBER OF BOLTS W24 7 I "j ,, 11/2" 013/16" HOLES 21-22 8" 20" I PER TABLE, W36 10 ~ - TYP 15-16 IHORIZONTAL LEG E
11 ,2" TYP ____,__ I 013116" HOLES i I HSS COLUMN
~ 33,355 I 8" 9" i 31" 16" BOTTOM E
BEAM CONNECTION, TYP BEAM TO COLUMN CONNECTION , TYP BRACE TO BASE PLATE CONNECTION SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" COLUMN(j_
~ T'"
l-,:T17,------===1 I TOS I BEAM I I W10 W10 W10 I DEG 8 21.6 29 33 I I a 21.5 13.25 I 11 .25 b 6.5 7.0 8.0 C 1.5 1.5 1.5 I d 0.75 1.0 1.5 e 71/2" 8" 8" f 71/2" 8" 8" NOTES I W10 35 i 11.5 9.5 1.5 2.25 9" 9" D 1 W12 15.5 32.75 6.5 2.75 0.75 9" 9" r W 12 34-35 12.5 11.0 D rw12 t- 36
~
11.25 11.0 1.5 1.5 3.0 3.0 9" 9" 9" 9" NOTES :
- 1. THE PURPOSE OF THE WHITMORE STRESS BLDCK IS TO ENSURE A PLASTIC HINGE WI LL FORM IN THE BRACE CONNECTION GUSSET PLATE DURING AN EXTREME SEISMIC EVENT. IN ORDER TO ACHIEVE THIS , NO ELEMENTS MAY BE ATTACHED TO THE GUSSET PLATE WITH IN THE WHITMORE STRESS BLOCK.
- 2. THE WORK POINT TO WORK POINT DISTANCE FOR SPECIAL CONCENTRIC BRACED FRAME BP1 - BASE PLATE DETAIL CONNECTIONS SHALL BE ESTABLISHED BY ENSURING THAT THE VERTEXES OF THE SCALE : 3/4" = 1'-0" TRIANGLES SHOWN ON THE DETAIL ARE COINCIDENT WITH ADJACENT MEMBERS.
NOTE :
- 3. IF THE VERTEX OF A STRESS BLOCK DOES NOT COINCIDE WITH A COLUMN , A STIFFENER
- 1. BASE PLATE DIMENSION SHALL ACCOMMODATE PLATE SHALL BE PROVIDED THAT EXTENDS FROM THE VERTEX OF THE WHITMORE STRESS BRACE CONNECTOR PLATE LENG TH.
BLOCK TO THE ADJACENT COLUMN WEB AND FLANGES .
- 2. SEE VFS-EPM-OOO-DWG-S-110-01 FOR BP1 LOCATIONS. BRACE TO BEAM/COLUMN CONNECTION - TYP 4. UNO , USE AWS 01 .1 FOR MINIMUM WELD REQUIREMENTS.
SCALE: 1" = 1'-0"
- 5. UNO , USE AI SC 14TH EDITION FOR MINIMUM EDGE MARGINS.
C C B 0 PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, i N
.-R-E_c_o_R_o_,N_G_P_u_R_Po_s_E_s_o_R_,M_P_L_e_M_E_N_r_A_:r_,o_N-----1 I (i) Ve O LI A NUCLEAR SOLUTIONS - FEDERAL SERVICES VEOLIA 295 Bradley Blvd . Suije 300 Richland , WA 99352 www.nuclearsolutions.veolia.com ~
~~~~~:~=~ ~::~ou~o~~~~~~~~*~~g::~E~:~~~~~=~~~~~- ~-r~~~~~~:~gi ~.:::~ L A CIMARRON r - - - - - - - - - - -- - - - ----1 A PUMP AND TREAT SYSTEM PROJECT
. - - - + '=---:c:;;..i WESTERN AREA TREATMENT j-=--=="'-'-"'-- - - + = -~ FAC. SPENT RESIN HANDLING MEZZANINE - FRAME DETAILS DWG NO TIT LE DRAWING TRACEAB ILITY LI ST REF NUMBER NEXT USED ON REFER ENC ES TITL E
- ~ - - - - - - - -REVISIONS - - ~ ~ - ~ - ~ - --1 1==--+=----,IF. ,.,., VFS-EPM-000-DWG-S-120 8 SHOWN ~£El 5 or 5 8 7 6 5 4 3 2
8 7 6 5 4 3 2 PHOSPHORIC ACID DRUM FILTER POLYMER GENERAL NOTES OOSING PUMPS SYSTEM IT:>- ACCESS TO FILTER PRESS.
- 2. FOR PIPE SUPPORT DETAILS SEE DRAWING W/T-EPM-000-DWG-M-601 -00.
F F 0 [I:>- SEE BOLLARD DETAIL 3, ON SHEET 1, DRAWING 18 I fl 1§] VFS-EPM-000-DWG-C-150. I --, 0 SAFETY SHOWER AND EYE WASH I II 8-1250 THICKEN ER BLOWER WITH SOUND ENCLOSURE I E
©-- -
0 E 0 0 OD I r--, 0 - - - - - - - -------t-- ________ I ____ _ I D 0 0 D FP-1301 FILTER PRESS A G-141 Q:::> I I lo 0 I 0 0 I I I I I C 0 0 cb I I C I I I I I I 0 0 0 0 0 0 cb cb 0 TK-2000 METHANOL TANK
~
B 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION BIODENITRIFICATION AND SOLIDS HANDLING PLAN SCALE: 3/16": 1 '-0" A CIMARRON
~:?[~:~====t=~~~~1---....:.P~U'.'.:'.M'.'.:_P~A~ND::...'_'TR~E:'.:A~T~SY_::S:_:T_:E~M_'.:P_'.2RO~J::E:'.:'.C.:._T_ _ ---l A WESTERN AREA TREATMENT
~~----1-"=---=~71' " FACILITY BIODENITRIFICATION O' 2' 4' 8' 12' 16' AND SOLIDS HANDLING PLAN P-1 3/16: 1'-0" SCALE liiiiiiiiiiil FEET DWGNO TITLE DRAWING TRACEABILITY LIST REF NUMBER NEXT USED ON REFERENCES TITLE
~ _ L_ _ _ _ _ _ _ R_E_V-IS-10-N-:-
S-'--__J'---'---"'-- --, b==--+-=-- F """'° VFS-EPM-DWG-G-140 C SCALE SHOVVN SHEET 1 "' 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 NOTES: 1 SEE DRAWING VFS-EPM-000-DWG-G -140 FOR GENERAL NOTES. T T 2 5 F F T TK-1250 E E
------- ~ -- - - -- -
. Lµ MBBR CARBON DOSING PUMPS l I D D A SECTION G- 140 SCALE: 3116"=1 '-0" H G C C u.
0 B 90% DESIGN PRELIMINARY OR PERMIT SET, NOT FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION A B SECTION G-140 SCALE: 3/16=1 '-O ' WESTERN AREA TREATMENT FAC. BIODENITRIFICATION & O' 2' 4' 8' 12' 16' I'=--="""--'-='-------+--='---='" SOLIDS HANDLING SECTIONS 3116 = 1'-0" l""l ---s-1 REF NUMBER TITLE SCALE FEET DWG NO TITLE REFERENCES F VFS-EPM-000-DWG-G-141 DRAWING TRACEABILITY LIST NEXT USED ON REVISIONS SCALE SHOWN EOT Sl-iEE1 1 C#' 1 8 7 6 5 4 3 2
8 7 6 5 4 3 2 F BIODENITRlFICATION TREATMANTSYSTEM _ _ _ __ ALLEN -BRADLEY FLEX 1,0 24VOCPOVVER ETHERNET S\MTCH E TESYS U TESYS U TESYS U TESYS U TESYS U TESYS U TESYS U STARTER STARTER I STARTER STARTER STARTER STARTER STARTER A-1255 I A-2300 I B-1250 P-1215 P-1225 P-1276 I U- 1255 SLUDGE THICKENER PERLITE THICKENER/ TREATED WATER BACKWASH AREA SLUDGE EXISTING RAKE TANK MIXER MBBR BLO\I\IER SU-.AP PL.N P SLMPP~P SUMP Pl.MP THICKENER RAKE PLANT PLC LIFT (BY OTHERS) POWERFLEX VFO i":~R, VFD POVVERFL EX VFD l I POVvERFLEX VFD A-1055A A-10556 A-1 105 A-1155 P-1005 L _J MBBR MBBR MBBR FLOCCULAllON TRANSFER TANK 1A TANK 18 TANK2 TANK MIXER PlNP MIXER MIXER MIXER D C B I (/) PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION LEGEND: A ----- HARO W RED CIMARRON PUMP AND TREAT SYSTEM PROJECT
----- ETHERNET(CAT5e) ~ FIBER OPTIC CABLE SYSTEM ARCHITECTUTRE REF NUMBER TITLE DWGNO TITLE REFERENCES DRAWI NG TRACEABILITY LIST NEXT USED ON !lCALC NONE SHEEl 1
I I - 8 7 i 6 5 ! 4 3 ! 2 1 I I I I II F F 60' E 50' - - E 40' 30'- - D NOTE 1 BYPASS D I
-i EL. 23'-6" EL 20'-0"
- EL 2Cl':__1_0" = -i
- - -EL. 20'- 10" STANDPIPE r-,.
20'- - EL. 19'-3 wl r FROM URANIUM IX
~ - EL. 18'-9" ~L 18'-9" TREATMENT SYSTEM
- I _ :~ 1,9/:., -
~17'-6" ~ I -
0 I I I I I EL. 15'-6"
- I t-10'- - I I I I
u I I I NOTE2 I EL 4'-10" - EL. 4'-0 1/2"
~
I I I I 1 EL. 3'-0" .I IJ C NOTE 3 EL.1'-6" ~ EL. 1'-10 318" I, r-1,w _ O' t I EL.
- I ---+, C
- TK-2020 BUFFER TANK P-1005 TK -1050.A MBBR TANK 1A TK-10508 MBBR TANK 16 TK -1100 MBBR TANK 2 TK-1'150 FLOCCULATION TANK F- 1200 Ii l I i
I I l' I I I I1 ____!_ TRANSFER PUMP
- 12' 0 X 20- H 13' 0 X 22' H 13'0x22'H 13' 0 X 22* H 7'0 x?' H DRUM FILTER A
- I i
-- -10' --
SP-1210 SP-1220 - - TREATED WASTEWATER BACKWASH SUMP SUMP
-20' ---- ~
LL B 0 ili
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PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION
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VEOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES G)veOLIA 295 Bradley Blvd Suile 300 Rich land WA 99352 www. nuclearsolutions.veo!ia.com i)-,f nocu~iurr ~i""-"'-'-ii'.l NfCOU'.ATICI,! ColNTJ..L\Et: TW-:tEl!./t.RE co1,mnENiW :.t.D F>RD?R l!'iA..~YT,'.l ~;;RICf,J Plr.. NElfH U I TIiis DC::.\Jl.1£!sT 'IC!I ~" MTAOII
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---- ---*-- -- ---- -- S. HERRON PROFILE I
D REVISED 6 " PAD@ ORUM FILTER 10f2i19 P.D S .H
--~~~::::r_- -~-~~ -=-=-----~-.
PR"tOJC\.T (!i~tCII-
- s. WATENPOOL
--~ - ~*1:.>*11** ~---;....~
--- VWT NOTE .
- 1. BYPASS LINE SHOWN ELEVATED FOR CLARITY. TRUE ELEVATION OF BYPASS LINE 22'-0'. I ------
C REVISED 6" PAO@ TANKS 913!18 P.D S.H _:~---- ~ ---------- I 3 2" BACKWASH LINE SHOWN ELEVATED FOFi CLARIT"Y. TRUE ELEVATION OF BACKWASH LINE 4'--0 1!:!N ASSUME 6" TANK PADS DWGNO
----- TITLE DRAVvlNG TRACEABILITY LIST REF NUMBER I REFERENCES TITLE
---- MF!)
RA~\:~ 0!.'SCf!l/'TIGN o,m f.!it~~ / /
/ " / nw.?~t~.
=~_,-,, 0 ,.,-,- - /:-~:,] F,_.~,c ~ -EPM-OOQ-OWG-M-501-QQ__I i5 NEXT USED ON REVISIONS 3116"=1 '-Q" I
/ !CM~
I"' Stiff" ,::o I 8 7 I 6 5 t 4 3 I 2 1 I I J
8 7 6 5 4 3 2 F F
, EL.VARIES EL. VARIES EL. VA RIES 10" P IPE MAX. 12" PIPE MAX 18" PIPE MAX E E PL 1/~"x 3"x 3**
BASEPLATE, DETAIL 1 WI 5/80 ROD NOTE4 D D 1'-0" 10" 4Y:," TYP. I C 1 T7 I T7 ~ 112" DIA. HOLE 518" C
+-t-+
ADHESIVE ANCHOR MIN.
-- LJ_J - L_I__J EMB'NTT DEPTH 4-1 12" 5/8"; DIA . HOLE FOR 1;2*
ANCHOR SOLT PR OJECTION
+ 11116" DIA. HOLE SHALL ACCOUNT FOR VARYING GROUT T HICKNESS
{TYP. 4) 11/16" DIA 7/8" DIA. HOLE 3/4" PL 5/8" THK 5/8" ADHESIVE ANCHOR HOLE 5i8 ADHESIVE ANCHOR M IN . EMB 'NTT DEPTH 5-5/8' ADHESIVE ANCHOR PL3/4 "THK PL 51B" THK MIN. EMBEDMENT DEPTH 5-518" MIN . EMB'NTT DEPTH 6-3/4" BASEPLATE DETAIL 1 BASEPLATE DETAIL 2 BASEPLATE DETAIL 3 BASEPLATE DETAIL 4 4" ATTACHMENT 6 ATTACHMENT 8" ATTACHMENT 3" ATTACHMENT MAT'L C.S MAT'L C.S. MAT'L C.S MAT'L C.S. B I
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PRELIMINARY OR PERMIT SET. NOT FOR CONSTRUCTION , RECORDING PURPOSES OR IMPLEMENTATION NOTES 2. U-BOLTS SIZED BY NOMINAL PIPE DIA METER . INS TALLED W/ NUT TOP AN D BOTTOM. LEAVE 1/16" CLEARANCE ALL AROUND PIPE EXCEPT AS NOTED. MATERIAL TO GE PLATED. C.S. ALL WELDS EXCEPT AS NOTED TO BE FIELD WE L D ALL AROUND . G) Ve O LI A NUCLEAR SOLUTIONS - FEDER.AL SERVICES 295 Bradle y Blvd. Suite 300 Richland, W.t:,,, 99352 www .nuclearsolubons.veolia.com ~ VEOLIA
- 3. FOR BLOCK WALL USE THROUGH BOLTS AS SHOWN IN DETAIL PS-5. FOR CONCRETE WALL USE ADHESIVE ANCHORS AS SHOWN IN TYP ICAL BASEPLATE DETAILS. . ,. r>:.. 1.6 *""'01(111',MTI;;,r., t0t,l.;1'-ltt; 1'><\tl!(l**> l! i ~"'D("ll~~ ~>ll)<>ito<>1r<'IY l"J ~* IN~.* 1>1$ c-,:,e.., NT "°'1/o>NO. -** on
- 4. EMBEDMENT DEPTH DOES NOT INCLUDE GROUT THICKNESS . MAINTAIN (51 BOLT DIAMETERS FOR MINIMUM EDGE DISTANCE
....... ~l!W' )NT>l!l*E'
- IIE~ltt>l'LCE(! VUIO 1<n~.o,;rnc,;,; o, 1cLoua u,n-,...,,1.r.o~t>:P,Wl. ,MTH,)U'l l">E,PA- h'lfll e,: ..,10,ro, ~ll'HON ,,-'<:.
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6 FLOOR MOUNTED BASEPLATES SHALL BE DRY PACKED WITH NON-METALIC , NON-SHR INK GROUT. A 5 ALL SUPPORT MATERIALS TO BE HO T DIPPED GALVANIZED. ALL ANCHOR BOLTS TO BE STAINLESS STEEL CIMARRON 6 7. ALL PIPE SUPPORTS HARDWARE AND ANCHOR BOLTS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. AREAS WHERE BUILDING STRUCTURAL STEEL MEMBERS CANNOT BE USED TO SUPPORT PIPE , THE MECHANICAL CONTRACTOR SHA LL SUPPLY AND
~~~:::===~;.~~~~l----..'.:P.'.:Ul"."JP::_,A::,:N:'.':'.D'....'T.'.'.R::'.EA~T_::S:2._YS~T-=E~M..'.:P'.'.:RO~J'..:E~CT:.___ __j A INSTALL CROSS BEA MS TO ALLOW FOR PROPER SUPPORT SPACING . PIPE SUPPORT DETAILS
- 8. REFERENCE 30 MODEL C IMARRON 5600219026 10-28-2019.
REF NUMBER TITLE OWGNO TIT LE REFERENCES DRAWING TRACE.~BILITY LIST NEXT USED ON REVISIONS 8 7 6 5 4 3
r- 8 I 7 I 6 I 5 i 4 I 3 I 2 I 1 -n I I F VWT Drawing Index F TITLE VNSFS Drawing Number \/WT Drawing Number DRAWING INDEX VWT-E PM-000-DWG-P-000-00 5600219026-VWP-PX-LST-P000-00 LEGEND SHEET (1 OF 4) VWT-EPM-000-DWG-P-001 -00 5600219026-VVVP-PX-PID-P001-00 LEGEND SHEET (2 - OF 4) VWT-E PM-000-DWG-P-002-00 5600219026-VWP-PX-PID-P002-00 LEGEND SHEET (3 OF 4) VWT-EPM-000-DWG-P-003-00 5600219026-VWP-PX-PID-P003-00 LEGEND SHEET (4 OF 4) VWT-EPM-000-DWG-P-004-00 5600219026-VWP-PX-PID-P004-00 PFDs E E BIODENITRIFICATION TREATMENT SYSTEM VWT-EPM-000-DWG-P-100-00 5600219026-VWP-PX-PFD-P100-00 SOLIDS HANDLING SYSTEM VWT-EPM-000-DWG-P-101-00 56002 19026-VWP-PX-PFD-P 101-00 MASS BALANCE MASS BALANCE - PROCESS MASS BALANCE - CHEMICALS VWT-EPM-000-DWG-P-120-00 VWT-EPM-000-DWG-P-12 1-00 5600219026-VWP-PX-PFD-P 120-00 5600219026-VWP-PX-PFD-P 121-00 - P&/Ds - BIODENffRIFICA TION TREATMENT SYSTEM BUFFER TANK AND TRANSFER PUMP VWT-EPM-000-DWG-P-200-00 5600219026-VWP-PX-PID-P200-00 MBBR REACTOR 1A AND 1B VWT-EPM-000-DWG-P-201-00 5600219026-VVVP-PX-PID-P201-00 D D METHANOL STORAGE TANK AND DOSING PUMP VWT-EPM-000-DWG-P-400-00 5600219026-VWP-PX-PID-P400-00 MICRONUTRIENTS DOSING PUMP VWT-EPM-000-DWG-P-401-00 5600219026-VWP-PX-PID-P401-00 PHOSPHORIC ACID DOSING PUMP VWT-E PM-000-DWG-P-402-00 56002 19026-VWP-PX-PID-P402-00 MBBR REACTOR 2 VWT-EPM-000-DWG-P-203-00 5600219026-VWP-PX-PID-P203-00 FLOCCULATION TANK DRUM FILTER DRUM FILTER EMULSION POLYMER SYSTEM VWT-EPM-000-DWG-P-204-00 VWT-E PM-000-DWG-P-206-00 VWT-EPM-000-DWG-P-405-00 5600219026-VWP-PX-PID-P204-00 56002 19026-VWP-PX-PID-P206-00 5600219026-VWP-PX-PID-P405-00 TREATED WATER SUMP AND PUMP VWT-EPM-000-DWG-P-207-00 56002 19026-VWP-PX-PID-P207-00 C P&/Ds - SOLIDS HANDLING SYSTEM C BACKWASH SUMP AND PUMP VWT-E PM-000-DWG-P-210-00 56002 19026-VWP-PX-PID-P210-00 SLUDGE THICKENER AND FILTER PRESS FEED PUMP VWT-EPM-000-DWG-P-211-00 5600219026-VWP-PX-PID-P211-00 FERRIC CHLORIDE DOSING PUMP VWT-E PM-000-DWG-P-404-00 5600219026-VWP-PX-PID-P404-00 SLUDGE THICKENER EMULSION POLYMER SYSTEM VWT-E PM-000-DWG-P-406-00 5600219026-VWP-PX-PID-P406-00 SLUDGE THICKENER/MBBR BLOWER VWT-EPM-000-DWG-P-213-00 5600219026-VWP-PX-PID-P213-00 - FILTER PRESS VWT-EPM-000-DWG-P-214-00 5600219026-VWP-PX-PID-P214-00 AREA SUMP AND PUMP VWT-EPM-000-DWG-P-215-00 5600219026-VWP-PX-PID-P215-00 ,-- irio F-- UTILITIES - LL 0 B INSTRUMENT AIR HEADER VWT-E PM-000-DWG-P-300-00 5600219026-VVVP-PX-PID-P300-00 I
.!!L SERVICE WATER HEADER VWT-E PM-000-DW G-P-301-00 5600219026-VWP-PX-PID-P301 -00 PRELIMINARY OR PERMIT SET. '
!~
NOT FOR CONSTRUCTION, ~
~
RECORDING PURPOSES OR IMPLEMENTATIO N (i) v e O LI A ;~- VEOLIA NUCLEAR SOLUTIONS_ FEDERAL SERVICES 295 Bradley Blvd. Suite 300 0 Richland , WA 99352 z www.nuclearsolutmns.veolia.com Tl-ff [',){"l*V.ENT [',A'?A At<D t-lfC<RV>.TICN C,)l,!T'll~[O r,;£f1EN AP,ECO:-!flCIENll'IL ,vir. PRC'?!l lH ... I'!' TO (I/RION INC, t.Effiff'I Thi!. i'.n,~jMENI t10R "')J'!' o.i.n, OFi
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PA~i CIMARRON C ISSUE FOR DES IGN 10/31 /19
~,,. s ~f,"Jt,'~
PUMP AND TREAT SYSTEM PROJECT A 6 ISSUE FOR DES IGN 8i1E!19 ~ ,~~-~E~~ R~N
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t-1",~ DRAWING INDEX rr S WATENPOOL A ISSUE FOR DES IGN 8!5i19
~
I RE F NUMBER I ,.,.., ------ FI ps
\W't
TITLE
~
OfSCR IPir;m I I DWGNO I TITLE I REFERENCES onm,1..11u1110~r1
------ VWT-EPM-OOO-DWG-P-000-00 I/
D,>.H I DRAWING TRACEAB ILITY LIST I NEXT USED ON REV ISIONS SC~lE NONE I EDT I :;11~e:* 1 "1 I L - 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1 _J
n I 8 PRIMARY ELEMENT SYMBOLS (FLOW) I 7 I ACTUATOR SYMBOLS 6 I PRESSURE RELIEF DEVICES 5
' 4 GENERAL INSTRUMENT SYMBOLS I
SHARED 3 I 2 GENERAL NOTES I 1 I
------- - ------------------------ RUPTURE DISC OR PROGAl/lMABLE
~
DISCRETE DISPLAY T MANUAL OPERATOR SAFETY HEAD FOR LOCATION/ACCESSIBILITY INSTRUMENTS AND CONTROL LOGIC PRESSURE RELIEF CONTROL (EXPLOSION PANEL) (DCS) F 0 TH ER MOWELL f DIAPHRAGM RUPTURE DISC OR F
~
SAFETf HEAD FOR FIELD MOUNTED
--0--
MAGNETI C VACUUM RELIEF
--ID-- TURBINE OR PROPELLER
?
PRESSURE BALANCED DIAPHRAGM (EXPLOS ION PANEL) 1. FIELD OR LOCALL'i' MOUNTED.
- 2. ACCESSIBLE TO AN OPERATOR AT DEVICE.
0 1r-- PRESSURE RELIEF OR SAFETY VALVE PR IMARY LOCAT IOf\l NORMALLY ACCESSIBLE TO AN OPERATOR
----§- ULTRASONIC CYLINDERi PISTON
----G----
VORTEX PILOT TUBE r MOTOR OPERATED
~
VACUUM RELIEF VALVE PRESSURE AND RELIEF
- 1. CENTRAL OR MAIN CONTROL ROOM
- 2. FRONT OF MAIN CONTRO L OR CONSOLE MOUNTED
- 3. VISIBLE ON VIDEO DISPLAY
- 4. ACCESS IBLE TO AN OPERATOR AT DEVICE OR CONSOLE 8 a ~
f--
---4--- VALVE OR CONSERVATION VENT VALVE PR IMARY LOCATION NORMALLY INACCESSIBLE TO AN OPERATOR
-----ill- AVERAG ING PILOT TUBE ELECTRO -HYDRAULIC E
----N-
-{:::1-----
CORIOU~ FLOW NOZZLE i SIN GLE SOLENOID
~
PILOT OPERATED RELIEF VALVE WITH REMOTE SENSOR iUSE APPROPRIATE RELIEF VALVE SYMBOL)
- 1. CENTRAL DR MAIN CONTROL ROOM 2 REAR OF PANEL OR CABINET MOUNTED.
- 3. NOT VISIBLE ON V IDEO DISPLAY
- 4. NOT NORMALLY ACCESS IBLE TO AN OPERATOR AT DEVICE. OR CONSOLE 8 a ~
E
-----c:J-- VENTURI
~
HANDWHEEL-USED WITH ANY ACTUATOR 1- PRESSURE REDUCING REGULATOR I SELF-CONTAINEDI AUXILIARY LOCATION NORMALLY ACCESSIBLE TO AN OPERATOR
---B------
WEDGE METER FLUME
~
SINGLE SOLENOID WITH MANUAL RESET -L BACK PRESSURE REGULATOR (SELF-CONTAINED) 1. 2. 3. 4. 5. SECONDARY OR LOCAL CONTROL ROOM FIELD OR LOCAL CONTROL PANEL FRONT OF SECONDARY OR LOCAL PANEL MOUNTED . VISIBLE ON VIDEO DISPLAY. ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE 8 a ~
--t::::J-- WEIR
--µ-- SINGLE SOLENOID v\~TH REMOTE RESET
_fl PRESSURE REDUCING REGULATOR WITH EXTERNAL TAP AUXILIARY LO CATION NORMALLY INACCESSIBLE TO AN OPERATOR f--
-§--
a ca_ POSITIVE DISPLACEMENT 1. SECONDARY OR LOCAL CONTROL ROOM .
~
--GJ-ORIFICE IN QU ICK CHANGE FITTING Tf PICAL CONTROL VALVE WIITH IL BACK PRESSURE REGULATOR WITH EXTERNAL TAP 2.
3 4. 5. FIELD OR LOCAL CONTROL PANEL. REAR OF SECONDARY OR LOCAL PANEL OR CABINET MOUNTED. NOT VISIBLE ON VIDEO DISPLAY. NOT NORMALLY ACCESSIBLE TO AN OPERATOR AT DEVICE OR CONSOLE. 8 ~
-1]_
TARGET POSITIONER AND SOLENOID DIFFERENTIAL PRESSURE REDUCING REGULATOR D FLOW CONDITIONING EJ DEVICE FG INSTRUMENT IDENTIFICATION LETTERS (ISA) D
-(:)-- ROTAMETER IN STRUMENT LINE SYMBOLS
_fl TEMPERATURE REGULATOR FILLED SYSTEM TfPE FIRST LETTER SUCCEEDING LETTERS
--0--- __t_
INTEGRAL VALVE MEASURED OR MODIFIER READOUT OR OUTPUT MODIFIER ROTAMETER VACUUM BREAKER INITIATING VAR IABLE PP,SSIVE FUNCTION FUNCTION INSTRUMENT SUPPLY LINE A ANALYS IS ALARM
--6-- GENERAL SYMBOL IN-LINE ELEMENT XX=FS , FG. FE FT
--------- - ELECTRIC S IGNAL PNEUMATIC SIGNAL
_L FIRE BREAKER B C BURNER, FLAME. COMBUSTION USER'S CHOICE iTYPICALLY CONDUCTIVITY . ELECTRICAL) USER'S CHO ICE USER'S CHOICE CONTROL USER'S CHOICE CLOSED
~
IN-LINE FLOW ELEMENT D USER'S CHOICE (TfPICALLY DIFFERENTIAL DIVERT
\'VlTH INTEGRAL DENSITY OR SPECIFIC GRAVITY)
TRA.NSMITTER XXXX =MAS S.COR IOLIS . L L L HYDRAULIC SIGNAL E VOLTAGE SENSOR (PR IMARY ELEMENT) lHERMAL. !NT. ORIFI CE. F FLOW RATE RATIO {FRACT ION) MISCELLANEOUS SYMBOLS C C) IN-LINE FLOW ELEMENT V'/ITH <;FPAPOlF TRANSMITTER CAPILLARY TUBE G USER'S CHOICE OR GAUGING (D IMENSIONAL} HAND GLASS. VIEWING DEVIC E C
~
ELECTROMAGNETIC SIGNAL H HIGH XXXX
- MASS CORIOLIS ,
0 TH ERMAL ... I CURRENT (ELECTRICAL) INDICATE UNDEFINED INTERLOCK LOGIC X J POWER SCAN SOFTWARE OR DATA LINK CHEMICAL SEAL/ DIAPHRAGM K TIME . TIME SCHEDULE TIME RATE CONTRO L STATION
- FLOW SWITCH
* = H/L MECHANICAL LINK
~
@§] VAR IABLE FREQUENCY DRIVE L
M LEVEL USER'S CHO ICE (TYPICALLY OF CHANGE MOMENTARY LIGHT LOW MIDDLE,
-(:)- FLOW GLASS MO ISTURE OR HUMIDITY! INTERMEDIATE D'
N USER 'S CHO ICE USER*s CHOICE USER'S CHOICE USER'S CHOICE y PILOT LIGHT OR GAUGE 0 USER'S CHOICE ORIFICE, RESTRICTION OPEN GLASS ILLUMINATOR p PRESSURE. VACUUM POINT (TEST! CONNECTION
/
Q QUANTITY OR HEAT DUTf INTEGRATE, 0C\ INSTRUMENT WITH TOTALIZE
----l ,f-------- RESTRICTION ORIF ICE 101-135 LONG TAG NUMBER R RADIATION RECORD G;rn m
s SPEED FREQUENCY SAFETY SWITCH
.£a--
DUAL FUNCTION OR T TEMPERATURE TRANSMIT TRANSMIT ~ INSTRUMENTS SHAR ING (LEVEL) COMMON HOUSING u MUL TIVARIABLE MULTIFUNCTION MULTIFUNCTION lL 0 B ------------------- ------- ------ V VIBRATION. MECHANICAL VALVE. DAMPER , MULTIFUNCTION ANALYS IS LOUVER I
------- WATER LEVEL a.
w WEIGHT, FORCE
-- WELL
~
l::,. ULTRASONIC LEVEL X y UNCLASSIFI ED EVENT, STATE OR PRESENCE XAXIS Y AXIS UNCLASSIFIED UNCLASSIFIED RELAY COMPUTE . UNCLASSIFIED i 6 0 LEVEL SWITCH CONVERT PRELIMINARY OR PERMIT SET. ~ z POSITION . DIMENSION ZAXIS DRIVER . .ACTUATOR . NOT FOR CONSTRUCTION, d. UNCLASSIFIED FINAL CONTRO L ELEMENT RECORDING PURPOSES OR IMPLEMENTATION Ii-VEOLIA Ci)veOLIA NUCLEAR SOLUTIONS - FEDERAL SERVICES 295 Bradley Blvd. Suite 300 Richla nd, WA 99352 ~
,w.rw.nuclectrsolutions.veolia.com 0 Ttlf"O.X,VW:!IT r.,,r.. MOINH1N 1,i!ATICNCCt./T~NE(lr.. EP.1;N ;. P.l::CO>lfle>EHTI.-I.L .... Ol'R V!'f,.IEl.>~Y lO!(VRION NC. NEfll1E~ Th!ISOOCU~~=,.,,NO~ ~'lYOol.TA 0~ 1'i INFORM.\T tot,JTI!EI-El!.i ~.,,.~ 5t ~ROOUCEtl \'Sft' ~ELE-l5ED Oli Clt rtCHC ~ *'Yliol.E ci N FJ..R'!' VdTHO'JTTl!E E._~PRESSEDWRITT!:'.lo Cc~~rnTOF KL*U,)!,.: M
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NAME OAT~ MN'l A f~~ CIMARRON
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~
6 ISSUE FOR DES IGN 10:31.'19 s '. HERRoN WT .....~ S. WATENPOOL (1 OF 4) A ISSUE FOR DESIGN 8i6f1Sl I~ ---- I t WT
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I I DWGNO I T ITLE I REF NUMBER I NEXT USED ON I REFERENCES TITLE
*~; O~SO.~WTIUN 0.:-TE
~ CE$1GIJAL' }1t>Rff(
FI""'"" VWT-EPM-OOO-DWG-P-001-00 Is I DRAWING TRACEAB ILITY LIST \EiL' REVIS IONS ::1.,.>lf NONE lrn, lssm 1 0' 1 I L -- 8 I 7 I 6 I 5 t 4 I 3 I 2 I 1
-- LJ
s I 7 I 6 5 4 3 I 2 I -n VALVE SYMBOLS PIPING FITTINGS MISCELLANEOUS SYMBOLS PIPING SPECIALITY SYMBOLS GENERAL NOTES
--IOl--- OPEN BALL ----D--- CONCENTRIC REDUCER FLOW ARROW
--©--- CONE STRAINER ECCENTR IC REDUC ING EXPANSION JOINT F *
---iJOO---
CLOSED OPEN PLUG
----p-
----{
ECCENTRIC REDUCER HOSE CONNECTION GAP
--©--- TEMPORARY STRAINER
-D- CONCENTR IC REDUCING EXPANSION JOINT F
... CLOSED ---qi QUICK DISCONNECT NOTE REFERENCE SYMBOL (XX.= NOTE NUMBER, ROTATE ARROW AS REQUIRED\
g T-TYPE STRAINER
~
COMBINATION AIR FIL TERI REGULATO R W/GAUGE
- - i > < } - - OPEN GATE --i* FLANGE CONNECTION 0 PURGE PURGE CONNECTION (XXXX = PURGE PRESSURE I 8I DUPLEX STRAINER DIFFUSER 114 CLOSED ~ BLIND FLANGE
}\ND MEDIUM)
--!XI-- OPEN GLOBE ---0 PLUG Y-TYPE STRAINER ill DIELECTRIC FLANGE KI T
~ SAMPLE SAMPLE CONNECTION ';
(XX/YY = TYPEfNUMBER) CLOSED ---0 CAP y ~ GRAVITY FLOW
-{J+- BAS KET STRAINER ~ FLEXIBLE HOSE
~ OPEN NEEDLE ~ 11-- UNION X E 1114
-------!)0-CLOSED PINCH
---If---
PACKAGED EQUIPMEN T FLANGE WELDED CONNECTION
- *- * - BATTERY LIMITS (OR MATCH LINE) li VENT SILENCER I VENT COVER E
PACKAGED EQUIPMENT LIMITS(LINE) ---m--- INLINE SILENCER p
- - i '-. 1 - - BUTTERFLY
~T1-- 6 I " '
INSULATION BLANK WITH FLANGES
---l'J-- CHECK
------m---- FLAME ARRESTOR
_£ l INSULATION PIPE WITH r ANGLE ~ ~I - - CLOSED FIGURE B BLIND WITH FLANGES
---m--- DETONATION ARRESTOR E ELECTRIC HEAT TRACE -r-- .. . .. _f_ l OPEN FIGURE 8 BLIND INSULATION PIPE THREE WAY ~ ~I - - WITH STEAM WITH FLANGES INSIDE I ...I OU [SIDE ----@--- STEAM TRAP
_s_ HEAT TRACE
~ ' I--
~ FOUR WAY SPACER WITH FLANGES
--{§- DESUPERHEATER p pp 6 PERSONNEL PROTECTION D w kNIFE '
DRAWING CONNECTOR SYMBOLS ABOVE
' ,--,- MANWAY D
-------V'-J-- DIAPHRAGM GROUND
---N-- FILTER r - - - 3.1 L
BELOW
----0--- GENERIC ROTARY I
I
--N-(1 /4 TURN)
STOP CHECK LIMITS TO DRA~ING BORDER SERVICE DESCRIPTION GROUND I 1 BREATHER EXHAUST HEAD
-j XXXXX !P&ID NO. ~i)~~~~~OR CONNECTOR NUMBER ORIGIN/DESTINATION ~ DAMPER 1
~
PIPE MAT'L PIPE MATL SAMPLE
- - ------ 3i ______, SPEC I EC SEGMENT BREAK ER POINT OF CHANGE INJECTION QUILL
--iSI-- ROTARY VALVE LIMITS FROM DRAWING BORDER I IN LINE CLASS OR INSULATION REQUIREMENT
---c::)-- EXPANSION JOINT PRIMARY/
-@-- EXCESS FLOW VALVE SERVICE DESCRIPTION SECONDARY
-j xxxxx IP&ID NO. >~~~~~~~~NT
_l CONNECTOR
~ INLINE MIXER NUMBER ORIGIN/DESTINATION SIGNAL 10;! DIVERTER VALVE CONNECTOR CALIBRATION COLUMN
[K8 2 VALVE MANIFOLD CONNECTOR ~ UTILITY RS REMOVABLE SPOOL
~ CONNECTOR C NUMBER C
~ 3 V,OilVE MANIFO LD jxxxxx j 5 VALVE MANIFOLD _ _ _ _0 xxTx
--[J<::J- EJECTOR/ EDUC TOR TIE IN TIE-IN NUMBER - ~
LINE SYMBOLS DRAIN CONNECTOR SYMBOLS CONNECTOR NUMBER xxxxx NOZZLE SYMBOLS _Q_ PULSATION DAMPENER PRIMARY LINE SEGMENT DESTINATION OPEN --1 SINGLE LINE REDUCED PRESSURE
~
YYY DRAIN LINE SERVICE CODE P&ID NO. WNE 6ACKFLOW PREVENTER
=I I DOUBLE LINE SECONDAR~ LINE SEGMENT ASSUMED CONNECTOR NUMBER xxxxx CLOSED DESTINATION yyy DR.A.IN LINE SERVICE CODE P&ID NO.
EXISTING/BY OTHERS 0 FRONT FACING lL 0 B I OPEN --II FLANGE J!L HOSE DESTINATION DRAIN
~
LINE SERVICE CODE NO PID CLOSED DRAIN PRELIMINARY OR PERMIT SET. DESTINATION NO PIO NOTFORCONSTRUCTIO~ LINE SERVICE CODE RECORDING PURPOSES OR IMPLEMENTATION A ISSUE !=OR DESIGN ISSUE FOR DESIGN
, - - - - - - - , - -- - -- - - -- - - t l _
I DWG NO I TITLE I R_EF_ N _U_M_B_E_R _~l-:=::,:-::c-c-::.,,..- REFERENCES TI_T_ LE_ _ _ _- , ,, .., ~*
~ "'~""""'"' ---- '"' I o,~,o VWT*EPM-QQQ-DWG*P*002*00 I DRAWING TRACEABILITY LIST I NE><T USED ON REVISIONS / ~ " NONE Im !,,en 1 L_ 8 I 7 I 6 5 t 4 3 I 2 I _U
8 7 I 6 I 5 4 I 3 I 2 -n ABBREVIATIONS LINE SERVICE CODES PIPING CLASS CODES UNIT CODE GENERAL NOTES
~ ATO C A IRTO CLOSE ~ MIN MINIMUM AIR ATMOSPHERIC AIR NG NATURAL GAS 1ST CHARACTER A TO O AIRTO OPEN I MOV MOTOR OPERATED VALVE AS ANTl~SCAL.A.NT NH AMMON IA A
- CLASS 150 NOMINAL PRESSURE RATING CODE I UNIT ! ) MANUAL VALVE PREFIX TO BE
- CV* CHECK VALVE & MV - FOR ALL OTHER VALVE TYPES .
AG A BOV E GRO UN O I MANWAY ASC AIR SCOUR NH40H AMMONI UM HYDROXIDE B - CLASS 300 AUTOIOFF!JOG 1-- L...1..'.:'.!.. i N-) t-- N-C - -N- 0-R-M A - L-LY_ C_L_OS_ E_D_ _ _ _ ___, AV C - CLASS 600 PROCESS I UTILITIES 2. 1W 1 WORKING AOJ ATMOSPHER IC VEN T OFV OVER FLOW D
- CLASS 900 1S: 1 ST AN DBY ATM ATMOSP HERE NNF NOR MALLY NO F LOW SLOWDOWN ows OILY W ATER SEWER CHE MICALS I BO F AV G AVERAGE I NO NORMALLY OPEN SFW BOILER F EEO WATER 02 OXYGEN E - CLASS 1500 F-CLASS 125 F BIEL BOTTOM ELEVATION 1 NOZ NOZZLE Bl BIOCIDE OIL OI L
'--1_-
( - 1 - -AL---V- 2ND CHARACTER GENERAL MATERIAL TYPE BF BLIND FLANGE ER -A- L_ L L_ E_NG-'T_H_ _ _ _ _ _----i BP BACK PULSE PA PLANT AIR A-PVC BFP BACK FLOW PR EVENT ER 0/C OPEN/CLOSE BR BRINE PC PROC ES S CONDENSATE B - CPVC BL BATTERY LIMIT OD OUTSIDE DIAME TER BRINE RE TURN ~ ~,-.P-ER~ ~ m ~ PE~R-LIT E) C - CARBON STEEL BRR BRINE SUPP LY PO POLYMER D
- ALLOY 20 BLD BLIND OF OV ER FLOW BRS E
- HASTELLOW BTL BOTTOM TANG ENT LI NE 010 ON/OFF BW BLACK WATER PR PROPYL ENE REFRIGERA NT F - FRP BW BACKWAS H OP OUTP UT BWS BACKWASH SUPPLY PRW PRODUCED WATER G - GALVANIZED STEEL INSULATION CODE BACKWASH WASTE PW PROCESS WATER H - HOPE BY P BYPASS OSBL OUTSIDE BATTERY LIMITS B\rWIJ J - POLYPROPYLENE HT&I HEAT TRACE P.ND INSULATE COMPRESSED AIR POTW POTABLE WATER
~ cc CHEM IC.AL CLEANOUT OVHD OVERHEAD CA K
- PVDF (KYNAR)
>-_- (P-i t-- P-A - -P- U>- .N- T_A_IR_ _ _ _ _ __ _ __, CaCI CALC IUM CHLOR IDE QO QUENCH OIL IAC INSULATION ACCO US TIC CL CENTER LINE L - LI N ED CARBON STEEL CONTAMI NABLE CONDENSATE RO RO PRODUCT WATER M - MONEL IC INSULATION COLD CLC CHAIN LOCK CLOSED PLC PROGRAMMABLE LOGIC CONTROLLER CC CEB CHEMICALLY ENHANCE D ROC R O CO NCENTRATE N - DOUBLE CONTAINED (PTFE/CPVC) IH INSULATION HOT CLO CHAIN LOCK OPEN PO PUMP OUT P - PVC OR CPVC IS INSULATION SAFETY CERC CERAMEM CONCENTRATE ROP RO PERMEATE CFM CUBIC FEET PER MINUTE PRESS PRESS URE 5
- STAINLESS STEEL CERP CERAMEM PERMEATE RS RECOVERED SLOPS N NONE co CLEAN OUT PSI G POUNDS PER SQ UAR E INCH-GAUGE CIP CIP SOLUTION RV RELIEF VENT 3RD AND 4TH CHARACTERS - SEQUENTIAL NUMBERING co CHAIN OPERATED PV PROCESS VARIABLE
## - SEQUENTIAL TWO DIGIT NUMBER DISTINCT FOR AN INDIVIDUAL PIPE MATERIAL CLASS CIPW CIP WASTE RW RAW WATER CONN CONNECTION PW PU>.NT WATER
,__--+--- - - - -- - - - - - - - - - - < CO2 CARBON DIOXIDE SA SODA ASH E CP csc CORROSION PROB E CAR SEAL CLOSED I (R) (R)
RED RELOCATED REDUCER COAG COAGULANT SC STEAM CONDENSATE 5TH CHARACTER - MODIFIER X - DESIGNATOR INDICATING MODIFICATION E CV I COLD VENT SF SURFACTANT cso CAR SEAL OPE N REQO REQUIRE D CW NOTE: NOT NORMALLY USED INTHE PIPE MATER IA L CLASS NAME . USED ONLY WHEN A I CLARIF IED WATER SG SYNTH ESIS GAS CTR CENTER I RF RAISED FAC E FLANGE CWR COO LI NG WATER RET URN SKO SKIMMED OIL PARTICU LAR PIPE MATERIAL CLASS REQUIRES MOD IFICATION TD SATISFY PROJECT INSTRUMENT NUMBERING CW CITY WATER (POTABLE) I SPECIFIC REQUIREMENTS,EITHER DUE TO CLIENT SPECIFICATIONS AND/ OR SPECIAL RO REVERSE OSMOS IS CWS COOLING WATER SUPP LY SL SLUDGE PROJECT REQUIREMENTS. IN THIS INSTANCE THE PIPE MATERIAL CLASSIFICATION SHALL ocs DISTRI BUTED CONTROL SYSTEM I RPM REVOLUTIONS PER MINUTE DA BE MARKED W ITH THE PROJECT OR TENDER NUMBER AND USED ONLY FOR THE APPLICABLE DILUTED ACID so SEAL OIL DE DE-ENERGIZE I RTD RESISTANCE TEMPERATURE DETECTOR DBNPA SPRO SECOND PASS REVERSE OSMOSIS PROJECT OR TENDER. DBNPA r DES DESIGN R_T J_ _R _IN _G_ TY _ PE_ J_O_IN_T _FL_A_ _ E_ _ _ _----i DC NG DILUTE CAUSTIC
. _ 1_ _
SPROC SPRO CONCENTRATE EXAMPLE DIA DP ~~~::EPRRESSURE :~FM :~::~:;:~ :!~T~~~T PER MINUTE ~:~ DEFOAMER DILUTE HYDROCHLORIC ACID SPROP ss SPRO PERMEATE SA NITARY SEWER 150# CLASS, CARBON STEEL. 2ND CARBON STEEL PIPE MATERIAL CLASS WITH 150# CLASS DI P DIFFERENTIAL PRESSUR E : SC H SCHE DUL E DI AC02-DES IGNATION DISTILLATE STS STO RM SEWER ORN DRAIN I SD SHUTDOWN DMW DE MINERALIZED WATER svw SERVICE WATER [IF THE CLIENT'S STD. REQUIR EMENT, INSTRUMENT DATA IDENTIFICATION CAN BE CHANGED) DT DESIGN TEMPERATURE I SG SPECIFIC GRAVITY DR DRAIN SW SOFT WATER DWG DRAWING I SIS SAFETY INSTRUMENTED SYSTEM DS DI LUTION STEAM SWR SEA WATER RETURN
~ (E) EXISTING I SO STEAM OUT DSA DI LUTE SULFURIC ACID sws SEA WATER SUPPLY EL ELEVATION I SP SET POINT DSPT DISPERSANT TW TREATED WATER ES D EMERGENCY SH UTDOWN I SS SOFT-SEAT VA LVE DW DR INKING WATER TWR TEMPERED WATER RETURN CLASSIFICATION OF EQUIPMENT LINE NUMBERING EXT EXTERNAL I S-S SEAM TO SEAM EDTA ETHYLENE DIAMINE TE TRA ACETIC TWS TEMPERED WATER SUPPLY 11 r-FURNISHED SIS START/STOP ACID TAG SEQUENCE NUMBER VAP VAPOR CLASS SUBJECT DESCRIPTION [BASED ON P&ID NUMBER)
FURN IS HED & PIPED SSH STRAIGHT SIDE HEIGHT ER ETHYLENE REFRIGERAN T vc VACUUM CONDENSATE FC FAIL CLOSED SSL STRAIGHT SIDE LENGTH FA FILTER A ID VE VACUUM EXHAUST LINE SERVICE CODE ~ PIPING CLASS CODE D MIXING EQUIPMENT AGITATORS , AERATORS , FD FLEX*DISC VALVE ST D STAND,,I\RD FeCl2 FERROUS CHLORIDE VR VAPOR RECOVER PIPE SIZE ~ J_ INSULATIONCODE Fl FAILINDETERMINATE SW SEAL WATER FeC13 FERRIC CHLOR IDE (34%) WF WARM FLARE BLOWERS CENTRIF UGAL BLOWERS . POSITIVE DISPLACEMENT BLOWERS . FANS Fl FAI L LOCKED (LAST POSITION) SWD SIDE WATER DEPTH FF FLUSHING FLUID WO WAS H OIL 1-B RS-10000-AS01 -HT&I FLG FLANGE _l12.. TIC THERMOCOUPLE FUEL GAS WN WASTE WATER COMPRESSORS CENTRIFUGAL, RECIPROCATING, SCREW VACUU M FG (IF T HE CLIEN T'S STA NDARD REQUIREMENT , LINE 0,.0.TA IDENTIFICATION CAN BE CHANGE D) FO FAI L OPEN TDH TOTAL DIFFERENTIAL HEAD (FT OF FLUID) FIL FILTRATE WNO WASH/ WASTE OIL CF CLAR IFIERS LAMELLA . ACTIFLO , MULTIFLO FOB FLAT ON BOTTOM TIEL TOP ELEVAT ION FO FUEL OI L UFW ULTRAFILTRATION WASTE CT COOLING TOWERS FOF FACE OF FLANGE TEMP TEMPERATURE FPRO FIRS T PASS REVERSE OSMOSIS UF CONC U LTRAF ILTRATION CONCENTRATE DG DEGASSER WITH PACKED SECTION. FP FUL L PORT T-F TANGENT TQ FLANGE FPROC FPRO CONCENTRATE FRL FI LTERIREGULATOR\LUBRICATOR THRO THREADED FPROP FPRO PERMEATE DI ION EXCHANGE VESSELS SOFTENERS , STRONG ACID CAT IONS WEAK 8..0.SE ANIONS , STRONG BASE ANIONS M(XED BEDS EQUIPMENT NUMBERING FV FULL VACUUM TL TANGENT LINE FRO FROTH OIL HEAT EXCHANGERS UNFIRED HEAT EXCHANGERS, CONDENSERS. GAL GALLONS I TO L THREAD-0-LET FILTERED WATER FW COOLERS REBOILERS , VAPORIZERS AND HEATING GO GEAR OPERAT ED I T-S TANGENT TO SEAM GLYCO L RETURN CO ILS DOUBLE PIPE SPIRAL PLATE & FRAME TAG SEQUENCE NUMBER (3 DIGITS \: ~ GLR GPO GALLONS PER DAY : TSO TIGHT SHUT-OFF GLS GLYCOL SUPPLY AIR COOLERS UNIT cooE I I wmx roR 1DCNTICAL cauirMctn-GPH GPM GALLONS PER HOUR GALLONS PER MINUTE I I TIT TYP TANGENT TO TANGENT TYPICAL GW HZS0 4 GROUNDWATER SULFURIC ACID (93%) FP FILTERS FILTER PRESS MULTIMEDIA, CARTRIDGE. DISC HORIZONTAL. BELT EOUIPMENT ITEM CODE: 7 1 l l - - - + - - - - - - - - - - - - - - --1 H3P04 PHOSPHOR IC ACID
- -+-- G_R _ _ G_R_A D
_E_ _ __ _ _ _ _J..-'-1 (U-'-!_ U_G_ _u _ N_D_ER _G_R_o _uN _ D_ _ _ _ _ _ _-1 H HEATER I MMERSIBLE HEATER ; INLINE HEATER P-1001A C j:! :~ HOR
- ~:: ~~NN~C ! ION HEADER
~
~:c VFD
~~~~~
1 BREAKER V.ARIABLE FREQUENCY DRIVE Hr.I
~:COZ HYDROGEN HYnRnr.H I (H? lr. A.r. lf) (\7%)
HIGH PRESSURE CARBON DIOXIDE PUMPS HORIZONTAL. VERTICAL INLINE, CENTRIFUGAL SUMP
µ0,11 M, LJ IS~LAClcMlcNI , PROGRESSIVE CAVITY .
LIQU ID RING VACUUM, VERTICAL CAN, SCREW, GEAR (IF THE CLIENTC CTD. ncau1ncMrnT, CQUlrMDJT DATA IDCIJTIFICATIOJ. CAIi c Cl l,'.IK\ED) C HIGH PRESSURE STEAM HG HH :::DE:i:tERCURY : 1---+---
~~: ~:::ELE SPEED DRIVE
- - = - - - - - - - - - --1 IA INSTRUMENT AIR RO REACTORS REVERSE OSMOSIS RO UNITS, HI HIGH ~
IS INTERMEDIATE PRESSURE STEAM MANUAL VALVE NUMBERING 71 fr W/ WITH LNG SP SUMP BUILDING, FILTRATE LIQUEFIED NATURAL GAS HOA HAND/OFF/AUTOMATIC we WATER COLUMN LO LUBE OIL ST SLUDGE TH ICKENER HP HORSEPOWER \o'VO WATER DEPT H LPC0 2 LOW PRESSURE CARSON DIOX IDE TOWERS/COLUMNS WITH TRAY ED OR PACKED INTERNALS HP HIGH PRESSURE WL WATER LEVEL 7 LPG UNIT CODE : TAG SEQUENCE NUMBER (3 DIGITS) LIQUEFIED PETROLEUM GAS TK TANKS APIATOMSPHERIC & LOW PRESSURE HPT HIGH PO INT W/0 WITHOUT TAG PREFIX BASED ON EQUIPMENT NUMBER: LST LOW PRESSURE STEAM - HT HE I GHT 'vW WORKING VOLUME lDDES NOT LS MISCELLANEOUS BINS, SILOS. MECHANICAL DRIVERS (STATIC MIXER. (NOTE1 ' LIME SLURRY ' SUFFIX FOR VALUES AROUND HT&I HEAT TRACE & INSULATE INCLUDE FREE SOARD OR HEEL) ( MCN MICRONUTRIEN TJ& EQUIPMENT INLINE MIXER! l1 SAME EQUIPMENT J!!._ lac INSULATION ACOUSTIC ME METHANOL DRUMS SEPARATORS , DRIERS. ACC UMULATORS MV-1001A IAS INSTRUMENT AIR SUPPLY MR MIXED REFRIGERANT le INSULATION COLD MS (IF THE CLIENTS STANDARD REQUIREMENT VALVE DATA IDENTIFICATION CAN BE CHANGED) MEDIUM PRESSURE STEAM ID INSIDE DIAMETER MgO MAGNESIUM OXIDE SLURRY lh INSULATION HOT N NITROGEN INV INVERT Na SODIUM ls INSULATION SAFETY NaEDTA SODIUM ETHYLENE DAMINE TETRA u, B ISBL INSIDE BATTERY LIMITS ACETIC AC ID 0
~ LC LOCKED CLOSED NaHS SODIUM HYDROGEN SULFIDE OR LO LOCKED OPEN I SODIUM HYDROSULFIDE ,S!l._
LO LOW NaHS03 SODIU M BISULPHITEi BISULFITE LP LOW PRESSURE NaOCJ SODIUM HYPOCHLORITE ~ LPT LOW PO INT NaOH CAUSTIC t5D%) OR SODIUM
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