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Plans (100) 1 ,a^.�e'd�.6°a.A`) wa "147---.117:4„4` W'ilioN W111.#Rrdt..-a-.* `AP+irAM " 7 .44' iritc4" SW DURHAM RD 3.4 7r;9.— RECEIVED AUG 2017 " 0*# *; ` .4 .a. I p� SW SCHAEFFER LN . >aa CITY OF TIGARD J ,xa C Milk EAL «.. ` #A �. Clean \\TaterServices �U,� � DIVISION BUILDING CITY OF TIGARD ..ai:' . REVIEWED FOR CODE COMPLIANCE Approved: h2' c I �`,D U RHAM AWWTP i OTC:VF fR m '4O4UI#: , vw �, a..--- � CO � ",��.. � �� . �_ Address: 1:.. U it#41 ► . *, +s,, i SODIUM HYPOCHLORITE & Swtet a LIQUIDS TUNNEL x BYE 4�ie elk. c. Date: 1 ,. 4 ..,.: r"'mf t " .. .a i 1 CAUSTIC IMPROVEMENTS . . .�, _ $at a�a•' -+ SOLIDS BUILDING i _i z PROJECT '77', '' . a. _ � �A' e' LOCATION 1 e „ ;,„(£ STRUVITE *4..� PROJECT NO 6823 Drawing Index RECOVERY • FACILITY 'v . ',n`, . .‘'-. -'• SHEET# DWG# SHEET TITLE SHEET# DWG# SHEET TITLE ti + . �„: .e k I` 4 tt "E ,- state GENERAL ELECTRICAL CONTINUED �5; �* F ' 1 G001 TITLE SHEET,LOCATION MAP AND DRAWING INDEX 35 E100 CHEMICAL BLDG DEMO AND REPLACEMENT PLAN,SECTION AND SCHEDULES te of Oro e. a .� re4 Approved plans o_- ,« _• •-mr�: "�'" ""'' shall be on job site. 2 G002 ABBREVIATIONS,LEGEND,SYMBOLS AND GENERAL NOTES 36 E101 CHEMICAL BUILDING ELECTRICAL PLAN J 3 G003 SODIUM HYPOCHLORITE AND CAUSTIC SCHEMATIC DIAGRAM 37 E102 EXIST CHEMICAL BUILDING IMPROVEMENTS PLAN,SECTION AND DIAGRAM I I^ ��, and;Reinforcing Steel4 G004 SULFURIC ACID SCHEMATIC DIAGRAM 438 0 E200 LIQUIDS TUNNEL SINGLE LINE DIAGRAM AND POWER PANEL SCHEDULES �(S ,.d 4 r al 39 E201 LIQUIDS TUNNEL PIAN OFFICE CIVIL 40 E202 LIQUIDS TUNNEL PLANS AND SECTION Jolts;'s1 r ck6�:"a in Concrete �� 41 E203 FILTER AREA ELECTRICAL ROOM PLAN 5 C001 DETAILS 42 5300 SOLIDS BUILDING SINGLE LINE DIAGRAMS AND POWER PANEL SCHEDULES 0 OCG moment-Resisting Concreterig} ie 6 C100 SITE PIAN,LOCATION PLAN AND CONTRACTORS STAGING AREA 43 E301 POWER PANEL AND LIGHTING SCHEDULES 7 C310 CAUSTIC PIPING PLANS 44 45 E302 SOLIDS BUILDING PLAN 0 Reinforcing :e3},1.1 Prestressing Steel Tendons E303 SOLIDS BUILDING HYPO SYSTEM PLANS AND SECTION MECHANICAL 46 5304 SOLIDS BUILDING UPPER BASEMENT PLAN 47 E305 CAUSTIC AND ACID SYSTEMS PLAN 1 Structerril Welding 8 M001 LEGEND,SYMBOLS,GENERAL PIPING NOTES AND PIPE SCHEDULE 48 E306 BULK STORAGE TANKS SECTIONS 9 M002 SYSTEM PIPING DETAILS I 49 E500 CIRCUIT CONDUCTOR IDENTIFICATION y ,$Bolting M003 SYSTEM PIPING DETAILS II 50 E501 CABLE BLOCK DIAGRAMS 1 OWNER: U treI i�3ht 3; i"g DEFERRED SUBMI ALS 11 M004 MISCELLANEOUS DETAILS I 51 E502 CABLE BLOCK DIAGRAMS 2 E CLEAN WATER •ERVICES 12 M005 HYPO PIPE REPLACEMENT DETAILS 52 E503 CABLE BLOCK DIAGRAMS 3 Masonry ry IN ACCORDANCE WI BC SECTION 106.3.4.2 SUBMITTAL $? 2550 SW HILLS:•R �7$I^L G:i rJe I�+ �¢ l 13 M700 EXISTING CHEMICAL BUILDING IMPROVEMENTS PLAN 53 E504 CABLE BLOCK DIAGRAMS 4 DOCUMENTS FOR DEF -RED SUBMITTAL ITEMS SHALL BE HILLSBORO,O- G 712314 M101 EXIST CHEMICAL BUILDING DEMO AND REPLACEMENT PLANS AND SECTIONS 54 E505 CABLE BLOCK DIAGRAMS 5 (503) 681-3600 b ry SUBMITTED TO THEA , HiTECT OR ENGINEER MORECORD 15 M200 LIQUIDS TUNNEL HYPO PUMPS DEMO PLAN,SECTION AND DETAILS 55 5506 CABLE BLOCK DIAGRAMS 6 h y GILg, s,u a CE'.,$Pi(ro III to WHO SHALL REVIEW T a EM AND FORWARD THEM TO THE CITY OF TIGARD BUILDING OFFICIAL WITH A NOTATION 16 M201 LIQUIDS TUNNEL HYPO SYSTEM PLANS AND SECTION ENGINEER. 17 M202 LIQUIDS TUNNEL HYPO SYSTEM SECTIONS AND DETAIL PROCESS AND INSTRUMENTATION UJI.bea t;llq IC C FillINDICATING THAT THE EFERRED SUBMITTAL DOCUMENTS KENNEDYIJENK•C N 18 M203 LIQUIDS TUNNEL PAINTING PLAN AND SECTIONS 421 SW 6TH A NUE,SUITE 1000 HAVE BEEN REVIEWED, D THAT THEY HAVE BEEN FOUND 19 M300 SOLIDS BUILDING PLAN 56 f001 SYMBOLS AND ABBREVIATIONS I PORTLAND,OR;G 2 a s Fire-Resistive 4r T�BE IN GENERAL CO FORMAN E THE DESIGN.THE 20 M301 EXIST DRY POLYMER ROOM DEMO PLAN,SECTION AND DETAILS 57 1002 METERING PUMP LOOP DIAGRAM 1 i (503)423-4000 '-^a ,�2 Fc A 'ir + IL `-tell UNTIL E DESIGN SUBMITTALgITEMS SHALL NOT BE INSTALLED 21 M302 SOLIDS BUILDING HYPO SYSTEM PLAN AND SECTIONS 58 1003 METERING PUMP LOOP DIAGRAM 2 0To AND SU ITTAL DOCUMENTS HAVE BEEN 22 M310 CAUSTIC SYSTEM AND SULFURIC ACID SYSTEM PLAN 59 1004 TYPICAL ANALOG LOOP POWERED DIAGRAM Ta SITE ADDRESS: 10iIRfig1,Drilled Piers and Caissons APPROVED BY TNT BU IN G OFFICIAL. 23 M311 BULK STORAGE TANKS SECTIONS 60 1005 TYPICAL AREA MONITOR GAS DIAGRAM THE FOLLOWING ITEM WILL BE DEFINED AS DEFERRED CLEAN WATER' RVICES 24 M312 CAUSTIC SYSTEM PLANS AND SECTIONS 61 1006 TYPICAL DIGITAL LOOP CONTROL VALVE DIAGRAM SUBMITTAL ITEMS DURHAM A ShOtCrEtlr 25 M313 SULFURIC ACID SYSTEM PLAN,SECTION AND DETAILS 62 1007 TYPICAL ANALOG LOOP POWERED DIAGRAM 016580 SW 85TH 'VE 1 TANK ANCHO E AND SEISMIC CALCULATIONS 26 M314 SOLIDS BUILDING HYPO AND CAUSTIC SYSTEMS SECTION AND DETAILS 63 1008 TYPICAL PH METER DIAGRAM TIGARD,OR 972 4PIPE SUPPORT NCHORAGE AND SEISMIC 27 M400 STRUVITE RECOVERY FACILITY PIPING PLAN AND DETAILS 64 1010 TYPICAL STANDARD LOCAL CONTROL STATION DETAIL ISpecial Grading, Cl llsltr andFAiIII CALCULATIONS 65 1011 LCS INTERCONNECTION DETAIL TAX LOT NUMB:': 16580 STRUCTURAL 66 1012 TYPICAL STANDARD CHEMICAL METERING CONTROL DIAGRAM rc 0 Smoke-control Systems APPRO PLANS 67 1013 TYPICAL STANDARD DETAILS 28 5001 GENERAL NOTES,SPECIAL INSPECTION AND TESTING SCHEDULE 68 1100 CHEMICAL BUILDING SODIUM HYPOCHLORITE BULK STORAGE TANKS QI FIRE DISTRICT: A�,p ,FIR RESCUE I INC E UN-ATTACREDS 29 S002 REINFORCED CONCRETE STANDARD DETAILS 69 1101 CHEMICAL BUILDING SODIUM HYPOCHLORITE TRANSFER DIAGRAM S `° ` R 4N " PECIEIC'ATION BOOK 30 S200 LIQUIDS TUNNEL PLAN,SECTION AND DETAILS 70 1102 CHEMICAL BUILDING SODIUM HYPOCHLORITE EXCESS FLOW DIAGRAM STRUCTURAL CAI.CS 31 S300 SOLIDS HYPO SYSTEM PLAN AND SECTIONS 71 1200 LIQUIDS TUNNEL HYPOCHLORITE SYSTEM DAY TANK DIAGRAM Es GEOTECH REPORT MISC DOCUMENTS ELECTRICAL 72 1201 LIQUIDS TUNNEL HYPOCHLORITE SYSTEM-CCB DIAGRAM PI ,,__ 73 1202 LIQUIDS TUNNEL HYPOCHLORITE SYSTEM-REUSE DIAGRAM M 74 1300 SOLIDS BUILDING HYPOCHLORITE FEED SYSTEM DIAGRAM 32 5001 LEGENDS,SYMBOLS,ABBREVIATIONS AND GENERAL NOTES 75 1310 CAUSTIC UNLOADING STATION DIAGRAM a 3 33 E002 SITE PLAN 76 1311 SOLIDS BUILDING CAUSTIC FEED SYSTEM DIAGRAM •.co_FR6r a 34 E003 DETAILS 77 1312 SOLIDS BUILDING SULFURIC ACID DIAGRAM ,e0,5674-4.7%, SEL JULY 2017 aRaNnr sNEfTT TIRE SHEET 1 0+ 77 DWG. r, ,30+`s.--••- c.NDURHAM AWWTP GENERAL ��e�`__�-�_�_ SODIUM HYPOCHLORITE& TITEE SHEET,LOCATION MAP °"� a r Gs SEL �"Ga G001 Clean •7 1 P1O� 818!2017 OREGON THIS BAR IS ONE INCH r„�Gdi[l CAUSTIC IMPROVEMENTS GOO'I 0,'o+~Y+0 a C MDH ,....1376013 66-G001 WHEN DRAWING IS FULL � „„,�„ AND DRAWING INDEX �c• NA CW51 SCALE Kennedy/Jenks Consultantso }EXPIRES:t�.aa,iy I -'-MDL ^ REVS GATE GRN N46 �ESC.RPTIGN 2550 SW H•abwo IM - iRiSora,Oregon 97123.9374 421 SW 8TH AVE.SUITE 1060.PORTLAND OR 97204 PROT a_ 6823 ENGR STAMP I ABBREVIATIONS LEGEND/SYMBOLS GENERAL NOTES I 1 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES & AND FIRE PROTECTION WATER (EXISTING) BENCH MARK gm NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE, ALL IMPROVEMENTS DAMAGED BY AFF ABOVE FINISHED FLOOR SEWER (EXISTING) i0 35 THE CONTRACTORS OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED SPOT ELEVATION OR RECONSTRUCTED AT THE CONTRACTORS EXPENSE WITHOUT APPROX APPROXIMATE STORM DRAIN (EXISTING) WATER LINE (EXISTING) I CAUSTIC SODIUM HYDROXIDE CHLORINE CONTACT BASIN WATER METER ADDITIONAL COMPENSATION- CCBRECLAIMED WATER (EXISTING) FIRE DEPT CONNECTION 2 PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS THE CONTRACTOR CL CENTERLINE SHALL VERIFY THE INVERT ELEVATION,ALIGNMENT,OUTSIDE GAS LINE (EXISTING) FIRE HYDRANT ?- DIAMETER.LOCATION,AND MATERIAL OF ALL EXISTING PIPELINES TO I DEMO TELEPHONE LINE (EXISTING) UTILITY BOX(AS LABELED) M WHICH NEW PIPELINES WILL BE CONNECTED DEMOLISH DI DUCTILE IRON ELECTRICAL LINE (EXISTING) POWER POLE �. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LINE AND GRADE EL,ELEV ELEVATION CABLE TV (EXISTING) STREET LIGHTOF ALL PIPING WITHIN THE PROJECT SITE AND ALL LAYOUT (E)..EXIST.EX EXISTING CROSSING UTILITIES (EXISTING) 0 ALIGNMENTS I FAD STREET LIGHT AND TRAFFIC SIGNAL • ----7 --- -0- 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD FOUL AIR DUCT FENCE — --- - --- - -- YARD LIGHT yi DRAW NGS FOR ALL WORK THROUGHOUT THE COURSE OF FL FLANGE PROPERTY LINE/RIGHT-OF-WAY - TRAFFIC SIGNAL CONSTRUCTION SUCH DRAWINGS SHALL RECORD THE LOCATION AND CONTRACTORS WORK AREA LIMITS WA - WA GRADE OF ALL UNDERGROUND IMPROVEMENTS CONSTRUCTED AND GAL GALLON TELEPHONE RISER !j r RISER SHALL BE DELIVERED TO THE OWNER WITH EACH APPLICATION FOR I GLM GROSS LOAD MAX CENTERLINE PAYMENT. GPH GALLONS PER HOUR GUY ANCHOR GRNO GROUND HANDRAIL OR GUARDRAIL o c- ------ CATCH BASIN 5. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL HMAC HOT MIX ASPHALT CONCRETE WATER SURFACE n DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A I HS SODIUM HYPOCHLORITE SOLUTION GRADE CHANGE LINE HATCH LAYOUT rvAG/ scDE NEAT AND ORDERLY CONDITION. HTP SODIUM HYPOCHLORITE TRANSFER PUMP 6. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO PROTECT THE HYPO SODIUM HYPOCHLORITE RIDGE LINE KEY NOTE (-11' PROJECT SITE TEMPORARY FENCING SHALL BE MAINTAINED 24-HOURS LBS POUND FLOW LINE SURVEY PANEL A A DAY SEVEN DAYS A WEEK. TOP-.- I (N) NEW GRADED SLOPE o MONUMENT OR SURVEY POINT 7 INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE,SEE ALSO E001 , NO NUMBER SECTION CORNER 0 8. STRUCTURAL DESIGN DRAWINGS FOR SOLIDS BUILDING DRY POLYMER N/A NOT APPLICABLE DITCH OR SWALE T ROOM CONCRETE INFILL AND SOLIDS BUILDING CAUSTIC AND SULFURIC ELEVATION MARK(REFERENCE) ACID TANK SLABS ARE UNDER SEPARATE DRAWING SET CONTRACTOR PE PLAIN END CONTOUR MAJOR(NEW) I'N SHALL SEE SHEETS TITLED DURHAM TANK FOUNDATION(3 SHEETS) PVC RECIRC POLYVINYL CHLORIDE RECIRCULATION CONTOUR MINOR(NEW) r 11-ELEVATION MARK(DESIGN) AND DURHAM FLOOR INFILL(1 SHEET) RED REDUCER CONTOUR MAJOR(EXIST) FLAG NOTE (r) SA CONTOUR MINOR(EXIST) UTILITY STATION @ TYPE A SIM SIMILAR SOC SAMPLE SOCKET SRF STRUVITE RECOVERY FACILITY SECTION R DETAIL REFERENCE SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL • DETAILN(LETTER)- 416161 (NUMERAL) SW SOUTHWEST STRUCTURE OR PIPE(NEW) TPS TREATMENT PLANT SERVICES STRUCTURE OR PIPE(EXIST) r -DRRAAWN ONUMBER TYP TYPICAL V VAULT DEMOLITION \\\�� Ni WAN WITH IN CONCRETE IN SECTION '�` E XLPE CROSS LINKED POLYETHYLENE STEEL IN SECTION 9 N WOOD IN SECTION GRATING IN PLAN F CHECKERED PLATE IN PLAN GRAVELED AREA IN PLAN ro OR SECTION V) L,° SAND IN SECTION I i U BRICK OR CONCRETE BLOCK IN SECTION a h x, GRADE ASPHALT CONCRETE (IN PLAN OR SECTION) L , i ri IF a . O 4, .,I.' HGINfE 1 7 OPE/ °z DRN SEL DA JULY 2017 PRw NAME SHEET TITLE SET 2 07 77 o�v6 r r IIIIIIIIIIIIIINMDURHAM AWWTP GENERAL N Ds"SEL + G002 SODIUM HYPOCHLORITE& ABBREVIATIONS, LEGEND, °ftE 1414.'oaecoN q 8/872017 l THIS BAR IS ONE INCH 11 4 I S�lVILX:S CAUSTIC IMPROVEMENTSG002 WV I c s MOH +1376013.68 0002 dwg WHEN DRAWING IS FULL APS SCALE SCALE commicommitmento�°OaI 't ir*Nu Kennedy/Jenks Consultants() SYMBOLS AND GENERAL p�r NA !EXPIRES: f/0f I MDL REV* DATE ORS MPO OESCRVOON 2550 SW Hills6ao Hwy. Fersboro,Oregon 971239379 421 SW fiTH AVE,SUITE 1000,PORTLAND OR 97204 NOTES new r 6823 ENGR STAMP 1 BASIS OF DESIGN CHEMICAL STORAGE - - iNG ( BUILDING t L 60075301 GEFFLUENT O (E)HYPO FEED PUMPS ® DISINFECTION NUMBER 2 —So- PUMPS(4) TYPE TUBE I 4110 1. CAPACITY(EA) 20 GPM @ 73 PSI MEEn 1 f ""`" Q EXCESS FLOW HYPO PUMPS (E)HYPO PIA ElIP „_ ; LIQUIDS 600T5301� (E)I lit CCB 1 TUNNEL HYPO NUMBER 2 "' ;T [ DAY TANKS(2) TRANSFERTYPE DIAPHRAGM PUMPS (E)HYPO i • - CAPACITY(EA) 0.066-52.8 GPH @ 58 PSI I 0 FEED PUMPS(2) 0 L_60075302 ] (E)CCB 2 LIQUIDS TUNNEL a. 4(E){LINES I 3 LIQUIDS TUNNEL HYPO DAY TANKS 1 ;sT-120111 ( HTP-12001 1 LST-12014( c,, ix (E)SODIUM (E)HYPONUMBER 2 HYPOCHLORITE TRANSFER TANK 2 *" 12P31301� �� d 60075303 7 (E)GCB 3 VOLUME(EA) 230 GAL O —_ 2018 AAF DEMAND BULK STORAGE TANK o. j.— .......—......4%- 2025 ADWF DEMAND" 390 GPO / j_60475302 3, or 71-1 2025 MMWWF DEMAND' 1,165 GPD(49 GPH) (E)DELIVERY 12P31302 BASED ON DURHAM 2008 FACILITY PLAN I CAMLOCK AND 60075304 j 2025 ADWF=26 MGD, 2025 MMWWF= 50 MGD OFFLOADING PUMP i. ® AND CCB SETPOINT=2.3 mg/L,3.2 mg/l(AOWF,MMWWF) EXCESS REUSE DISINFECTION I i tHTP-12002.I FLOW HYPO PUMPS(2) BUILDOUT ADWF DEMAND" 670 GPO PUMPS(2) BUILDOUT MMWWF DEMAND" 1,910 GPD(80 GPH) r f o► A { - I -*BASED ON DURHAM 2008 FACILITY PLAN AND 1.6xFLOW FACTOR I 0 --4M-0- ____.._, 60075305- 1 FOR BUILDOUT FLOW CONDITIONS,ASSUMES SAME CL2 SETPOINT z¢ ( 810P5301„ tr L.)p �4 EFFLUENT DISINFECTION HYPO PUMPS z a 3 a 1-1 r•ex- NUMBER 4,1 PER CCB.1 REDUNDANT (E)FILTER 13 TYPE DIAPHRAGM 7 60075306 CAPACITY(EA) 0.1-99 GPH 145 PSI ta 7 Z ST-12012 ST-12015 810P5302 0 U i m (E)SODIUM (Ej HYPO ca HYPOCHLORITE TRANSFER TANK LIQUIDS TUNNEL REUSE NUMBER DISINFECTION PUMPS 2 BULK STORAGE TANK TYPE DIAPHRAGM CAPACITY(EA) 0.066 52.8 GPH @ 58 PSI SOLIDS BUILDING Of IPt Ct CHEMICAL ODOR SCRUBBER I s (E)EXCESS FLOW SOLIDS BUILDING HYPO DAY TANK DIVERSION NUMBER 1 rte, i► VOLUME 200 GAL 2018 ESTIMATED DEMAND 70 GPD(MAX) SOLIDS BUILDING (E)CHEMICAL DEMAND IS ASSUMED CONSTANT ' ODOR SCRUBBERS zQ7 SOLIDS ODOR CONTROL HYPO PUMPS NUMBER 2 I ; r-- aTYPE DIAPHRAGM IST-12013 I I >M•-- MP. CAPACITY(EA) 0.066-52.8 GPH @ 58 PSI I (E)SODIUM HYPOCHLORITE BULK STORAGE TANK ®SOLIDS BUILDING 0 SOLIDS ODOR CONTROL 8 CAUSTIC BULK STORAGE TANK FILL CONNECTION TRUCK-CAMLOCK it HYPO DAY TANK HYPO PUMPS(2) NUMBER 1 . VOLUME 8,500 GAL LCHEMICAL ODOR SCRUBBER III o - -- € CONNECTiON TYPE PUMPED 1930P5301 I f j ESTIMATED DEMAND 70 GPD MAX L OS-701 w E I O5 702 _1 STRUVITE RECOVERY FACILITY 93015301tti 1 I CONNECTION TYPE 1'GRAVITY PIPELINE offie- / EXTERIOR 930P5302 A O9 SOLIDS ODOR CONTROL CAUSTIC PUMPS SOLIDS NUMBER 2 Irt BUILDING TYPE DIAPHRAGM toCAPACITY(EA) 0.068 52.8 GPH r 58 PSI at J CAUSTIC BULK (n} I SOLIDS CONTROL I i g STORAGE TANK v �9 CAUSTIC 93075501 PUMPS(2) U- TRUCKI I 0 r U OFFLOADING 3-4.- r •l E F STATION 1. 930P5501 S LEGEND M ca SRF BUILDING EXISTING I j 930P5502 _. EW 19975503 j ., to (E)CAUSTIC DAY TANK ' '..°-% it: a• DR+SEL a JULY 2017 PRari.A4 SHEET TITLE 51 Er 3 OF CMG ac�HEfq �� DURHAM AWWTP GENERAL 77 PI-01 8!8!2017 THIS BAR IS ONE INCH Can SODIUM HYPOCHLORITE& SODIUM HYPOCHLORITE °” r. °SN SKIMDH �0003 G003 I o C/(MOH cAn FSE+1376013.66-6003. WHEN DRAWING IS FULL Oar°0 �I,char. CAUSTIC IMPROVEMENTS ` AND CAUSTIC SCHEMATIC rte• NA aa8coN9 SCALE MDL SCALEKennedy/Jenks Consultantsa cws IExPISEs:0,4I APP0REV s DATE DAN APED DESCRIPTION 2550 SW Htllsboro Hwy. HAIsboro,Oregon 97123-9379 421 SW 6111 AVE.SUITE 1000,PORTLAND OR 97204 DIAGRAM PROs•. 6823 ENGR$THAW. I BASIS OF DESIGN SULFURIC �— I ACID BULK SULFURIC ACID STORAGE SOLIDS BUILDING TANK V SULFURIC ACID BULK STORAGE TANK �750T4901� NUMBER 1 �� I VOLUME(EA) 1,000 GAL FILL CONNECTION TRUCK-CAMLOCK I I 11111 /1 SULFURIC ACID 0, SULFURIC ACID PUMP TRUCK v PUMP NUMBER 1 OFFLOADING TYPE DIAPHRAGM ' STATION L CAPACITY(EA) 0.02-15.9 GPH�'145 PSI '1 SHELF SPARE I750P49011 I I (E)CENTRATE El I WETWELL 117201011 I EXTERIOR SOLIDS BUILDING [1750P490e I I I (E)CENTRATE WETWELL 117201021 I I I t 0 ID It S IE LEGEND p EXISTING M NEW IC; M O g }' 0 PR IN V SEL ° JULY 2017 — t 61Nf( 7. 3PE,i t PROJ NAME SHEET TITLE DING °�isKrMDH �G004 ` DURHAM AWWfP GENERAL ` 4 OF 77 � .s ON TH{S BAR IS ONE INCH _Y r �_u SODIUM HYPOCHLORITE& SULFURIC ACID 0i _ t, gOREG4A, o MDH CAD rut•137fi013.66 G004.€Jwg SEN DRAWING IS FULL sill ` JGIVA Y CAUSTIC IMPROVEMENTS G004 pA 'g sCALE Osuree..aaw.4aW� SCHEMATIC DIAGRAM "QT•' : APPO MDL sc LE DATE as MVOmrwn 255 V ftbsbore Kennedy/Jenks Consultantso CWS IExPiaEs: 4,,A ii) Hwy HdisOore,Oregon 97123-9379 421 SW 8TH AVE,SUITE 1000,PORTVWO OR 97264 CWS 9923 ENGR STAMP I /.SINGLE-LEAF (WATER-TIGHT) z ACCESS HATCH SEE AC OR GRAVEL ROADWAY AREAS ' NON-PAVED AREAS (E)GRND EL APPROX 153 0 SECTION 02085 i� SEAL SURFACE OVER JOINTRESTORE SURFACE TO MATCH WITH TACK MATERIAL AND 6"MIN / E EXISTING GRADE,TWO 2-INCH © 4"x1"ECCENTRIC PIPE SLEEVE SAND(AC PATCH ONLY) t, - - / COMPACTED LEFTS,000T LEVEL 3 TYPE Xt PIPE _� SEAL,FERNCO,OR EQUAL SAW CUT ONLY STRAIGHT PER ODOT SPECIFICATION 00749 M002 PENETRATION SEE / VERTICAL JOINT(TYP)TACK I COAT CUT EDGES # MOUND 3"TO ALLOW FOR UNISTR PIPE CROSS BRACING r SETTLING AND HYDROSEED WITH CLAMP `�_ _ __ _ o. -- CUT(E)FRP DUCT SQUARE, • la f BOTH ENDS AND REMOVE AS ` CRUSHED ROCK BASE 7 SLOPE SIDE ALTERNATIVE W ' -1 }-1 CONST P NEEDED FOR PIPE INSTALL __ COURSE UNDER ROADWAY .t, ) I o , r `-� I SHEETING OR SHORING. __ _.+'-APPROVED NATIVE BACKFILL (E)30"FAD AS REQUIRED OR IMPORTED BACKFILL. a.ct 1 3"WIDE WARNING TAPE SEE SPECIFICATION w % r (N)ONE-PIECE WRAP-AROUND r t"CAUSTIC J� IE IN 149.0 CASING SEAL WITH 2 TYPE 316 4"HOPE SECTION 02301 - � '- IE OUT 148.9 ti 12CONTINUOUS TRACE WIRE OR VARIES jTUBING FROM 1 STAINLESS STEEL BANDS CONTINUOUS II TONE WIRE FORibbe y, TUBING BULK TANK NON-METALLIC PIPE T ■ ,f i.__1_ I fl PIPE ZONE BACKFILL ------ C TOP ® 6.-9,-; 9"12" 1 ,r / BOTTOM ELEV MATERIAL,SEE j CROWN .04 7 fi r / OX 147.0 SPECIFICATION SECTION PIPE ZONE - ��.�_ � f � �� '-71-'4/-11 77� App 02301 INVERT SPRINGLIKE f �� PIPE BEDDINGg. KEY NOTES: soTTe s" z �,-' I TOE PENETRATION OF -- SHEETING AS REQUIREDI , ; n /� BY THE CONTRACTOR SINGLE OR MULTIPLE PIPES. L/ PROVIDE CONTINUOUS 1-INCH HOPE FROM CAUSTIC SPACING BETWEEN PIPES AS BULK TANK TO PULL VAULT#1 PROVIDE SHOWN.OR AS REQUIRED FOR aIL 1 I CONTINUOUS 1-INCH HOPE FROM PULL VAULT#1 TO PROPER INSTALLATION SRF BUILDING.ONE BUTT WELD ALLOWABLE AT �i CONNECTION INSIDE PULL VAULT#1 \` - 17474 7/J -f-/`/:+�'/.�!"7'!./`7//` f/// // `/ — `v 1 0 INSTALL 30-INCH FERNCO END CAP WITH STAINLESS I __ __ 10*/` STEEL RACHET STRAP ON END OF PIPE,ABANDON TYPICAL TRENCH DETAIL {N)4"GONTAtNMENT IN PLACE SCALE NONE (N)1"CAUSTIC ( CAUSTIC PULL VAULT#1 ISCALE NONE I 4"x1"DOUBLE CONTAINMENT END TRANSITION w i I 6"0 TEE WITH t ;. (E)CONC MH q' (N)ONE-PIECE WRAP-AROUNDArli TYPE X1 PIPE OPEN TOP PENETRATION SEE 1"HDPE 1"SS (TYP OF 2) ,/f o CASING SEAL WITH 2 TYPE 316 M002 4"HOPE FLG �� 0 STAINLESS STEEL BANDS �` ' a j / 4"HDPE TYPE X1 PIPE (N)6"0 DR FROM a / INSTALL 30 INCH FERNCO END "CAUSTIC jellk PENETRATION SEE (N)6"0 NEUTRALIZATION CAP WITH STAINLESS STEEL �Ih M002 (TYP OF 2) BASIN / RACHET STRAP ON END OF PIPE !f \ v TO BE ABANDONED IN PLACE-1/ f E1 (E)30"FAD -- I V ; i° `- 4"PVC FLG / _IIIIIIIIIIIIIIII INSTALL(N)6"0 DR / J PIPE AS INSIDE DROP m 1111.11 '� (N)6"FROM -- ROUTE PIPE TO 12" ! ABOVEAPPROX(E)' '3 CAUSTIC 1"CLEAR PVC I MH ELEV OF 148.0 V• OBSERVATION (E)8"SS _ / DROP LEG APPROX ini illy I j I A (E)IE 147.0 E IE _ m V . i ,,. ., . , . < Sl \. �-t Ts , __ \ II �t ROUTE DRAW PIPE TO(E)CONTAINMENT f of \ - (N)40 CONTAINMENT CUT(E)FRP DUCT SQUARE, NOTE: 8 --(N)1"CAUSTIC BOTH ENDS AND REMOVE AS ---. ri NEEDED FOR PIPE INSTALL 1, BACKFILL EXCAVATION WITH CRUSHED ROCK AND REPAIR $ PAVEMENT SURFACE PER DETAIL 1/C001 ( FAD TRANSITION DETAIL (4 \ CAUSTIC PENETRATION AT SRF !-g'\ (E) SS MANHOLE CONNECTION 3 SCALE NONE SCALE NONE SCALE NONE , 6Ns_ I < ova SEL OM JULY 2017 FRO*NAME SHEETTITLE SWEET 5 of 77 DWG* 111111111111111.11111. DURHAM AWWTP civil `" iiitrz' 6aEc0H 094 SEL .C001 THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& DETAILS DATE PIOTX017 a°' CII ' CAUSTIC IMPROVEMENTS COO1 I c c a MOH SAD FILE x1376013.66 0001 dwg SEN DRAWING IS FULL t L don TLC• NA g SCALE Kennedy/Jenks Consuttantsocws !EXPIRES! G�t' =( MDL SCALE REV* DESCRIPTION CNN co DESCR�p, N 2550 SW H#sboro Hwy H4tsboro,Oregon 971239379 421 SW 6TH AVE,SUITE 1000,PORTLAND OR 97204 r 6823 Encu Svc I NOTES: 1. CONTRACTORS FOR VARIOUS PROJECTS I —* _ _ SHALL CONFINE OPERATIONS TO THE STAGING AREAS AND WORK ZONES INDICATED ON THESE PLANS AND SHALL COORDINATE WORK WITH OTHER CONTRACTORS ONSITE THROUGHOUT CONSTRUCTION.CONTRACTOR SHALL NOT BE ,�--4,-- r" ENTITLED TO DELAY DAMAGES OR CLAIMS RELATED TO ONSITE COORDINATION WITH OTHER CONTRACTORS OR SUBCONTRACTORS. I ti� 2. CONTRACTOR IS RESPONSIBLE FOR ANY • 6��<0`N s AREAKREQUIRED TO PREPARE STAGING INCLUDING BUT NOT LIMITED TO FENCING.PAVEMENT MARKINGS.ETC I SRF BIOFILTER MAIN 3 NORMAL WORKING HOURS ARE 7:00AM TO ENTRANCE AND 4:00 PM,MONDAY- FRIDAY EXIT { Q^� S.W.85711 AVENUE I ! f/ SEE DWG M400 FERMENTER r W KEY-SP�ACEEAVAILABLE FOR CONTRACTORS $IOFILTE U T— ^�' TRAILER WITHIN THIS STAGING AREA I I SRF / ' PRIMARY 2 p2 LARGE STAGING AREA TO BE SHARED WITH OSc�1! ''O " CLARIFIER PRIMARY OTHER CONTRACTORS WORKING ON SITE OSS 9•' Na 3 CLARIFIER PRIMARY w > DURING THIS PROJECT. Na 4 EFFLUENT qq� To s �'> PRIMARY EXCESS FLOW PUMPSTATION G? " `�.9� / CLARIFIER - O GATE IS FOR TRAFFIC INTERNAL TO PLANT • Na I DIVERSION ' CHEM I {N)1"CAUSTIC A ¢,STRUCTURE TRENCH ROAD'S" # LOCATION OF(E)SODIUM HYPOCHLORITE BULK TO p PRIMARY �� RAGE AND TRANSFER TANKS AND(E) / SEEAnk QOM �c CLARIFIER CHEMICAL TRANSFER PUMPS AND(N)EXCESS FLOW C001 1/ �# Q 41 s 764/ NO.2 � ,. BUILDINI q�; PUMPS , : 4Q ,_ 5� ALIGNMENT OF(E)(4)DOUBLE CONTAINED " 13 �� PVC HYPO CARRIER PIPES INSTALLED BELOW I / {N}1"CAUSTIC IN ' j FST` !1_{_ -. ®''=� GRADE WITHIN UTILITY TUNNELS DEMO(4)(E) (E)30"FAD SEE f sj �S/ ON VV HYPO PIPES AND REPLACE WITH TWO(2)(N) O �� No N FREIGHT ELEVATOR 1-INCH HYPO PIPES TO(N)LIQUIDS TUNNEL DWG C310 ...*4)...90 SECONDARY 2 , 8000 LBS GLM LIMIT `` •'.,,,-4,4, tS' CLARIFIER DAY TANKS,USE EXISTING ALIGNMENT SEE I �CSG NO.i ELECTRIC AERATION AERATION SECTION 01140,15050,AND DRAWING M005 SUB BASIN BASIN FOR PIPE ROUTING AND INSTALLATION (N)1"CAUSTIC — ' STATION Na 3 NO.4 SEE DWG M100 REQUIREMENTS. " SECONDARY 0 , SEE® ANAEROBIC ` O © ALIGNMENT OF(E)1/2INCH PVC HYPO PIPE I DIGESTERS 0 (� C /FUER RAS l°J G061 `� �✓ ^ PUMPING INSTALLED BELOW GRADE WITHIN UTILITY �j / STATION TUNNELS DEMO(E)1/2-INCH HYPO AND G CHEMICAL r`t SECONDARY REPLACE WITH(N)1-INCH HYPO.USE EXISTING SECONDARY i CLARIFIER L (� CLARIFIER ALIGNMENT SEE SECTION 01140,15050.AND SEE DWG M300 NO.1 p' CLARIFIER / NO.3 NO 4 DRAIMNG M005 FOR PIPE ROUTING AND m CHEMICAL INSTALLATION REQUIREMENTS J / 4V CLARIFIER /� Tj� / / NO2 V INSTALL(N)1-INCH HYPO PIPE FROM CHEMICAL BUILDING TO EXCESS FLOW DIVERSION I 4� s / CHEMICAL 11 �" STRUCTURE,SEE DWG M003. o F. CLARIFIER 2 ® STRIP FOLLOWED BY GRUB TANK AREAS. I • A�l No,3 o KEY NOTES CONT � SITE P��N / rel N 16 _....__.z __. \'/ PROVIDE INLET PROTECTION AT ALL CATCH M BASINS RECEIVING SURFACE RUNOFF FROM o STORAGE € Q WITHIN THE CONSTRUCTION ACTIVITY AREAS. r� �er� �z / BUILDING 13 HYPO PIPING REPLACEMENT AT ill o r'lar 200 1/ / SEE tA/MppS.ICAL BUILDING CORNER 10 ALIGNMENT OF(E)1"DOUBLE CONTAINED • SURGE BASIN RD. 14 HYPO PIPING REPLACEMENT AT CHLORINE SOLUTION PIPE INSTALLED BELOW r LIQUIDS TUNNEL SEE IuGRADE WITHIN UTILITY TUNNELS.DEMO(E) titI M200 SERIES DWG'S t, TRAIN 3 RAS PUMP STATION SEE 1-INCH CHLORINE SOLUTION PIPE AND 2 LEGEND: FILTER , X005 REPLACE WITH(N)1/2-INCH HYPO PUMP FROM mI BACKWASH (N)REUSE DISINFECTION PUMPS TO FILTER 12 15 HYPO PIPE REPLACEMENT AT SEE SECTION 01140,15050,AND DRAWING M005 U I CONTRACTORS STAGING AREA BASIN SOLIDS TUNNEL SEE 41M005 FOR PIPE ROUTING AND INSTALLATION E SURGE NO.BASIN 16 HYPO PIPE REPLACEMENT AT REQUIREMENTS. FILTER TUNNEL 13.SEE 5/M005 11 REUSE EXISTING FLOOR PENETRATION AT a FILTER 13 AND INSTALL NEW PIPING AT FILTERS 12 AND 13 PER DETAIL 6/M005. a ALIGNMENT OF(E)1"DOUBLE CONTAINED I m HYPO PIPE INSTALLED ALONG CEILING OF(E) CHEMICAL BUILDING.DEMO(E)1-INCH HYPO o PIPE FROM EXCESS FLOW PUMPS TO CHEMICAL TRENCH AND REPLACE WITH NEW 1-INCH HYPO. I �,„GtaeE,, 764/SPE Den SEL a JULY 2017 °Rw"uuE sEerm� VIM' 6 77 owc• ry Ia_ DURHAM AWWTP CIVIL sEL $clop THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& * ara/zon oRE�b� aeanWaterirServicesCAUSTIC IMPROVEMENTS SITE PIAN,LOCATION PIAN C 100 0� r` � c�MDI-1 �FuE•1376013.f�6-G100,dwg WHEN DRAWING IS FULL Q SCALE OW cyanamid b d«* AND CONTRACTORS °�°• NA � MDL 1"=100 KennedyfJenk5 ConSukantso IExPItiES; 4/6/1) 9E,r. DATE ora MVO oescroPno� 2550 SW Habeoro}AilNfibbora Ori 97123-9379 421 SW 5TH AVE,SUITE 1000,PORTLAND OR 97204 STAGING AREA ,. 6823 Emast s„ • ((E)ELEC BOX -- +. (E)2"GAS -__.. _- - (E)24"FAD Z � - � .. t7- IE 149.0SOLIDS BUILDING I (E)ELEC CONDUIT 4 Z ` Z ` _� �\ r (N)8,500 GAL I O ABANDONED 30" AD ( ✓ CAUSTIC TANK SEE DWG M310 -s E AI 4.x4'x6'DEEP ! f j1 I ui -1 CAUSTIC PULL ?� C001 VAULT*1 !!! O ui uJ uu7 SEDIMENT WATTLE --/ I . I -•__----___(E)PIPE BANK (1)2"PROFIBUS (2)4"CENTRATE AND SPARE I (1)1"M9Cl2 it-(E)314"GAS [7:/?_____1 1 (N)1°'CAUSTIC DOUBLE IE 150.0 / CONTAINED WITHIN 4* I -- fr- f CONTAINMENT PIPE - IE 152.0 QTYPICAL PIPE 1- C001 TRENCH INLET FILTER BAG --' I I/ (E),s•DG-/ I ( PLAN 10 20 1=10' I �� o ,!l k) . � (E)SSMH--/ F- 5 -FAD TRANSITION ��14 ' EL 129.44 / SEE DETAIL �y(p z0 / COO 7 (�-�� c I , fai u_ O J F, Z J CC LU Q. ' {tet O y z �'` ~�� 07 (E)66 SS .. w vi U {E)8"SAN - uy '----- (E)ELEC DUCT �$ p •` TYPICAL PIPE oTRENCH o . ' -- NOTES: to 2 cool rni {0 (N)1"CAUSTIC DOUBLE /r(N)1"CAUSTIC IN(E) 1. SLOPE PIPE TO DRAIN,MAINTAIN 'S. CONTAINED WITHIN 4" - ABANDONED 30"FAD 3-FOOT COVER AT ALL TIMES. - - i - _ W CONTAINMENT PIPE ---1 2 MINIMUM BEND RADIUS PER MFG U u - RECOMENDATIONS. $, --(E)PIPE BANK APPROX 4 5'DEEP (1)2"'PROFIBUS 3 STRAW AND SEED TRENCHING I .--"" (2)4"CENTRATE AND SPARE EXCAVATIONS TO RESTORE I ? I (E)66"SS - ' (1)1"MgC12 EXISTING GRASS. O APPROX 4.5'DEEP 4, PROVIDE INLET PROTECTION AT m ALL CATCH BASINS RECEIVING Ni SURFACE RUNOFF FROM Im CONSTRUCTION ACTIVITY AREAS M PLAN 9 10 20 Q p- ` rt0•--- •y �GiHEE • ► W`, ��w�w�R, wSEL w JULY 2017 pt"NME SHEET TITLE sneer 7 or 77 rnva• �, DURHAM AIIUVItTP CIVIL SODIUM HYPOCHLORITE& CAUSTIC PIPING PLANS ems- OREGON 8l8f20f7 ' 9 xt SEL C310 THIS BAR IS ONE INCH ,; C31 0 DANT.' ,,.4br I : MOH .1376013-66-0310 dw9 WHEN DRAWING IS FULL �alp CAUSTIC IMPROVEMENTS vc• NA Kennedy/Jenks Consultantsc cws 6823 I[xviRcs: !!� �/�I " MDL SOME 1"=1 SCALE. REV 1 Gare OrzM Awa oesc,vnoN 2550 SWH4sbwo €rMresrua�. Nwy. Ht9sDoro,0legon 97123-9379 421 SW 6TH AVEAYE.SUITE 10pp,PORTLAND OR 97204 I PIPE SYMBOLS VALVE SYMBOLS PIPING DESIGNATION GENERAL PIPING NOTES 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. DESCRIPTION SINGLE LINE DOUBLE LINE DESCRIPTION SINGLE LINE DOUBLE LINE /1 CENTERLINE ELEVATION REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. } !i (UNLESS NOTED OTHERWISE) EXISTING PIPE GATE VALVE — 7`-? o i4 -:9 XXX,X f XXX-X 2 LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. NEW PIPE ? r' 6' I RW 3 SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT GLOBE VALVE PIPE TO BE REMOVED �� ,��\ 5� RW IGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED TYPE OF JOINT AAND FITTING MATERIAL HALL BE THE SAME AS SHOWN PLUG VALVE 1 I -- L FOR ADJACENT STRAIGHT RUN OF PIPE. FLANGED,WELD NECK ;'i PIPE USE,SEE PIPE SCHEDULE ' FLANGED,SLIP ON j -----.-- SWING CHECK VALVE T E" �` 4----33 NOMINAL PIPE DIAMETER 4- ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS SCREWED,SOCKET WELD = ? DOUBLE DOOR CHECK VALVE :- °_ OTHERWISE NOTED.. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. BELL&SPIGOT ---1:2-_-_-', BUTTERFLY(FLANGED) i t M t - -i MECHANICAL JOINT •' r 5 SYMBOLS,LEGENDS,AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN BUTTERFLY(WAFER) + y T VALVE DESIGNATION ARE NOT NECESSARILY USED IN THE PROJECT. ELBOW-STRAIGHT -.y ` BALL VALVE(OPEN) ,-_-____ t I y 6 NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ELBOW-REDUCING „VD BALL VALVE(CLOSED) —; ACTUATOR SYMBOL APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE I ° 1 1-.� CONVENIENT REMOVAL Of VALVES AND MECHANICAL EQUIPMENT DIAPHRAGM VALVE „ 7 THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND ELBOW-DOWN - --1 PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED CAPILLARY CONTROL 'FV`, VALVE EQUIPMENT NUMBER, APPURTENANCES INSTAL I FD UNDER THIS CONTRACT TO THE EXISTING I ELBOW-UP +- VALVE {' ,-- -- rot;' CONTROL VALVES ONLY, PIPING AND FACILITIES,AND TO THE WORK OF OTHER CONTRACTORS CONTROL VALVE 1 8 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS CROSS a-__' 9 ELEVATION TO CONNECT TO AN EXISTING PIPE OR STRUCTURE.THE CONTRACTOR ( ) SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS I CONTROL VALVE c:ICA_1 EXACT LOCATION.SIZE,MATERIALS,AND INVERT ELEVATIONS. I REDUCER (PLAN) PIPE SUPPORT DESIGNATION 9. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED TEE + = PRESSURE RELIEF VALVESA_L OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND 1 (ELEVATION) YTxxs PIPE SUPPORT DESIGNATION PIPE USE I TEE-DOWN q (TYPE XX SUPPORT) 10 INSTALL ALLHYPO PIPING ASCENDING TO AIR RELIEF VALVES. - E .:. BACK PRESSURE VALVE y (PLAN) ^ ,S T‘ ____ __` SEE PIPE SUPPORT DETAILS 11. ALL PIPE PLUMBED OVERHEAD ACROSS DOORWAYS OR WALKWAYS TEE-UP FOR SPECIFIC REQUIREMENTS SHALL BE CONTINUOUS PIPE SPOOLS WITHOUT SPLICES ACROSS THE UNION _ 5 HOSE 8188 H@ 1 1- DOORWAYS OR WALKWAYS- AI I FLEXIBLE RUBBER CONNECTOR -L' r— if _.y AIR RELIEF VALVE _ MOOS + PIPE SCHEDULE FLEXIBLE HOSE ��,,4 { CONNECTOR 1. #. 9 — — FLANGED COUPLING ROTAMETER ABBREV SYSTEM SIZE SERVICE FLOW MATERIAL TEST SAFETY TYPE SYSTEM PRESSURE MEDIUM E VALVE TEST TESTALEAKAGEE DURATION SHEILD CONTAINMENT UBLE j ADAPTER CAUSTIC SODIUM HYDROXIDE D 150 PSI W NONE 4 HRS YES FLEXIBLE COUPLING r 1' t„__ 3 CAUSTIC SODIUM HYDROXIDE ALL l B G HOPE U 1 D 150 PSI W NONE 4 HRS NO Y S DISASSEMBLING i_-__ _1 ACTUATOR SYMBOLS DR DRAIN <.7' BIE GIP PVC-1 V-1 C,D,E 150 P51 W NONE 4 HRS NO NO = ° i+F JOINT Tori D3/ DR DRAIN >2" B G PVC-6 V S NONE 15 PSi W NONE 1 HRS NO NO HPA COMPRESSED AIR <1" E P SSP W-1 G 150 PSI A NONE 4 HRS NO NO FLOOR DRAIN 0MOTOR (M- 0 y HYPO SODIUM HYPOCHLORITE ALL E P PVC-1 V-1 C 150 PSI W NONE 4 HRS NO NO I o CLEAN OUT Si PW,PW-T POTABLE WATER, ALL B/E P CUP T-1 A 150 PSI W NONE 4 HRS NO NO UTILITY STATION TYPE X SOLENOID TEMPERED V VENT ALL E G PVC-1 V-1 NONE 15 PSI W NONE 1 HRS NO NO el H-1 PNEUMATIC ACID SULFURIC ACID ALL B P CPVC V-9 E 150 PSI W NONE 4 HRS NO YES EMERGENCY EYEWASH STATION Pi ACID SULFURIC ACID ALL E P CPVC V-9 E 150 PSI W NONE 4 HRS YES YES d ACID SULFURIC ACID ALL 0 P PTFE U-4 E 150 PSI W NONE 4 HRS NO YES `n, FLOWMETER SYMBOLS PIPING SCHEDULE LEGEND: PIPE TYECIFICATIOSECTION 15050 UNLESS PE AND VALVE SYSTEM I N CT DESCRIPTION SINGLE LINE DOUBLE CINE SIZE MATERIAL SEE SPOTHERWISE NOTED NOMINALPIPE DIAMETER(0)IN INCHES (FOR REFERENCE ONLY,SEE SPECIFICATION DR VALVE SYSTEM SHALL BE COMPATIBLE MAGMETER 46,_____-- s -- _..q 15050 FOR DETAILED PIPE MATERIALS) WITH THE CHEMICAL SYSTEM BEING i SERVICE DRAINED I TURBINE METER _ - { — . B BURIED CUP COPPER o E EXPOSED CPVC CHLORINATED POLYVINYL CHLORIDE TEST MEDIUM 00 OVERHEAD HOPE HIGH DENSITY POLYETHYLENE A AIR ,t VENTURI METER - 1i-;,}--- d 4:i`_1 PVC POLYVINYL CHLORIDE W WATER g FLOW SSP STAINLESS STEEL PIPE IG GRAVITY PTFE POLYTETRAFLUOROETHYLENE ALLOWABLE LEAKAGE AND TEST DURATION rr1 P PRESSURE SEE SPECIFICATION SECTION 15050 M VALVE AND FITTING SAFETY SHIELD 5 SEE SPECIFICATION SECTION 15050 ' a. QaGIHFf4, 7 44 °aR c... JULY 2017 rRartiuAE SHEET TITLE T OF 77 owns SEL °",� �� DURHAM AWWTP MECHANICAL 8I /f ri oR+coir THIS BAR 15 ONE INCH SODIUM HYPOCHLORITE& LEGEND,SYMBOLS, rr 0' osTMSEIDWG�M001 —y �, 4_'- �� 818/2017 a o MOH 6137881388-Mm dwg WHEN DRAWING IS FULL dl, .7ClYL�S CAUSTIC IMPROVEMENTS a�� ,� n�roo SCALE Our is GENERAL PIPING NOTES / Kennedy/Jenks Consultants° (EXPIRES: VIA/71 ^ MDL REV DATE ORM APP° DESr;Rptgp 2550 SWHiliahwOHag. Hffaboro Oregon 97123-9379 421SW6TNAVE.SUITE 1000-PORTLAND OR97204 AND PIPE SCHEDULE ,. 6823 eSTAMP / I 41 ii Ills i FF (E)V HYPO DOUBLE II Lill so INSTALL(N)DOUBLE711 III i CONTAINED PIPE AND I ,�. 1 /,„, W (N)1"HYPO AND CONTAINED(TYP OF 4) AN AIR RELIEF VALVE it BALL VALVES AT THE HIGH POINT, --".-• \`I _ CONNECT TO(E) a • 'i�///�//��/��/��( / 1-i k HYPO RETURN LINES (7 (TYP OF 2) -41 b � 0 oi wR 4,....- tl9 sc / . • ori ` , G 1Nilo . .. � -_r. • OR i% ,i , _ I !I v i , .-:.,_, - ` '- ''`' ' 1 DEMO(E)PIPING BEYOND { ' .. (N)CONNECTION LOCATION (INSTALL(N)90°FITTINGS AND �e ROUTE(N)HYPO PIPE ACROSS �w :1,, } "M°" . * xI �.. TUNNEL TO(N)DAY TANK '0 ° .wse� ! zf r '. (TYP OF 4 PIPES) _ � t I . _ ranoI r-,--, (N) HYPO FEED LINES DETAIL (\ LIQUID TUNNEL HYPO PIPING CONNECTIONNOT USED I SCALE' NONE SCALE: NONE SCALE. NONE I T ', —CORE-DRILLED "rEMOLISH(E) HOLE THROUGH q ' IPING IN BETWEEN / EXISTING WALL ' ..:* OR SLAB ;� �j I��"EWCsNNECTIONS -M. I w PER SEAL MANUFACTURER REQUIREMENTS iiiii • " 4 e� vs Irl/ AVNg' r `' MODULAR MECHANICAL TANK SIDE OF 4 s : 101 > EXPANDING RUBBER SEALL-�,,".--- WALL m. EMOVE(E) USE SST ATTACHMENT V ; '8.0,,,LYEWASH AND 1. tj HARDWARE '` '` REPLACE WI NEW v° `.' 'TRUE UNIONlt �` en NOTE; .. VALVE 'm PROVIDE EXPANDING RUBBER SEAL ON BOTH ENDS OF P OF 2 s .. II PIPE PENETRATION FOR T>12-INCHES a. NOTE Rr 1 CONNECT(N)PW PIPING DOWNSTREAM OF(E)ISOLATION VALVE.PLUMB(N) I fi FOR EXISTING WALLS,FLOORS,AND CEILINGS 1 114"PW TO(N)HOT WATER HEATER PLUMB(N)PW-T FROM HOT WATER HEATER TO(E)EMERGENCY EYEWASH/SHOWER PIPING01 el INSTANT HOT WATER HEATER PIPING NOT USED TYPE X1 PIPE PENETRATION DETAIL �`� CONNECTION DETAIL I r SCALE NONE SCALE: NONE q SCALE: NONE Y r,,,,,..,,,af I v) < VSEL JULY 2017 PRO!NAME SHEET TITLSHEET 9 Of 77 ower +SK ,Mooz DURHAM AWWTP MECHANICAL s/srtol7 ✓ OREGON 9 THIS BAR IS ONE INCH CIPdA C[ S�VlOB3 SODIUM HYPOCHLORITE& SYSTEM PIPING M002 E, C$K MDH c E*1376013.68-M002.dw� +EN DRAWING IS FULL CAUSTIC IMPROVEMENTS �yoAVA I SCALE � �� DETAILS I Pic. AvPo MDL scuE Kennedy/Jenks Gonsu(tantsc (E%FIRES: G/i firl REV DATE DAN APPD oo ciePtroN 2550 SW Hi4boro Hwy. Hillsboro,Oregon 97123-9379 421 SW 6TH AVE,SUITE 1000,PORTLAND OR 97204 6823 ENGR StM II ._ ' (E)EXCESSFLOW If awe p*Arty xDNERSION STRUCTURE ir .� rt REMOVE ANO I *s«� y ,� r ,x' :111111.1111.11.11111111111111111--: �'� ° .rREPLACE �. � USE(E}PIPE b 3 Mw T ..., _ (E)1"HYPO k ‘• ‘;.,'*:,47.2r SUPPORTS i ; �� r ROUTE PIPE TO MATCH(E) :* '4� . at (N}1"BALL VALVE PIPE.INSTALL{N)1"HYPO `',44°_4„;:.,..,4" : (TYP OF 2) INTO(E)STRUCTURE. _ ,;•� � ROUTE PIPE TO 4 -- SEE DETAIL 3l M002 s � a . MATCH(E)PIPE {N}1"HYPO ROUTE " 1.:' y ; : , ` >� TO(E)CHEMICAL s: s;^�-- PIPE TRENCH a " '✓`> " z ,aye NOTES _ _ _. � 1 CONNECT ONE OF THE(N) REUSE(E)PIPE - • k) HYPO PIPES TO THE(E)HYPO I SUPPORTS =.F ,,' #•-• PROVIDE CORE DRILL :t.7-,,,,‘,1._ ' -• � ' d's . '' PIPE. -AL z., AND INSTALL X-1 WALL , "s " OZ ",p x + z PENETRATION SEAL - rz, -;.".V...1,:114„•,-_,, Z. INSTALL ONE(N)i"HYPO TO �� *i ,1"'� m .4 •SEE DETAIL 51 MOO 2 Y ` , EXCESS FLOW DIVERSION Q� -x* }*J {' ` •► a STRUCTURE ` �� .. `*::'-'7;," (-'7:-.,v''-',..'",',..-.:-.,-, i "` �� 2,,,,,4°:- 4`,.:i.. ..` _ Y. ,:k--.7-9‘" , " ' SEE DETAILS �� 5 .� t;y >{ 4 - y .:':,,;:..,.,:;:::44:::,:=7.,_,-..,, , t ' / `GP s i, ,'•C'''-:.-i, 4 1. " w .,�`. 9s ,+ � e x'f 0 �4 `Z s-'.1- �xx':h.$ x. s `*: , NEW EXCESS FLOW PIPING DETAIL _ PIPE ROUT NG DETAIL ill ^ 1.4", .3' -%. # , - II IEXCESS FLOW CONNECTION DETAIL SCALE NONE SCALEEXCESS FLOW ' NONE SCALE NONE ,— WARNING SIGN 1 112"PW-T EWS- 1'-4 _ � FSS . — 1 l �.-.< WARNING SIGN .. A„—(STROBE PIPE COUPLING(2),WELD > I _' - TO RACK FOR AIR AND CHEMICAL CONNECTIONS. 4 ° k i HPA PIPING(TYP} F SIZE TO MATCH AIR AND , ! CHEMICAL LINE SIZE PI 30 PSI MIN �� • 1T _ t t '71 % (4)9116"DIA HOLES OR 112" +a f a 2 CHEMICAL FILL DIA BOLTS AND NUTS FOR CONNECTION(TYP) I SET POINT=70°F 4"TYP I ,1" PODT MOUNT ,.rt-.... �.- ( , — 3-WRY MIXING VALVE C3 x 5,0 POST x d'-0'LONG, SUMP GRATING i A WITH 3"x8'x114"BASE SET 2 ON 112'GROUT ! 7 Hi v (2)1/2"DIA m ANCHOR BOLTS 1 ,.'� � ww „,,,,,,,,,,,,..„,, „<„,..„„.,,H.,..,,,.,•,,.. ,,,,,,,,,___ n FROM(E)HOT �. �\ u� WATER HEATER(11M99810) TYP 73!16 ¢ �t 111 FROM(E)PW SUPPLY �. 1 1 U $ -- 4' ”- NOTES r 1 PROVIDE ALL CHEMICAL FILL STATIONS PER SECTION 10400. I £ NOTES 2 CHEMICAL FILL STATIONS SHALL BE WELDED CONSTRUCTION 1.EXISTING PIPING iS ABOVE FALSE CEILING IN LAB.CONNECT TO MATERIAL MIN 3116"316 SS FOR CAUSTIC.FRP FOR HYPO AND EXISTING PIPING AND ROUTE TO EXISTING EYEWASH.WALL MOUNT SULFURIC ACID,ALL BOLTS AND NUTS SHALL BE 316 SS FOR vi NEW MIXING VALVE,PRESSURE GAUGE,AND TEMPERATURE GAUGE CAUSTIC AND HASTELLOY C FOR HYPO AND SULFURIC ACID. O I .)-.C13 3. ROUND ALL CORNERS(314"RADIUS). SOLIDS LAB PARTIAL �'4 PLUMBING SCHEMATICS CHEMICAL FILL STATION DETAIL a , ' a SCALE: NONE SCALE NONE 4xi�1Ff9 7 ]PE SEL a°Ri JULY 2017 PAW MAW SHEET TORE SHEET 10 of 77 c''' ' OREGON DURHAM AWWTP MECHANICAL oRccoN al SODIUM HYPOCHLORITE 8� °� 818/2017 1 • >I 11.1 �HSK `M003 THIS BAR IS ONE INCH SCiYI[1L8 SYSTEM PIPING M003 -, 0aV'� a r'MDH caorus'137601366-M003.dsg WIEN DRAWING IS FULL CAUSTIC IMPROVEMENTS SCALE oed«t b DETAILS 11 ac• + / ' MDL Kennedy/Jenks Consuftantsc __ (EXPIRES:',#' rt I I REV* DATE o1a PPO 0ES RW m0I 2550 SW H4sba0 Nvry HSsboro Oregm 97123-9379 421 SW 6TH AVE,SUITE 1000,PORTLAND OR 97204 Ff1a 4 6823 EHGR STAMP milisiiiiiiiiiiiiiiimml I I `—FASTEN SIGN TO HOSE RACK WITH RIVETS WARNING SIGN / (TYP 4 PLACES) 14'4" ---- SEE DETAIL T- r 1 I �1� NOTES: / , ALL HOSE RACKS AND MOUNTINGS -N ) WARNING SIGN,SEE SHALL BE WELDED CONSTRUCTION, o . — e DETAIL ON THIS SHEET MATERIAL SHALL BE 3/16'STEEL PL HOT NA DRILL FOR 3!6'DIA. DIP GALVANIZED AFTER FAB,ALL BOLTS NOTIC , , 3 1/2"!6', , / FASTENING AND NUTS SHALL BE GALVANIZED Nk HOSE RACK, j SEE NOTE 5-) �' (TVP 4 PLACES), 1 SEE DETAIL© s D o SEE NOTE 2. CONTRACTOR SHALL COORDINATE NON-POTABLE UVAT E R J� O BOLTS AND BOLT HOLE LOCATION WITH lit, ito , ,_ > n HANDRAIL DIMENSIONS. m o $ C W ROUND ALL CORNERS(314'R). t- a�W Q!0 .H N M«iLL F m? �J = 2" e)U-1 FASTEN RACK To WALL w131$'EXPANSION p O NOT Q R I N K I iZi___...,--7'.— % TYP `°z ANCHORS. O Q { r^ USE DIMENSIONS PRECEDING SLASH o !. _ ,~ 0 WHERE LIQUID SERVICE TO THE UTILITY I ' . I ' .. ,r STATION IS 1'DIA OR LESS,AND NOTE: NOTE: 7"110'RADIUS, DIMENSIONS FOLLOWING SLASH FOR 1 WARNING SIGN SHALL HAVE WHITE LEI 1 RING ON PURPLE BACKGROUND. FOR USE AT ELECTRICAL SEE NOTE 5 to 1/2'DIA OR LARGER_ MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 10400. AND OPERATIONS BUILDING HOSE BIB. 1 - 1 SEE NOTE 3--- WALL AND RAIL MOUNTED WALL MOUNTED HOSE RACK DETAIL ( HOSE RACK DETAIL , WARNING SIGN DETAIL SCALE: NONE SCALE NONE SCALE' NONE I 1 '"--__ Y •l ---(EI 11PF PW ---- �.., AMBER STROBE LIGHT, SEE SPEC FOR ASSEMBLY ''''T.?".--- AND MOUNTING FS't (NO 1114 PW----'`�� I ROLL-UP DOOR HOOD- FUSIBLE LINK AT EACH SLOE OF �' WALL PLACE AT DISTANCES RECOMMENDED BY DOOR REMOVE IBI VERTICAL INSTALL TEE FITTING IN BRACKET BOLTEDERAIL MANUFACTURER LOCATE CABLING TO GUIDE RAIL PW PIPING AS NEEDED - - HORIZONAL POSITION.FLOW FOR SMOOTH OPERATION OF DOOR FOR FLOW SWITCH SWITCH BODY IN VERTICAL WHEN RELEASED. INSTALLATION AND AT LEAST 8"FROM CLOSEST FITTING I C \ EXISTINGCONCRt11 WALL {! o I♦ 1/4"STEEL { , 1 111M BRACKET PLATEI' 11ABOVE _..N._ STAINLESS STEEL EXPANSION �Vi` ��J ANCHORS,MIN_5"EMBED.INTO V ( EEYEWASFI!`� L_C) EXISTING CONCRETE WALL s SHOWER ASSEMBLY ROLL-UP DOOR I I 3-HOUR RATED +" DIAMETER AND SPACING AS PER JAMB GUIDE ` k- Q '-'41C,) GALV.STEEL MANUFACTURERS GUIDE RAIL ," t,_-` REQUIREMENTS. 3-HOUR RATED OVERHEAD ` GALV.STEEL COILING DOOR i I + —"Z-TYPE"LINTEL BRUSH SEAL OVERHEAD r rn COILING DOOR { y m REMOVE EXISTING Lj -v DOORS,EXISTING DOOR A FRAME TO REMAIN- _! .. T1 E DEMO(E)PW PIPING FLOW SWITCH O.H. COILING O.H. COILING INSTALLATION ' ref-, DOOR HEAD DETAIL (5 1 DOOR JAMB DETAIL SCHEMATIC I SCALE: NONE SCALE' NONE 7 (E) EYEWASH / SHOWER INSTALLATION 03 SCALE: NONE Y 7.0 f ,a SEL o JULY 2017 PR0JNAME SHEET TITLE SHEET 11 OF 77 + DURHAM AINWTP MECHANICAL OREGON M SODIUM HYPOCHLORITE& MISCELLANEOUS a°E a/en°17 �"SK ° 'MW4 THIS BAR IS ONE INCH �nWater M004 EAV16 Ir c1«MDH cw Fel+1376013.66 M004.dwg WHEN DRAWING IS FULL Our �t h CAUSTIC!MPR©VEMENTS NA SCALE. DETAILS I PLC* / ^�MDL SCALE Kennedy/Jenks Consultants* MS.,. !EXPIRES: Q /'4 I REV s DATE DAN ARM DESCRvrp» 2550 SW Hillsboro Hwy.. H4sboro,Oregon 97123-9379 421 SW 6TH AVE.SUITE 1000„PORTLAND OR 97204 6823 PRO.,4 SAGA STAMP ° O 1 � ► " at 1-INCH HYPO TO O ,SOLIDS BUILDING 1 0(TYP OF 2) ir SEE C100 FOR CONTINUATION ' ., I OF ALIGNMENT j 9''��, '' TO LIQUIDS i ,. P HYPO 2 TY OF FROM CHEMICAL TUNNEL BUILDING TANKS C) i INSTALL y ' DOUBLE a 0 CONTAINMENT r , I 1 I O HALLWAYS a s I I C) d t r a 1 I rj AT CHEMICAL BUILDING CORNER ( TYP (E) HYPO PIPING W/IN TUNNEL ( AT TRAIN 3 RAS P.STAAT SOLIDS TUNNEL SCALE: NONE SCALE: NONE SCALE NONE SCALE NONE KEY NOTES: £ � 0 DEMO POUR(4)(E)DOUBLE CONTAINED PVC ,' •. ` HYPO PIPES.REPLACE WITH TWO(2)(N)1-INCH HYPO PIPES UTILIZE EXISTING ALIGNMENT 4 AND REUSE EXISTING PIPE SUPPORTS {s C) INSTALL(N)ARV AT HYPO PIPING HIGH SPOTS s INSTALL WITH ISOLATION VALVE AND ROUTE 1111 ,,, ARV RELIEF TO TRENCH DRAIN AT FLOOR i III" ,? /� �,? �3 DEMO(E)CHLORINE SC)l UT10N PIPE FROM V LIQUIDS TUNNEL TO FILTER 13.REPLACE WITH • NEW 1/2-INCH HYPO PIPE FROM REUSE I r° DISINFECTION PUMPS TO FILTER 13 I g ... 4) DEMO(E)1/2-INCH HYPO FROM LIQUIDS $ i FILTER 13 NSTALL NEW VALVES AND TUNNEL TO SOLIDS BUILDING HYPO ROOM. r t7 1/2-INCH HYPO REPLACE WMEW 1-INCH HYPO UTILIZE m EXISTING ALIGNMENT AND REUSE EXISTING c, _ 104 PIPE SUPPORTS REPLACE(E)1/2-INCH HYPO 4 O I...."" AT(E)UNION I INSTALL TEE AND 1 ELISE(E)CONCRETE r, o I ISOLATION VALVE ( \ ORE.INSTALL NEW TYPE Kn a ' , `` W/IN TUNNEL ION' -1 PENETRATION SEAL COORDINATE ER 5/M002 LOCATION W10WNE +---��_ v PRIOR TO INSTALLATION )(N)1/2-INCH HYPO FROM t*N1 REUSE DISINFECTION a PUMPS.INSTALL ALONG(E) 4*:* CHLORINE SOLUTION PIPE E; ° j ALIGNMENT 1 S. I w _... AT FILTER 13 TUNNEL AT FILTER 13 DECK ' SCALE NONE SCALE. NONE 4� a ae�.�'W Hf R ,� 76443PE,, r pfaC° JULY 2017 wtp,NAME TITLE sr1P€ 12 oP 77 D''' ' ( .'7 * ammenue.SEL °,� DURHAM AWWTP MECHANICAL oREGO( SK 'Moos SODIUM HYPOCHLORITE& D 8/8/2017 0•°' THIS BAR IS ONE INCH HYPO PIPE • I a MDH AD 5 137so13.68 Moos dw9 WHEN DRAWING IS FULL ' CAUSTIC IMPROVEMENTS REPLACEMENT "`�' NA M005 - oA,,rD N Oat s osaitf qt L claw SCALE.. EILPIRES. (j/Is /r I 0,',5 PaMDL SCALEY4 DATE APPD DESCRIPTION 2550 SW Hillsboro Hwy Hiisboro.Oregon 97123-9379 421 SW Kennedy/Jenks Consultantso STH AVE.SUITE 1000,PORTLAND OR 97204 DETAILS wilds 8823 ENGR STAMP IKEY NOTES: 0 NEW INLINE WATER HEATER. I ® NEW EXCESS FLOW PIPING,SEE DETAILS 1,2&3 I t M003. 4 L. _ ® REMOV ALL WATER HE R CTE(E)SIGNAGE IF NEEDED ITO / REPURPOSE EXISTING PW PIPING INTO PW-T DOWNSTREAM OF NEW INLINE WATER HEATER BY INSULATING AND HEAT TRACING PIPING SEE SPEC SECTION 15800. ' POLYMER BISULFITE ROOM 0 PROVIDE DOUBLE CONTAINMENT ACROSS ROOM DOORWAYS AND WALKWAYS. EXCESS FLOW ® (4)(E)1-INCH BOUBLE CONTAINMENT HYPO PUMP 1 PIPELINES FROM CHEMICAL BUILDING TO §610P5301� _,-0 I I'. LIQUIDS TUNNEL,(2)SUPPLY AND(2)RETURN PIPELINES DEMO(4)(E)PIPELINES AND 1 EXCESS REPLACE WITH(2)(N)1-INCH HYPO PIPES ,may, FLOW Q SEQUENCING REQUIRES CONTINUOUS SUPPLY (E)2"PW r PUMP 2 � OF HYPO_SEE SECTION 01140_ I Air:Pk/ CHEMICAL �oP5302 t---- STORAGE iHYPO --meq --(N)1 1x4"PWT ` ROOM _;>.--0 LEGEND: I ,_, TO(N)INLINE T WI( HEATER , (E)EYEWASH/SHOWER(FINS-FSS} (810WHTR4201] i - DEMO AND y REPLACE(E) (E)PW PIPING Q t"HYPO FROM �' v EXCESS ® (N)INLINE WATER HEATER "' FLOW PUMPS , TO CHEMICAL ®(E)2"PW I v At a! a TRENCH W w , 0(E)1 3/8"PW -\ 6 ALUM FEED ROOM (E)1 1J4"PW INSTALL(N)BALL VALVE '" — \--- 7.414::::„... ' BETWEEN INLET AND 111 -re J i '1, L ,- � —_ .._, — — r--- (E)2'PW- OUTLET CONNECTIONS 4' - (E)EYE WASH ,i (N)1114,PW .e.," VERTICAL PIPE t SHOWER (N)1 114"PW-T(TYP OF 8) ), j� i PENETRATIONS v�/ INTO TUNNELS (N)INLINE �/i �I DEMO AND T, REPLACE HEATER (E)1"HYPO 810WHTR420t 0 .....7 ).I ;! 1, co I $tZi LAB LIME may.; StAKERS VA,Art. I'' ,` 1 1/4"TRUE UNION v1:' BALL VALVE T" (TYP OF 2) ii ELEV 1 o {N)1"HYPO TO EXCESS L Fns A 3 FLOW SEE C100 FOR 1- -- (4)(E)1"HYPO PIPES ROUTED WITHIN __ = CONTINUATION f r l SECTION Ei TUNNELS SEE C100 FOR CONTINUATION I a -- -_-_-_- Q CHEMICAL TRENCH O r._._._-_-- SCALE 112"=11-0" m" / 47 M (E)1"EXCESS FLOW - I HYPO PIPILLNE irl r GROUND FLOOR PLAN 0 5 1° +Z fbo,`.. c, .r- __•___._.-,.1 . 0_0 Pkv I1/8".1'.0-a '9�df'1Njffi 4L aw SEL ° JULY 2017 PR°rain SHEET TREE sir 13 a 77 ahG► l 7644 f M �� DURHAM AWWTP MECHANICAL �` `� OREG6N °SN SK OhGf M100 THIS BAR IS ONE INCH !q_n SODIUM HYPOCHLORITE& EXISTING CHEMICAL °°' Bt81zo17 M 100 �A� 9 I a C S MDH CAO x1376013.66-M100 dwg SEN DRA>M�NEG IS FULL II rvicesCAUSTIC IMPROVEMENTS BUILDING IMPROVEMENTS °' NA MDL srue OUT 06111111601110166 61 eiew Kennedy/Jenks ConsuttanLsa cws IExa"RES: v/io 1if REVS DATE ow AVIV DESCRIPTION 2556 SW Hd sbo.o Hwy_ Hillsboro,O.egoA 87123-9375 421 SWATH AVE.SUITE 1000.PORTLAND OR 472W PLAN tea. 6823 E � 1.1 =mismmmumilimumilmommumumimmiiiiimilimmimilmommomiNi... ........ ..imI I (E)HYPO-A ,,, , , ,, , -mow' NOTES: (E)EXCESS FLOW ' : ' I ''' 4 ' 1 ...." / PUMP SALVAGE AND ' 1 EXISTING PIPING AND APPURTENANCES NOT I i . 1 i I 2/. ,RETURN TO OWNER 4~-00,-~,4-/-/-04 -e-,././ Ie-,170,9-#-/-; . ,, ft - 40, , //efri 414/7 ilefoo.,040,,/,,' ,4022;5*,,.;:: ' SHOWN FOR CLARITY 01 // '' / C> It . , , .7 . ..ve/ DEMOLITION NOTES: / ': #01,04 'ill 5 ' 0 DEMO EXISTING EXCESS FLOW PUMPS . i I , I . . DEMO(E)HYPO . LOOP LINE TO , ,. HYPO FEED PUMPS ' (TYP OF 2) :Jr:.61 • . 1.)044:'... /',1.9 i . - r - i 0 , —4- .0:essf4, 7 12P30301 AND 12P30302 INCLUDING THE DISCHARGE VALVES,INSTRUMENTS AND LOCAL i - • ,...t ,40,1' 0 4, i ,.. CONTROL STATION.SALVAGE PUMPS AND PROVIDE TO OWNER ' ! . ,./, 1 Ili 12P3030' : t2P30302 ' i A ,A../...- • . : 0 , , , ® DEMOUSH TO THE LIMITS NEEDED TO MAKE , 1,, ''t .‘"Ct,,,;-::., "<,,.-., A , , ..00.00/ , . 4':-,..„;,4,1:.4,;i'40, 0* sTocHE TiN0EWN PCIOPINNNGEOSTIEEONDETTOATHIL 2E,THIS ST1DNRAGwING . . .. 1 - ./ ' / , . L ' st,4.;0/•,, -0-, " FOR SUCTION LINE CONNECTION I 1 , . (ElCOMMON TANK VENT LINES ---' TO REMAIN 1 AIX ny A 1 i .. , .,. ,... , ovo, ...)/0, . .44 .,....:, / . , 4,0 Ail ,A, i . ', „,o,kr f4.4r^. I , . '''t } 4r," I ; . , , • .. , . - . ----- , w e • - I • - ' ,.. - a.,: - '' ...1,-00..-T, ,- ..,--,'• . -........, t . . . • i .•. -kl.. "."/41 it It -... `Ar. Øo I : '.":4.•,,,';': '.e.'-.i.71.14:-.(,-,, J" 0- ',"1 .r '.,,,'.; p. . ,.:4 III i ',...-/ ".• ,,..r.,-.-',1'22 .,40'0'•44,,,,-,.-,,. -„ , 0 4o, I , , - N • i --,'-:',--:: 1--1,';:!,111-12::, 'r,;',',.,.r.‘ ' PROTECT(E) s' PROTECT(E)112" o i Li 110 4', -VT DISCHARGE +fp- A SUCTION LINE ° PIPING r 4 p ' (-i DEMOLITION PLAN 41... .t.:~ it I 0 2 4 or.....-. ..,-... - ....... -- 3/8,1--0* irn--'‘O DEMOLITION SECTION _ SCALE NONE ,-REPLACE(E)ARV 7,-- (E)HYPO / AT HIGH POINT c. 1 (N)1-INCH HYPO TO / CHEM TRENCH SEE CL E:1 5 a 1 EL 182 , , e c 1..-...-4, M100 AND C100 FoR CONTINUATION ..„..--ROUTE HYPO TO VENT TO EXISTING REPLACE ALONG SAME VENTS) BELOW GRATING(TYP) - ROUTE(N)1-INCH „.....- REMOVE(E)PiPING AND --- IC) - ® TANKS(TYP OF 2 - B ,_.›, 1 CONNECT TO(E)HYPO > M100 ,... c, ALIGNMENT SEE DWG M100 MATCH(E)PIPE ..,_. - -- i*HYPO 810PRVS3014 ,j T1 010PRV5301 . - -----: .,. II 0 1 x 7 -. o>. (N)HYPO BELOW 0. (E)CONC EQUIP - GRATING(TYP) I›- ic.--- ,I PEDESTAL(TYP) ild0 \ z_ CALIBRATION ,. .,,. _.-... prA 1, (N)EXCESS FLOW (N)EXCESS FLOW ',.. I O mi. COLUMN ----..i. Ilva i HYPO PUMP i HYPO PUMP 1 wza , ohm ..; „.-CALIBRATION L !, — ' r 8 1 OP5301 j [7471..'0 -0i-1] -71-1-ru j P1(TYP)--- , : -- COLUMN(TYP) •, I- : 1. I. 0 l..2,: PIT(TYP)--.., i, ,'! , ---UNISTRUT RACK.HEIGHT 0., ,1 . ....., -PCV BELOW '13 t 11,...) 'I 0 t...) ON VERTICAL ‘ AS NEEDED FOR INSTRUMENT SUPPORT (E)CONC EQUIP IV ii RUN(TYP) (E)GRATING --\ \ ,. 'I CALIBRATION _, .1 , PEDESTAL .4._......-_, IVE '1 ' TAP(TYP) \ EL1138 0 'Pe --1----i- -' - —UNISTRUT RACK(TYP) MATCH WIDTH OF(E) EL 168 0 N - v O (N)EXCESS FLOW (N)EXCESS FLOW., PEDESTAL APPROX 24c CONNECT j \ -(E)goNc EQUIP I I VI I HYPO PUMP 1 HYPO pillow 2 TO(E)HYPO 7 -- ---'' PEDESTAL 3' 1_810P5301 1 ,...„ WIDE i 810P5302 i ''--LOCAL CONTROL 3 ...i... , [ PANEL(TYP) -i..... , --- 1 lk . i 1 . Iiiir , El I 81 , S ri\ REPLACEMENT PLAN + (Er\ REPLACEMENT SECTION (--C REPLACEMENT SECTION 6, o 1 2 0 1 2 0 I 2 U.. 11r4....., I. ... -_, ...5/ ...i ,,N.Z P.004...-P._.A6600.,00 3,4',1'.-T 3i4-.1.0" 3,4,1.0- El 2%) „.. -15 ..... ., 4...,4G1Nre:q• „,`C• °W SEL al JULY 2017 a II PRO.1 NAME SHEET7TTLE DWG* SHEET 14 °F 77 --' . , x IIIIIIII DURHAM AWWTP MECHANICAL ,_ OREGON ..N, DSH SKRADH . °W°•M101 SODIUM HYPOCHLORITE& PI.OT 8/8120.17 EN,... sTAmeNpR: THIS BAR IS ONE INCH CleanWaterirServices CAUSTIC IMPROVEMENTS EXIST CHEMICAL BUILDING DATE tt4.DAvo DEMO AND REPLACEMENT PI” NA Mi0i t.- 'S CHK moll cAD EKE*1376013.66-M101 dwg I i APPD MDL SCALE WHEN DRAWING IS FULL REV* DATE DFtN APPD DESCRPDON ' Oar eenstitakiot is slaw SCALE Kennedy/Jenks Consultants,: IEx 2550 SW Hitsboro Hwy 1441stxxo.Otegoo 97123-9379 421 SW 0TH AVE.SUITE 1500.PORTLAND OR 97204 PLANS AND SECTIONS CWS. 6823 ................................. I NOTES: 1 COORDINATE DEMOLITION WITH j� : SPECIFICATION ATtON NO.01517 OWNER'S /%%/ !1 POTENTIAL CONSTRUCTION SEQUENCING l t PLAN Yew, /".7 DEMO(E) /f "� 2. CONTRA // CARRIER PIPE CONTRACTOR SHALL COORDINATE ALL WORK DEMO(E)4 HYPO LOOP WITH OWNER SUCH THAT CHLORINATION OF PIPES ///! AND INSTALL PLANT EFFLUENT IS UNINTERRUPTED �//i / // ,,` /f CAPS(TYP OF 4) //..//47. //// 3 DEMOLISH ALL(E)METERING PUMPS, y/. ✓/ PIPING,VALVES,APPURTENANCES,AND �r / ELECTRICAL&INSTRUMENTATION PANELS / AND CONTROLS_ / if. , '' '' '5-7P933,04„,1 / J / �e ,'##.4 A A•`4,#. �, 5•F // ,�°`. / tea`+`, °; .lrY�; �"� ��'=s !r 1n 07P93303 z '/ • < !;4'4_- ♦ ; e ;" 44# ✓7, ►e• Q .�,,. ._,�,. 1 .- - ►} i7" � qty P y4 /f!,/,[07P93302� {E)WALL MOUNTED />' V ' : 0, p� # LIGHTS TO REMAIN MAINTAIN WATER - " a ,/ ,, v_ DEMO(E)METERING irk (TYP OF 2) z CONNECTIONS TO ^ * / q , PUMPS(TYP OF 6) Lu itt ��I07P93301� U (E)EYEWASH *- ^ SEE Ei I �09P93302] cc— M200 U Z • I (E) _ TUNNEL DEMOLITION SECTION [09P933411 SCALE. NONE RELOCATE(E) w' FLOWML 11cR,(E) -�--(E)METERING ACTUATED VALVE PUMPS TO BE AND ASSOCIATED REMOVED CONDUIT AND t`^.� I AFah (TYP OF 6) WIRE SEE Ali ! \ a r '' M202 � V TO REUSE " TO CCB 1 S O \ / ,•� DEMO(E)CONDUI7 w __ TO CCB 2 FROM PUMA^ n o 2 ,/ c TO CCB 3sof rf 1 Nv. R1 \ /f/ri//rte .�KWG , rt+t .r/ nrORMATION ✓ t-DEMO(E)PIPING © '//j ACROSS TUNNEL M200 CONNECT TO TO - , '..41111‘-"` !��/ #,' PIPEIiNE 1 _. TO FILTERS REMOVE(E)DOORS • ; ' FILTERS �I � / t 1-4 AND HINGES AND "r T i �$ �' DEMO,(E)DOOR $ ., FRAME TO REMAIN �"..• " A j/jj/ r REMOVE ALL(E)SUPPORT 4?,/ ' '� r�¢�rJ 1* a SYSTEMS.GUT BACK w* f ' tir 1"PVC TO CCB e�`'` y �/ ANCHORS,PIPE.EQUIPMENT f /�/ #2,CCB#3 AND 7SUPPORTS,ANO OTHER / WALL CONNECTORS,AND A. S'Al r�/// REUSE a • ', ! ev OPERATORS ' GROUT BACK FLUSH°/f// lb STATION Im ) a''`'- DEMO(E)WATSON *t' m a� HARLOW PUMP , (TYP OF 6) _ 4 4 'g: , (1\ (E) LIQUIDS TUNNEL DEMOLITION PLAN jib. � � 0DEMO(E)CCB#1 HYPO PIPE FROM(E)PUMPS TO CORNER. � 3 6 PUMP SHELF0REPLACE(E)GC8#2 PIPING ANO CONNECT(N)P5301 TO(N) Ilf.11 1t4^-rte AND SUPPORT PIPELINE AND(E)CCB PIPELINE KEY NOTES: SYSTEM #1 oa 0 (TYP OF 6) CONNECT(N)PUMPS TO(E)CCB WITH A(N)TEE AND PROCESS PIPES WHICH SHALL REMAIN HAVE DOUBLE CONTAINMENT PipE. BEEN OMITTED FOR CLARITY I p NEW PUMP600P5301TOTIEINTO(F)CCB1 PUMP DEMOLITION DETAIL rat CCB #1 PIPING CONNECTION _ -1;) PIPING SEE CONNECTION DETAIL 3/M200 SCALE` NONE SCALE NONE D SEL �° - JULY 2817 y�OINCE� a PADA NAPE SHEET TITLE: /. 7µ!3P °1�•M200 THIS BAR IS ONE INCH DURHAM AWWTP MECHANICAL SHEET i5 or 77 ' .r ( Services SODIUM HYPOCHLORITE& "F �1376D13-66 M2L10.dWg WHEN DRAWING IS FULL LIQUIDS TUNNEL HYPO a a�er2D17 �OREc N9 SCALE IIo.. e...e b CAUSTIC IMPROVEMENTS M200 ' Kennedy/Jenks Consultants* PUMPS DEMO PLAN, °��• NA Davi REV, DATE � APR/ DESCRIPTION 2650 SW Hillsboro Hwy Hi990oro,Oregon 97123-9379 421 SW 6TH AVE.SUITE 1000,PORTLAND OR 97204 • r r cars ai fli; Ifi' 3'-2" 1'-0" 3'-2" 1'-0' 6-3" 1'-O 8' �q} s __ ---i- _ . - = _ I- NOTES. 24'-0* C 1"DR I 1 INSTALL PIPE ASCENDING FROM TANK i . _ _ 14'4' $'8' _ � DISCHARGE TO PUMP SUCTION. ,- y 6„V 1 I"HYPO 1"HYPO I I 4 EFFLUENT EFFLUENT DISINFECTION DISINFECTION KEY NOTES: rCr. # Mil . ' LIQUIDS '-HYPO PUMP 4 HYPO PUMP 1 LIQUIDS TUNNEL HYPO DAY TANK 1 TUNNEL HYPO f I I 600P5304 600P5301� Q1 INSTALL TWO(2)(N)1-INCH HYPO PIPES FROM CHLORINE _ /f/� gyp= r, . DAY TANK 1 __ T 6//, CHEMICAL BUILDING TO LIQUIDS TUNNEL SEE 60075301 `^, CONTACT (E)2"HPA ----� 600753011 k t G100 AND M005, iii r` BASIN#2 �--- I REUSE EFFLUENT y f 7 I DISINFECTION 'fig; DISINFECTION p{ m a 1-INCH HYPO SUPPLY HEADER PIPE, I i(N)112"HPA \c' I HYPO PUMP 1 ' tl.. HYPO PUMP 2 iei I. I 4 CONNECT SUPPLY PIPES PRIOR TO FLOW f:----1 � I �o ��_ t600P530>5 60DP53N , CONTROL VALVES(FCV). o J 1J III ��, vHYPO ECMO2 HYPO PUMPS � ---..-- 0' LIQUIDS TUNNEL .1111% „ . 0 ACTUATED BALL VALVE. -1 HYPO6 DAY T 2 K 2 (a cy LIQUIDS Vv REUSE EFFLUENT 1 ' TUNNEL HYPO DISINFECTION DISINFECTION i 3 INCH CONTAINMENT DRAIN.SLOPE AT n M, --- �— DAY TANK 2 // m� i 600P5306� 600P5303 (� 1/4"!FOOT A HYPO PUMP 2 �'. T.— to' 60075302 �j f c REUSE DISINFECTION M201 YPO PUMP 3 600FCV530t 0 HYPO PUMP NO.4,600P5304 SHALL BE � J 600FCV5302�Q ®TYP 1 PLUMBED INTO EACH CCB DISCHARGE PIPE z __ f T y = SEE PROCESS AND INSTRUMENTATION I REUSE �Z UJ DISINFECTION I DIAGRAM(P810)DRAWINGS. E B HYPO PUMP 1 - ;� B 3 1 `�� YY qi \ IO PLUMB OVERFLOW AND DRAIN LINES AND LLI U M202 6UOP5305 (N)1/2"HPA 2'3. 2'-3* LIQUIDS TUNNEL x z EFFLUENT DISINFECTION /��y (N)114"HPA I f i_______11 SLOPE TO DRAIN U r 1 I INSTANT HOT 0 HYPO PUMP�4 �rL'1 GRATED PLATFORM d$" 6"�r GRATED STAIR $ ROUTE ARV (N)112 INCH HPA AT(E)TAP WATER HEATER v BOOP5304 I I ' (N)1/4"HPA --' PARTIAL PLAN ARV DISCHARGE TO VENT. 600WHTR4201! \, EFFLUENT DISINFECTION \ ,-- s HYPO PUMP 3 i}—(i�- 1 a I 2 _ 3SP 90 CONTRACTOR DESIGNED UNISTRUT RACK I (E)RELOCATED TER 600P5303 1--� f � �" FOR LCP AND PIPING SUPPORT. DISCONNECT AND EFFLUENTISINFECTION n��s4+---ssrr ' 1 ACTUATED VALVE --� HYPO PUMP 2 I I /f 9'-8" I fi 600P¢302� VENT-2"BELOW - 1---..-.-.-,--- . CONCRt 1 t CURB ' RELOCATED(E) FLOW TRANSMITTER CONTAINMENT CURB t II EFFLUENT DISINFECTION -' `T HYPO PUMP r 600P5301 U (E)PIPING TO CCI32, (E)112"HYPO _ '_-.._. I CCB3•AND TO CCB 1 REMOVE AND REPLACE REUSE / (E)EMERGENCY C' �-(N)111"HYPO REUSE EYEWASH/SHOWER. M202 PIPE PENETRATION SEE f TO FILTER 12.REUSE (E}2"HPA TO(C) CT NEW PLUMBING 6 (E)WALL PENETRATION /- 3 (600FCV5301' M002 O t I TO(E)HYPO • TO CONNECTION,SEE M002 VENT (E)ELEC ` ,� - ' TO (600FCV6" 5302 ,, \ 1.! CABLE TRAY FILTERS FILTERS 1-4 y 5-8 (N)3-HOUR RATED i ROLL-UP FIRE DOOR 1/2"HPA ({31# ®( v- 1"HYPO \`-0 3"V1 6"V / I ON(C)t WIGALLHT 1 g 8 OPERATORS I LIQUIDS „,, , GRATED ss STATION v TUNNEL / PLATFORM co HYPO DAY J I 0 `41 TANK1 /!CONTAINMENT CURB 01�' TUNNEL PLAN s C. r' PIPERAIN m3 �`` � n ■� n l► O � 0 3 6 ,: GRATED STAIR T 1”HYPO .r 174"=1,,0- iC M� Ei 1"HYPO ��~ A CO I + CONTAINMENT SUMP �� o 1"DR N) o i 8 6' T-4" 1'-4' 6" CD n F TUNNEL SECTION PRr ' _ 0I yt`'�EaG1N�Fq O 112,•1'"D" 784iJi[r NAME SNEET ME SHEET < °R°SE. DA JULY 2017 �I>• , DURHAM AWWTP MECHANICAL 16 °f 77 Of1G' - / 0Ts11 SKlMDH DWG'M201 THIS BAR IS ONE INCH -q___ti its DATE 81812017 ,8 Gpf \.�IGdilllsr�[ �7 SODIUM HYPOCHLORITE& LIQUIDS TUNNEL HYPO °"'� An q 6 III c CHK MOH CADri�+1376013.66 M201 dvng WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS Pt" NA 'V'GO ! SCALE � + « SYSTEM PLANS AND SECTION <woo "DDT MOL SCALE REys DATE DESCRIPTION 2560 SW Hatboro o Kennedy/Jenks COrtSUltarttSc IcxDiREs:(4/71 Hwy- Hillsboro,Oregon 97123-9379 421 SW 6TH AVE,SUITE 1000.PORTLAND OR 97204 D a''''l 6823 ENGR STA.. — — KEY NOTES: —_—_ ROOF PENETRATION, O 1f2-INCH DOUBLE CONTAINED PIPES(TYP OF 4) TYPE Xt SEE DETAIL 5/M002 ROOF PENETRATION.TYPE Xi SUPPORT PIPES PER SPECIFICATION SECTION I SEE DETAIL 5/M002 ROUTE TON FILTER 12.REUSE CHLORING 15050 ROUTE TO EACH CCB SOLUTION PIPE ALIGNMENT. ,:oili. _ CARRIER PIPE SEE P&ID (E)POWER CABLE TRAY / f ROUTE TO CCB#1-#3 CARRIER PIPE INSTALL PIPES WITH ASCENDING SLOPE FROM ROUTE TO REUSE / ROUTE TO REUSE CARRIER PIPE DAY TANKS TO METERING PUMPS l CARRIER PIPE �� 4"VENT �3 ELECTRICAL POWER AND CONTROL PANELS SEE 600FCV5302 (N)3 HOUR RATED DRAWING E202. (E)POWER r-i5-}ri ROLL UP DOOR r 4 3-INCH CONTAINMENT DRAIN. CABLE TRAY (N)114"HPA ✓ + *— ` O if (E)LIGHT V -•`--(E)LOW CONTRACTOR QESIGNED UNkSTRUT RACK FOR = ON WALL PRESSURE I (E)LIGHT AIR PIPE LCP AND PIPING SUPPORT ON WALT t ® COAT SECONDARY CONTAINMENT AREA �' FLOORS.WALLS AND PEDESTALS WITH SYSTEM HIGH i 13 PER 8ECTION 09980_ I '- LIQUIDS ; ?) �$ TUNNEL REUSE �� I G5 TYP + A~ n� a. CONTAINMENT LOW (600T53021 HYPO PUMP 2 "� EFFLUENT DISINFECTIONt 1 ) i�, HYPO DAV r ; � ll: 1 1, WALL (T� 600P53p6� HYPO PUMP 3 GRATED —114111111141111111 J' 1^DR I PSR 600P5303 • � � PLATFORMIIM r _ - b q YJ I A 0 k, 'r 6'CONTAINMENT CURB 111 16 GRATED STAIR -, w a +'n a o �f '+, - k " ‘ Y ,.— -�.. �" 1 t � .�..��.. a yt. ( 1_. I REUSE REUSE EFFLUENT f' zI DISINFECTION DISINFECTION DISINFECTION N' HYPO PUMP 2 HYPO PUMP 1 HYPO PUMP 4 NI [600P5306 I600P5305} [BOOP53041 I iPLATFORM CONTAINMENT SUMP -\GRATED CONC INFILL SLOPE TO DRAIN TUNNEL SECTION ( TUNNEL SECTION I 0 1 2 3 0 1 2 3 tn.gr-0" 1t2'a1-0" • 4 3 . I"- ,....til � ..>.�' , RELOCATE AND REINSTALL(E) 00. FLOWMETER DISCONNECT. ACTUATED VALVE AND FLOW Ii &' TRANSMITTER TO LOCATION SHOWN ON DWG M201 i ! � 11 Ts I P .141111111111111111101) elF ,F lb+ 1n blio u I ro o r REMOVE(E)CONDUIT AND _� ra ,qr WIRE AND REROUTE AND REINSTALL TO NEW LOCATION �� , ' "' SHOWN ON DWG M201. b,4, OI � „a Ism, 10 of r ,,,- (\ INSTRUMENT RELOCATION DETAIL ..; SCALE- NONE '' HFFR a. I vaDJrwxE SHEET UDE st1EE1 17 °` 77 pwcs 3 7 443P- _ m SEL JULY 2017 �� DURHAM AINWfP MECHANICAL :� DSN SK DWG. M202 .ORE THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& LIQUIDS TUNNEL HYPO DArE 017ti. "., 9 CeanWaber S�[V1CeS M2O2 Di../A03 WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS SYSTEM SECTIONS AND 1'L NA Nap E; C MOH �f1t•1376013.66-M202-dwg Oveoaai atLelxr (xFIRES. �b��) SCALE Kennedy/Jenks ConSukantso c vasa r 6823 Ewcxsr MDL SCALE qEy� DATE o� nvro DESCRIPTION 255A SW Iiwoo o Hwy. kAso -o..Orogen 97123-9379 421 SW 8TH AYE.SUITE t000.PORTLAND OR 97204 DETAIL IGENERAL NOTES: 1 PROTECT EXISTING EQUIPMENT AND I INSTRUMENTATION.WALL MOUNTED EQUIPMENT AND INSTRUMENTATION TO REMAIN. 2 CLEAN AND BLAST WALLS PER SECTION 09960LLI . 4 z 3. REMOVE AND DEMO EXISTING SOUND BOARDS,45 I r ❑j TOTAL,PRIOR TO PAINTING PREPARATION ilk _a_ w Q 4. EXISTING PROCESS PIPING AND INSTRUMENTATION 84203 4 MB3 M203 0(E)DRAIN PUMP , -� MD3 NOT SHOWN FOR CLARITY(SEE PHOTOS). HYPO CONTAINMENT i O (E)SURGE TANK / 5. REMOVE ALL UNUSED ANCHORS,PATCH HOLES FLUSH PRIOR TO COATING. l t \ \ ,,,r__. _ _ uuu I KEY NOTES: J �� L� C LIQUIDS TUNNEL LIMITS OF PAINTING SEE Z a Z _ - (E)SLUDGE PUMP(TYP) 3C SECTIONS(PHOTOS)FOR VERTICAL LIMITS F O SLUDGE PIPING TUNNEL LIMITS OF PAINTING. I t- LIQUIDS TUNNEL PAINTING SHALL BE FULL HEIGHT OF WALLS ZAND CEILING. S Z ® EXISTING 8'x 2.5'x 2'SLUDGE PUMP PEDESTALS �j f_II 1-11'c) E::::::i w ul AND DRAIN PUMP PEDESTAL TO BE PAINTED. I Cd PROTECT EXISTING PUMP PIPING AND ACCESORIES IN PLACE(TYP OF 7). Tti A p 11:13, Ikcik... D I _, u,u., 0 z FINISH SCHEDULE J D�w AREA: WALLS CEILING FLOOR III a LIQUIDS TUNNEL SYSTEM A,SECTION 09900 NONE NONE SLUDGE PIPE TUNNEL SYSTEMA,SECTION 09900 SYSTEMA.SECTION 09900 NONE IHYPO CONTAINMENT SYSTEM 13.SECTION 09960 NONE SYSTEM 13,SECTION 09960 111111 o s 10 i ° d' per, _ a w - I 0 3 ,1 '':1„, 1 ' ,:":'`• -`:it 0' '''''r ''' +¢j� 1 I "' ..... «,rte.A .. # REMOVE(E)BOUND BOARDS ^� . E '1` '-',..,:l - PRIOR TO PAINTING REINSTALL '� 4 r � ' AFTER PAINTIN IS COMPLETE a 0, I. (TYP OF 4S) , i °; SECTION KEY NOTES 7s: " b s ' ' __* + . ^� 1 CORNER OF LIQUIDS TUNNEL AND FILTER'TUNNEL + 0 CORNER OF TUNNEL AND FISH TANK TUNNEL. C1 UNDERSIDE OF SURGE PIPING APPRDX.11-FEET AFF- C UNDERSIDE DE OF SURGE PIPING APPRDX.°�� n SECTION_KEY NOTES SECTION KEY NOTES SECTION KEY NOTES, z11 FEET AFF. C UNDERSIDE OF SURGE PIPING APPROX 9-FEET AFP. E g Q UNDERSIDE OF SURGE PIPING APPROX.11-FEET AFF. C2 UNDERSIDE OF CABLE TRAY APPRDX.9-FEET AFF 0 UNDERSIDE OF CABLE TRAY APPRDX.9-FEET AFF. 0 UNDERSIDE OF CABLE TRAY APPROX.14-FEET AFT t ® CEILING IS NOT TO BE PAINTED. �$ C3 UNDERSIDE OF CABLE TRAY APPRDX.9-FEET AFF C3 CEILING IS NOT TO BE PAINTED C3 UNDERSIDE OF CABLE TRAY APPRDX,14-FEET AFF. I ® CEILING IS NOT TO BE PAINTED. C (I-7.-r\CEILING IS NOT TO BE PAINTED. SECTION PHOTO i SCALE NONE o.o. SECTION PHOTO SECTION PHOTO SECTION PHOTO Ac,,INCel,�q PR.f I SCALE' NONE SCALE: NONE SCALE NONE w�6443PE r PRawwE SHEET/ME SHEET OF 77 aAc• 2 DRp SEL wrE 0500041 °Ro JULY 2017 18 „ .„ _ ��11� DURHAM AWWTP MECHANICAL a5N SKIMDH owor M203 THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& R°E 8/812017 its,,,,-..,,.,6 „y Seivioes LIQUIDS TUNNEL PAINTING M203 I DaY, i t c"IMOH P $137601366-84203 SCALE CAUSTIC IMPROVEMENTS , WHEN DRAWING IS FULL arcs 1 dwg Ow eowai4p•at a s►... PLAN AND SECTIONS IEXPIRES: p/I1 Kennedy/Jenks Consuttantse // AP''''MDL E REY•. DATE ORN 4PPD DESCRPr10rt 2550 SW Hillsboro Hwy. H4gboto,Oregon 971239379 421 SW 6TH AYE-SUITE 1000,PORTLAND OR 97204 PROD• 6823 ENDR STAMP I NOTES: I , -.-.- _______` Q SEE M313 FOR SULFURIC ACID DETAILS. O CONNECT TO EXISTING 1-INCH PW AND ROUTE 0(N)EMERGENCY NEW 1-INCH PW TO NEW HOT WATER HEATER I EYEWASH AND SHOWER v3 +I'. (N)1/2"HYPO TO CHEMICAL INLET PIPING. w 11 - Q (N)1/2"CAUSTIC T DDETAIL SCRUBBER SEE 04314 (N)WATER HEATER ----__ SEE ENLARGED PLANS I } ---(E)3/4"HW FOR CONNECTION DWG M301 FOR DEMO PLAN AND DWG M302 FOR (E)EMERGENCY -, Q INSTALL OWNER FURNISHED PH/ORP DUAL SYSTEM IMPROVEMENTSOH EYEWASH AND (E)1 12"PW ANALYZER,ONE ON EACH ODOR SCRUBBER SHOWER ..„81 .-. ® TOWER(TWO TOTAL).SEE 1013 FOR DETAIL -J ® ((E)E)EMER FSS)GENCY TYEYE OEWASH AND SHOWER Ofi (N)1',HYPO I I 11 O (N)EMERGENCY EYEWASH AND SHOWER(EWS-1). j TYP OF 1, (N)1/2"HYPO J J _, I © RELOCATE 4(E)TREES,REPLANT AS DIRECTED BY i OWNER. (N)4"DR ROUTE TO(E)14" 6 DR VIA UPPER BASEMENT ®9 INSTALL A 3-WAY MIXING VALVE.PRESSURE GAUGE,FLOW SWITCH AND STROBE LIGHT SEE CEILING SUBMIT ROUTING PLUMBING SCHEMATIC ON DWG M003 AND SPEC PLAN AFTER FIELD SECTION 15$00. VERIFICATION OF(E)PIPES (N)1"PW -0 0 (E)1,.PW _- 10 OWNER FURNISHED EMERGENCY EYE 'I WASE USHOWER,TYPE EWS-2 (E)1/2"HYPO -_. 11 APpROX1MATE LOCATION OF(E)tf2-INCH HYPO ' (E)14"DR PIPE ROUTING IN TUNNEL AND SOLIDS BUILDING REMOVE AND REPLACE WITH(N)1-INCH HYPO. I REUSE EXISTING ROUTING #© ti - I 1 I (N)112"HYPO ".._./7 •. (E)1"PW I , I If 1 \ --112"HPA (N)WATER - mho ti_1i2"ACID f HEATER / 4 �_. I( E - ---(N)EMERGENCY (N)6500 GAL ___n- /__..._...,_ _w.,.-_ 10 EYEWASH AND I CAUSTIC BULK b 0n V - SHOWER STORAGE TANK `• ii Q. ® a �S„,, , IIII Qi,..,, n 0 --(N)1000 GAL gt. .` �`. ('� SULFURIC ACID -_-__._ • �-/ BULK STORAGE TANK 0 1”CAUSTIC TO SRF TRUCK / -- DWG 3FOR t BLDG SEE DWG C310 OFFLOADING ✓ ENLARGED 10 (N)6"SUMP DRAIN FOR CONNECTION TO FOR CONTINUATIONNN. / SLOPE TO(E)SSMH (E)SSMH SEE DETAIL 5/G001 F.4. J" ©0-5% t1 I co c \--.. J \ $ N 6"SUMP DRAIN_-_r /..., E1 I SLOPE TO(E)SSMH (E)8"SS (E)e"SS t 1g 0.5% O S Icl SOLIDS BUILDING PLAN i " s .1 D 5 D ✓ it6 1'-0• �Q re `1, y i.,kOINEt— I ¢ MN (R1 JULY 2017 Mar/OWE SHEETiRIf SHEET t8 of 77 DWG* / 7 �_ SEL DATE �� DURHAM AWWTP MECHANICAL .! SK/MOH °r M300 SODIUM HYPOCHLORITE& �,°T 8/8/2017 �oaE o11q I THIS BAR IS ONE INCH aeanV�ate; Services SOLIDS BUILDING PLAN M300 �'oaY. c OW MDH CRGME.1376013 66-M300 dwg WHEN DRAWING IS FULL Oa� t u*las CAUSTIC IMPROVEMENTS �e r NA SCALE Kenn /Jenks Consultantso 'EXPIRES.G/.4o f I cis 6823 5N0R STN • MDL SCALE RE*r DATE ORN app) DESCPoP ION 2550 SW Halab=Hwy. Hrisboro,Oregon 97123-9379 421 SW 6TH AVE..SUITE 1000,PORTLAND OR 97204 PRa 0. I , , , i . „ NOTES: 1 CONTRACTORAIN SHALL DEMO ALL MECHANICAL. ! f l I/l rr ELECTRICAL ND INSTRUMENTATION f?y' ASSOCIATED ITH EXISTING DRY POLYMER ( /j 1 — SYSTEM,INCLUDING,BUT NOT LIMITED TO 11 I r! OFFLOADING PIPING,DUPLEX CONICAL 4' ;pr HOPPER BOTTOMS•CE S PLA PUMPS,POWER a AND CONTROLS,ACCESS PLATFORM AND ASSOCIATED PROBES AND MONITORING .. r EQUIPMENT. DEMO(E)DRY POLYMER - SILO AND CONTROL I� 2 REMOVE ALL CONDUIT AND NARE NOT ./,,,, /� ,r I SYSTEM(TYP OF 2) /// {E)2"HPA O2 . y OT!IERWfSE REPURPOSED FOR THIS PROJECT /i(; y (E)2"HPA\-/ I 0 s KEY NOTES: Ci , AP(E)2 V C • �i SEE DWG M302 FOR CONCRETE INFILL I DEMO(E)INTERIOR AND -I f T(EO)CONDUIT DEMO{E)DRY POLYMER t r ,I1;7 X'{ /' REQUIRED FOR REPAIR OF ALL PENETRATIONS. EXTERIOR FILL PORTSSILO AND CONTROL - REMAIN / AND PIPING.REMOVE / / SYSTEM(TYP OF 2) j} � O2 SEE DWG M302 FOR PORTION OF(E)HPA PIPE I EXISTING PIPE STANDS. / 1 l l+! DEMO(E)METERING TO REMAIN. (TYP OF 2) �. �� r v I PUMP SEE DETAIL (E)2 V } 4., A y SALVAGE PUMP AND M301 ( �3 CHIP OUT(E)EQUIPMENT PAD APPROXIMATLY f PROVIDE TO OWNER �j 1-INCH BELOW FINISH FLOOR AND GROUT _ (E) ✓�� FLUSH BACK TO FINISH FLOOR ELEVATION 2"NPW �. �/�� ;;*/*; PIPES FLUSH BOTH — SIDES OF WALL FILL M301 " '-" ii. � ,/ REMAININGPIPEPENETRATIONWITHNONy `'t SHRINK GROUT FLUSH WITH WALL (E)HOT WATER SUPPLY Q � I 1 n CONCRETE INFILL UNDER SEPARATE DRAWING REMAINNRETURN PIPING TO t� PACKAGE DEMOLITION PLAN • �� ,/ I D 3 6 . 0 1w"-1'o �.. )` CONNECT(N) LIGHTING AND ASSOCIATED rq`\ DEMOLITION SECTION '- "'��HYPO LINE TO ELEC TO REMAIN (E)DISCHARGE .,- �" 0 _3 _ 6 # . - /.: PIPING ' 114•-r-0- :'',.' 'I8 ii- ' DEMO(E)PIPE1 ; FITTING AND "4 ,; /EXTEND LINE TO I J /I ;" DRY POLYMERDEMO(E)DRY POLYMER ROOM P ," 5 SILO AND CONTROL I• �� Fr 'ti r: SYSTEM(TYP OF 2) s� ## A '11J� , - , s1 , v. - ,-,,,,A,/, , ,„ . .. r �J7 ,,, DEMO(E)DRY4,----,,,,,, , , ,,,,, .,,4- : v,„,,,, , . t!:,...,:;,:,..., # POLYMER SILO ';; `v ,4� fvfe a�l� € ,/4 4+" / / 44#:;;;;" 4 �"/ A:Afr: r , ' .* s. 17:.t°' "'�'��• "' 7Vi* 4* S4 0 le ` Iul .� /O .'/` 4"*/.f ° , /,�4/,/�,` I'r ,,/ i`v � .�w ; "' ,gyp° f�/4/� 3 j/' ► s' /F e 11 SALVAGE PUMP # rr ! , / f)/ .rer•�j� :44.61' f ��p•- r4rrrrd r DEMO(E)DRY ANOPROVIDETO -07s r c 'a/i d # %/�E OWNER Lid "e" ": �`fr - f - : >/ POLYMER CONDUIT 41 1� J DEMO(E)DRY A ►� j r r M i y p 3 i LINES(TYP OF 2) p I POLYMER PIPING .� /'',\t,,,4,'.- f AND �� a p er ASSOCIATED � : 111 o PIPE SUPPORTS > �- r -4' , 4 IR _ DEMOLITION DETAIL S ( DEMOLITION DETAIL ( DEMOLITION DETAIL SCALE NONE I a. SCALE: NONE SCALE, NONE � 4 .q °i -, NG4N^Q-X A -C70G PROD NAME. SHEET TRIS SHEET OFOwG' (' ORN SEL JULY 2017 �� cleaniVateriDURHAM AWWTP MECHANICAL 20 777 ° SK/MDH « �M301 SODIUM HYPOCHLORITE& EXIST DRY POLYMER ROOMP1-71818/2017 017 OREGON9 THIS BAR IS ONE INCH � __Y IN. c K MDH cnnrn�a1376p13.66 M301 dwg WHEN DRAWING IS FULL `�v CAUSTIC IMPROVEMENTS mac• M301 �v� m Oar � �clew Kennedy/Jenks Consultantsc DEMO PLAN,SEC�aTION AND �4� � GD APP,_MDL SCALE REV* DATE ORN APPD DESCRIPTION 2550 SWH6,60.o Hwy H4N1OM,Oregon 97123.9379 421 SW 6TH AVE,SUITE 1006,PORTLAND OR 97204 DETAILS PRa• 6823 ENGR STM INOTES_ /1117C}-`�I _ 1 SUPPORT PIPES PER SPECIFICATION SECTION [] (N)3"V 15050. J 2 ALL PIPE SHALL BEP DOUBLE CONTAINED.CONLUMBED OVERHEAD TINUOUS S DOORWAYS PIPE SPOOLS WITH OUT JOINTS OR SPLICES ACROSS } THE DOORWAY SEE GENERAL PIPING NOTES AND a > WASHSHOWER(E)EMERGENCYEYE SPECIFICATIONS N UJ Q /- > I n ' I KEY NOTES_ Z ' R6 (N)3"V 0 3-INCH DR AND OF 1'A ` �1 — I 0 VENT TROUGH WALL WITH GOOSENECK.ROUTE VENT VERTICALLY INTO SECOND STORY ROOM (N)1/2"HYPO —A111-1-61111k..7:1 Is ABOVE AND VENT THROUGH EXTERIOR SIDEWALL (E)HOT WATER SUPPLY {N)1 V - rill'-----(N)3"OFg. MIN OF 8-FEET AFF AND RETURN PIPING N-- 3� /�'�� /� Y6 . __ 6 3" _� 6" V VJ INSTALL PIPES WITH ASCENDING SLOPE FROM 9, 4.-0. SOLIDS ; DAY TANK TO METERING PUMPS BUfLDING 1 ' F HYPO DAY I 4O CONNECT TO AND EXTEND(Ej PW PIPELINE TO p (N)EMERGENCY R( � 10 TANK 1 i NEW HOT WATER HEATER INSTALL(N)PW-H TO / EYEWASH/SHOWER SOLIDS ODOR 93075301 I CONNECT SUPPLY WATER TO(N)AND(E) 1 _) 1---1 , - g.= q - (N)1"V CONTROLI \ - -� C EMERGENCY EYEWASH I SHOWERS Il 930P530t 750SH4201 1 HYPO PUMP 1 1 Adak O -' I M302 1 s30UYi t� TYPE X1 PIPE PENETRATION SEE ACk Lt SOLIDS ODOR -' (N)1"HYPO ` II. I �1f M002 0 • CONTROL HYPO {8 o PUMP 1 SOLIDS ODOR 3 -� 11 1 " CONTROL HYPO TH ASCENDING SLOPE M302 Ark 10 © INSTALL VENT PIPE WI v ;930P5307 � PUMP 2 �-� BACK TO DAY TANK. (N)1 1!4"PW-T �` Sia i930P5302 I C r}IliiiiiiiiiL__www-- ----.1ailli I (N)SOLIDS BUILDING HYPO C �. a o I M302 g 07 CONCRETE INFILL SEE NOTE 8.DRAWING 0002 / ROOM WATER HEATER 750WHTR4201 _---- r ,,� CONTAINMENT CURB f ' 1 SOLIDS CONC INFILL / '�` ® FIBERGLASS GRATING SEE STRUCTURAL SHEETS - BUILDING HYPO SLOPE TO DRAIN 16"SQ SUMP CONTAINMENT SUMP -' - j 1� -_� __ DAY TANK 1 .-- / 1 90 UNISTRUT SUPPORT RACK FOR PIPING AND LCP. (N)1 114"PW T -_, CONC TANK (� 1} [930753011 COAT ALL CONCRETE WITHIN (N)1 1/4"PW - V,,y PEDESTAL _ p 10 AREA WITH SYSTEM 13 ER 09960.TAINMENT CONNECT TO(E)HPA SOLIDS BUILDING SECTION /-INSTALL(NJ 4"x1''TEE ROUTE(N)HPA TO ROUTE 1"NPW TO 16"SO SUMP < _.° 0 (N)ACTIVATED VALVE o 1 2 3 11 DEMOLITION WAL RESULTING IN REMOVAL OF PIPES A / (N)HOSE BIB DR FLUSH WALLS OR CEILINGS SHALL BE FILLED / .,• -112-1 m _�._-a4 n FLUSH WITH NON SHRINK GROUTI . — z r a— e 1 I 1 3"V 1© ROUTE(N)4`DR TO EXISTING SOLIDS BUILDING DRAIN IN- i Y w j + I ROUTING BASE SEE M300FOR / ` / ,/,/ ,/ / I101 I (fM!u J (r.)--1 1/t rrrH "Il 1 V .O lJ l l 41/4 g ,it1 `4791 (N)114"HPA 00 (N)1"HYPO // l (N)1 114"PW 1\---0. V= 1/2 HYPO �� 12"HYPO TO t-(N)1"HYPO -i '� ODOR TOWERS I s� i V I _ V ' --CONNECT(N)1/2"HYPO TO ; ` (E)EMERGENCY EYE __ SOLIDS a,1 1 M302 WASH/SHOWER ( � CONTROL HYPO (E)HYPO UPSTREAM OF a THE EXISTING DILUTION (N)EMERGENCY SOLIDS ODOR j;ya.o m WATER SEE DWG M300 ul, "..I (N)1 NPW TO--/ / EYE WASH/ CONTROL ----, j tt�U PUMP 2 °i FOR CONTINUATION (N)1 114"PW-T (N)HOSE BIB SHOWER HYPO PUMP 1 1930P5302j _ /� [930SH4201j [930P53D I , SOLIDS BUILDING PARTIAL PLAN s !J E 0 1 2 3 VP n T 1 DR DR --------- <0 -'— ---_ CONC PUMP I ui (;.--.°) 1/2".+4:r 1/2 HYPO -ti_-■� 10 I�. PEDESTAL m i"HYPO -+ O N � TO PUMPS -�� '�o TANK 1 0 . it 1� �_� 1 1"CAM-LOCK �: g .Z" - '" INMENIMMINNEAMEll i I 1"HYPO I lai. 1"DR III r 1 NOTE Io ROTATE PRESSURE GAUGE FACE TO BE VISIBLESOLIDS BUILDING SECTION M FROM OUTSIDE OF CONTAINMENT AREA. B TANK OUTLET SCHEMATIC 112E=1' '4.0 1 2 3 , j'�a PPay cl a 1Y1'-1-0- Y / Q N SEL wrE JULY 2017 PRaN DURHAM AWWTP sNET MECHANICALSHEE' 21 aF 77 rnnc* r ° SK/MDH .M302 THIS BAR IS ONE INCH T ;ervices SODIUM HYPOCHLORITE& SOLIDS BUILDING HYPO Iu� 8/8/2017 M3O2 ORE" . r MDH FRE•1376013.66-M302 awg WHEN DRAWING IS FU LL11 CAUSTIC IMPROVEMENTS SYSTEM PLAN AND �" Na scALE. o.:*sasibwe i.Mns'Tr� Kennedy/Jenks Consultants* SYSTEM 6823 CAD SCN.E REVS . DATE ORM *PPO DESCRWt ON 2550 SW Hillsboro Hwy. Hillsboro.Orem 97123-9379 421SW ETH AVE,SURE 1000,PORTLAND OR 97204 SECTIONS PRO.,* ENGR STAMP (E)1"PW i {E)1"PW SOLIDS SOLIDS �' BUILDING BUILDING CAUSTIC CAUSTIC � PUMP#1 PUMP#2 A 1930P55011 1930P55021 M312 t ,. _._. '... i CONNECT TO (N)DEWATERING �' (E)HPA AT VW CENTRIFUGE ROOM — (E)VALVE WATER HEATER (N)1/2"HYPO .! ,. , ___ (N)CAUSTIC METERING [750WHTR4202J 3 {:. IDI PUMPS WITH CONTAINMENT . 12"HPA 112"PW-T Li J AREA,SEE DWG M312 7 C _ (N)112"CAUSTIC r - ( �` — " 1R"ACID II RELOCATED � (E)FRP DUCT(ABOVE) iY 1!2"ACID r (N) UBIC (E)FRP STAIRS -J ACID PUMP .1 (E)EMERGENCY i' 1 ® 03 01 '0 i �_750P4901 EYEWASH/SHOWER 17...0. _ \ _��J!! 0 1/2"PW-H 15� " (N)REFRIGERANT (E)HVAC PIPING SEE DWG M312 I u 0 (N)EMERGENCY ,� EYEWASH/ � 1 -- 3!4"CAUSTIC SHOWER ' 4I 1D �+ fl 750SH4202 J co 0 I 1 co 41111111' .1 SLOPE SLOPE CO '^I 1_„._7-6" 4"V !41 4 V CAUSTIC BULK /li;;r10 "' STORAGE TANK n w 930t5501 .`µ r. 1!2"HPA -- —I 151 X5} 4"V -----________D 6 1 : .. . : # z° 4 (N)2"ACID / I M311 i 7 . : • ` ff t_L f /, (N)6"CURB - (N)17`CURB 1 KEY NOTES: B (N)CONTAINMENT SUMP (E)CURB /J FIELD RELOCATE — AND GUTTER 0 (N)PPE CABINET.. (E)LIGHT POLE AI Ali in APPROXIMATELY MP I ,c 0 OWNER FURNISHED EXTERIOR EMERGENCY 10 SW (N)ACID > EYEWASHISHOWER NIJTRALf[ATION M 6"DR FROM SUMP ---_, MANHOLE m ©3 TYPICAL TRENCH DETAIL. PIPE TO SSMH `� n 6"DR FROM SUMP - L; ® OWNER FURNISHED r ACTUATED BALL VALVE. PIPE TO SSMH i0 RELOCATE(E)HOSE RACK. (E)3!4"GAS a ® COAT CONTAINMENT SUMP WITH SYSTEM 13 PER I to SECTION 05960. r w U ®7 ACCESS LADDER WITH 30-INCHES CLEAR. 1"CAUSTIC TO SRF a ® INSTALL DOUBLE CONTAINMENT ACID PIPING BLDG SEE DWG C310FOR CONTINUATION ~ \\6'"DR TO SSMH I2 i WITH POSITIVE DRAINAGE BACK TOWARDS TANK ioPAD CONTAINMENT SUMP_ 6"DR TO SSMH r' ® RESTORE DISTURBED AREAS TO WITHIN 6-INCHES I 1 OF EXISTING GRADE USING NATIVE BACKFILL. vi PLACE 6-INCHES OF LANDSCAPE FILL TO BRING I o DISTURBED AREAS UP TO MATCH EXISTING GRADE SOLIDS BUILDING PARTIAL PLAN . PS10 SEE NOTE 8 ON DRAWING G002 FOR INFORMATION a II ON STRUCTURAL DETAILS OF TANK SLABS. 0_..- 2 4 is I00. 7- WE 1 DRN SEL .DAM D94GJULY 2017 ININNIIIIII SHEET TRIP SHEET DURHAM AWWTP MECHANICAL 77 DWG; D SK D1 o•M310 SODIUM HYPOCHLORITE& DATE 6r8i2017 OREGON THIS BAR IS ONE INCHCAUSTIC SYSTEM AND col(MDH GOVNE+1376013.66-M310.dwg WHEN DRAWING IS FULL S CAUSTIC IMPROVEMENTS ,�c' NA o• o.r..a.at�4slpai.a. SULFURIC ACID SYSTEM m SCALE Kennedy/Jenks Consultants° cws (Exports: 4A/Il Awro MDL sCME REV, DATE PPM DE&CRPrgN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971239379 421 SW 6TH AVE.SUITE 1000.PORTLAND OR 97204 FLAN pp0,,, 6623 ERGR STAMP 4"V - -- KEY NOTES: I I "I 0 SULFURIC ACID METERING PUMP ENCLOSURE PUMP 750P 901 SEE SKID AND SPECIFICATION 11240 J2Q COAT SUMP WITH SYSTEM 13,SECTION 09960. i (N)METAL CANOPY SEE �` 03 UNISTRUT SUPPORT RACK FOR LCP. SPECIFICATION 05500 r1 4'v ! '_ _ _ ® PROVIDE CONTINUOUS DESENDING SLOPE FROM (N)EMERGENCY " AVR TO VERTICAL PIPE INTO WETWELL TO ALLOW CHEMICAL FILL EYEWASH/ V ' .-.� GRAVITY DRAINAGE. STATION SEE / SHOWER f DETAIL© 750SH4201 p5 INSTALL CONICAL FLASHING WITH FLARED I"- ( • BOTTOM EDGE,LAPPED AND SWEET-SOLDERED % i (N)SUFURIC /� M003 ACID PUMP& -1, 6 WATERTIGHT TO UNDERSIDE OF ROOF. ENCLOSURE I ' COUNTERFLASH AROUND VENT AND OVERLAP L 750Pd901 iCONICAL BOTTOM EDGE. I 4 1 r-• y ------.; r SULFURIC ACID 1 NEULTRALIZATION TANK. 6 PROVIDE PIPE SUPPORTS ON ALL PIPES IN ® t ACCORDANCE WITH SPECIFICATION SECTION / ZI SEE SECTION 13417 15050 ,, - CAUSTIC 2"CAUSTIC c �� SULFURIC 4"V WI GOOSENECK BULK —C / w IL-�1.-t, 1 - ACID BULK I 24"0 MH FRAME I STORAGE r' a X' i ` ' 1O -- (N)2"ACID E SUPNPK AND COVER (N)1^CAUSTIC , / 75074901 1930TS5Dt1 r _� i PRECASTCONC I I i m 'tq' Lf GRADE RINGS tq --{ r-6"DR OULET ri: 1..„,� t4 CHEMICAL FILL STATION -/ 2 _ NEUTRALIZATION 7. SECONDARY CHIPS PLEXIGLASS 12"CRUSHED ROCK SPLASH SHELD I ( SECTION / CLAMSHELL STYLE HINGE t1 ;t=, 0 2 PLEXIGLASSE ,- FRP BACKPLATE _, WINDOW W*1'4" 14VE1I 4" V-` I DRAIN PIPE '� r—rte— I r 1' ► 7- ACCESS 4"V ;714:,r,-\ (N)METAL CANOPY SEE INLET PIPE PORT SECTION I I I l !fi PLATFORM � SPECIFICATION 13120 l k' --- J -� (E)SOLIDS �- (N)SUFURIC ,_ (N)ENCLOSURE �� '-'/--- BLDG ACID PUMP& 5 !f I r ENCLOSURE . - (N)SUFURIC I fr) ACID PUMP U j I [ 750P4901 ' (N)2"ACID f + 1 L 750P4901 1 ¢¢ I ACCESS � /- (N)1/2"ARV I 1"4 � k CHEMICAL EIEC � `J Id� J-(N)12"DRU V�LADDER I STATION SEE i (BEYOND) ts, DETAIL ..} { p� ' ' CAUSTIC SULFURIC / is—_-_— BULK ( ACID BULK - / i (N)1/2"ACID ---y_ FROM BUC ID LK TANK CHEMICAL FILL STATION ---,,\ v STORAGE, AnT {E)SOLIDS I �� STORAGE / M003 SEE DETAILTANK j / BLDG (N)12"ACID ( C0� ': , TANK iIgli II 93015501( Tj IN 4"DOUBLE I - .p. (T50T4901� �6 (N)1/2"HPA Ark M003 1 I CONTAINMENT; , t PIPE Pa T ¢ ("1 1"F� � to, (N)1"CAUSTIC 1 ` (E)CURB A AND GUTTER 2 j Q.. NOTSEE est L (N)12`NPA ,--(N)1"CAUSTIC 4 I -.-_ =; _1 (E)CURB :: IU AND GU 1 I R(N}6"OR - 2. SEE RE DETAILS ' i . 1 PIPE . (k-- m r I;> SLOPE DRAIN AND (N)6"DR O i DOUBLE CONTAINMENT ( ACID PUMP SCHEMATIC • -_,. - pt 1 PIPES TO DRAIN SUMP l 1- 1 a + z ri m (N)1"CAUSTIC IN 4" 1"SS x 1")HDPE IL .m I ^ DOUBLE CONTAINMENT TRANSITION FLG (N)1"CAUSTIC ---------.- 3 4=r-0 PIPE.SLOPE TO DRAIN TO STRUVITE B / y SECTION \ SECTION S7 RECOVERY FACILITY 0 2 4 c� 0e_-+---2 4 { 4.NGiN£fp a are=r-0 3rarA1'0 76443PE 23 omit OM1 SEL' W1E / OREGON oroc JULY 2017 -� DURHAM AINWrP MECHANICAL*ROA NAME SHEET TRU ' °F 77 T D5N sKrMDH •M311 THIS BAR IS ONE INCH aeanW4� DURHAM SODIUM HYPOCHLORITE& BULK STORAGE TANKS DATE er62017 M31 h.-. C MDH CAD FILE•1376013.66-M311.dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS roc• NA scALE. Aioei6sat�0�" Kennedy/JenksConsultantso SECTIONS LE MITES: 4/4)/4 MDL SCALE ,Ey DATE DM Aero cesCravnaN 2550 SW Higsboro Hwy H*abora.Orega+971239379 421 SW 6TH AVE.SUITE 1000.PORTLAND OR 97204 ^•• 6823ENDA STAMP - r — RECONNECT TO(E),INSTALL l I -(E)GRATING ( (N)3"SCH SO PVC PIPING PIPE SUPPORT I DEMO(E)3" AND ROUTE UNDER GRATING - / SCH BO NPW i RELOCATED "., 41 (E}METAL AND ,,,,,,:: FRP STAIRS /0 y 1 'i r J CHEMICAL �'� t� f/ �1- 1 it'lr.i +int SPLASH ftp i 1 I II, 4 I,CURTAIN A II --- `(`i1111111-'111'1/7r11 r I _ _ 11-11-1-:, —(E)EMERGENCY DEMO(E)REFRIGERANT LINES411 6 i t� 1 s i t 11111 � 1 _ EYEWASH 1 SHOWER WITHIN(N)CONTAINMENT 3I '11 I. __ y�'3t' ",`Ii: - 4 (y AREA AND REROUTE ON THE 1 t i j i' � C)ENTRIFUGE ROOM EXTERIOR OF BUILDING PER REMOVE(E)METAL l, a -ii u .i� • �� t,� t( (i ,, iii ; AND FRP STAIRS � ) t"< I" t� INSTANT-HOT .., DETAIL 2 THIS SHEET \ 112"CAUSTIC 1 19 i r� �' �� WATER HEATER ' (E)FLOOR DRAIN Iii t l ��I I ,. b .j_�_� i 700WHTRA LH' III Y 202 � �/��r "r SOuos f [1 L� } SOLIDS a a �irT/l // ODOR ODOR 314"CAUSTIC ul'TNj PWT FROM HOT I o r CONTROL CONTROL rw 1 TER HEATER CAUSTIC CAUSTICti '" pyyTO HOT /� PUMP#1 PUMP#2 / 1930P5501 I 930P55021 '� ll' 4 � II II I s X1 PIPE (N)CONC , PENETRATION CONTAINMENT ° (TYP OF 2)SEE lif� AREA ."'. (N)REFRIGERANT%, II -'- �f PIPING ? 11'1 (E)REFRIGERANT (E)HVAC UNIT (E)HVAC UNIT a PIPING TO REMAIN ' „. , NOTES: NOTES: --1--, PARTIAL DEMO PLAN 1 REMOVE AND REPLACE HVAC REFIGERANT PIPING LINE SETS IN KIND AND I CONNECT(N)PW PIPING DOWNSTREAM OF(E)ISOLATION VALVE PLUMB(N) INSULATE IN ACCORDANCE WITH 1 OR ENERGY CODE- 1 1I4"PW TO(N)HOT WATER HEATER.PLUMB(N)PW-T FROM HOT WATER 0 1 2 HEATER TO(E)EMERGENCY EYEWASH I SHOWER PIPING. I �� 2 RECHARGE HVAC REFIGERANT FOLLOWING PIPING MODIFICATIONS. 3 COAT SECONDARY CONTAINMENT AREA WITH SYSTEM 13 PER 09960. 4"V,PROVIDE TYPE Xt PENETRATION CAUSTIC METERING PUMP SKID. 16'AF.F.AND INSTALL GOOSENECK SEE SPECIFICATION SECTION I DOWN ON EXTERIOR OF BLDG 11240 PARTIAL PUMP PLAN y ,, EYEWASH STATION SECTION 112"CAUSTIC.SEE M314 112"CAUSTIC }, FOR CONTINUATION 0 1 2 SCALE- NONE v■r sOLIDS 3r4,-1-6 I LCS(2) ODOR CONTROL �• CAUSTIC nPUMP#1 SOLIDS FIB " ° 0 930P5501 I ODOR _ _ I $ CONTROL - ° `i ° - --CHEMICAL M CAUSTIC i;� PP! 11 SPLASH PUMP#2 CURTAIN {B30P5502 SHELF as MOUNTED F GRATING SIMILAR o Jim PUMPS(TYP 2) TOB/S300,MATCH as WALL EL OFF(E)(E)GRATING - ° MOUNTED REPERPOSED BACK PANEL m (E)METAL AND I ;';'‘) ° FRP STAIRS r CAUSTIC �` #5©12"EACH WAY WI 3"EPDXY EMBED I _ (E)SLAB,CURB ` 6'--I 4. SEP 1 1.-" E. SIMILAR TO AFS300 IE' 01 8 ei CAUSTIC METERING PUMPS SECTION ,:y 0 1 2 3 7644SPE., .I °wcr v TTRE SHEET 24i DRN SEL F JULY 2017 SKEET 6/6/2017 77 �r DURHAM AWWTP MECHANICAL DEN SK/MDH •M312 THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& CAUSTIC SYSTEM PLANS °^' M312tt I o cr4c MDH �mE.1376013 66-14312 dwg WHEN DRAWING IS FULL Ost o. it*s* star. CAUSTIC IMPROVEMENTS AND SECTIONS DAv� PIZ• NA [ SCALE. Kennedy/Jenks Consultants* ONE 6823 !EXPIRES: �j�Aa�lr PPO MDL .SCALE REV 4 DATE. p� APyD DESCRIPTION 2550 SW Hd sbofo Hwy. HiN4boro„Oregon 97123-9379 421 SW STH AVE,SUITE 1000,PORTLAND OR 97204 PRa E: EIK1R STAMP If• NOTES: i .... 1 ROUTE 1NCH ACID ON UNDERSIDE OF(E) 111 1'3 '' II ''''--(E)1"HPA — , r 1P/2;RA_CID PIPE PLAN® - (N)1/2"HPA ELEVATED PLATFORM KEY NOTES: I o.........................o.0 4 I, ; ,..0 0 LOCATE(E)12-INCH PVC HALF PIPE PRIOR TO L INSTALLING FLOOR PENETRATION.SEE DETAIL 2 THIS DRAWING ...., 411:11 I - (N)1/2"HPA - - 0 TYPE Xi PIPE PENETRATION SEE c M002 • 0 ACID PIPE TRANSITION SEE DETAIL 1 ON THIS I , CENT-RATE I -",, 1 '‘k I i DRAVVING C> INSTALL WALL MOUNTED PIPE SUPPORTS PER EN,R1-,iF 1 TANK NO 1 SECTION 15050 I TANK NO 2 I. 1 tBELOW) i • I 0 / 0 (BEOM / Al i = 0 I DEWATERING -.) CENTRIFUGE ROOM _,/ - I1/2"ACID I I I 112"ACID SEE DWG M300 FOR CONTINUATION XI IS TIP I 1 it MI „" ... rA,- CENTRATE TANK SECTION I CENTRATE TANKS PARTIAL PLAN IN. a 3 is t ,-----I f In 1/4"..1',3" :2 o 3 6 ili4Ng 1-0' $ 1t2 PTFE DOUBLE 1/7 CPVC DOUBLE m CONTAINMENT PIPE CONTAINMENT PIPE I : . ri 1/4"HPA - - , • (E)12"CENTRATE 1 tennanear Su 0 TO CENTRATE (N)la"ACID ,'' (HALF PIPE) aemnam.., TANK S2 (.4 _. 1 a ,111 El / I ti (E)CONC / i i ' ' 0 BEAM / F / .._,.z, 1 ,,' -END LF PIPE,POINTED ELBOWONI 1 _-- x / I PROVIDE SPLASH , O \ PTFE x CPVC --' 1 GUARDS AT \ 011 DOWNSTREAM I i STRAIGHT CONNECTOR IN r"', I ACTUATED VALVES "§ Oi CLEAR PVC T. 33 1/2"CPVC DROP LEG ----- , 0 ,,... • c.-.., (.,-- (-2--- , ACID PIPE DISCHARGE DETAIL ;..- ri--- ACID PIPE TRANSITION DETAIL SCALE NTS SCALE NTS I ii2 , i r , DWG It- PROJ HAW SHEET TITLE SSW 25 c' 77 < um SEL °R* JULY 2017 DATE DURHAM AWWTP MECHANICAL f•-• IIIOOIMNIIIII 0") "1 8/8/2017 ''''I c's*SKIMDH Dwo'M313 SODIUM HYPOCHLORITE SULFURIC ACID SYSTEM man. •- THIS BAR IS ONE INCH ClesuiWaterirServices M313 4 ... ,.. CAUSTIC IMPROVEMENTS WHEN DRAINING IS FUPLAN,SECTION AND DETAILS Plc. NA Ei CHK 14ADH CAG"S 1376013 66-M313 dwg LL &Oa emanated ie Mar 'EXPIRES:&A/4 I M'PO MDL SCE SCALE Kennedy/Jenks Consuttantso cws enca STAMP AL REV* DATE DM APR) DESCRIPTION 2550 SW Heisboro Hwy Hillsboro.Oregon 97123-9379 421 SW 6TH AVE SUITE 1000,PORTLAND OR 97204 PIROJ tit 6823 .•• I (E)CHEMICALINLET HA I i / 1 I 1 I 1 I I (E)AIR--\\ I ,^- ,.."-,-- -2 -- I I —(E)1/2"HYPO (E)1/2"HYPO TO 1-'----- I i , 5=,,---,1•04 7 4 ir(E)1/2"HYPO SOUTH TOWER (E)1/2'HYPO TO NORTH TOWER -CONNECT (N)1/2"HYPO TO(E)HYPO NEW SOLIDS HYPO (N)1/2"HYPO ROOM SEE DWG CONNECT(N)1/2"HYPO TO — M302 FOR DETAILS I (E)CHEMICAL INLET PIPING L SEE DETAIL Agiii 1 -------(N)1/2"HYPO . _ . I F.+0,r+or r . W t 1 i • , „ s MT 2,1 -,-______ I (E)CHEMICAL --,- -- I . -----FROM CAUS0 TIC f M J (Mil ‘• ------DEMO(E)HYPO &Ilk INLET HATCH METERING PUMPS METERING PUMP SEE M301 I I f ,A1.17.*.,' , " ; 11, ,. ,.'',..4,,,,,,, i , t ( \ HYPO AND CAUSTIC PIPING SECTION 0 3 6 1 ,,b,, S I 1M^=1,0` Ir ' rcli tr . • 11111114146.41441.„ (E)1/2"HYPO TO I ; '2ii ' *' • SOUTH TOWER '', ', 1 DEMO(E)PIPE i (E)112 HYPO TO '' .. BETWEEN NORTH TOWER ... ° CONNECTORS U) TO REMAIN 111• ;1 _ 2 , . ... I E •r 1 ' i . 1 Cli el FROM CAUSTIC 1$ 1 I ci to PUMPS s 1, ,':, _ -- 7; '75 (.1.- CAUSTIC CONNECTION DETAIL I 0. DPN SEL °R4 JULY 2017 SCALE:NTS PROJNAME SHEET TITLE SHEET 26 Of 77 OP0O4 ..,41 - .... DATE Ca 11.11.111.1.1 DURHAM AWVVTP MECHANICAL OREOON OW MOH CMG*M314 SODIUM HYPOCHLORITE& THIS BAR IS ONE INCH aearlWater-lirServices SOLIDS BUILDING HYPO AND CAUSTIC IMPROVEMENTS M314 r.- • e"; cNA MDH c.o FILE 01376013 66-M314 dwg I Aepo MDL scALE WHEN DRAWING IS FULL SCALE Ow eesessilisest is clear Kennedy/Jenks Consuttantso CAUSTIC SYSTEMS SECTION co REV* DATE DAN APPD DESCRENKM 2550 SW Heise=Hwy Hillsboto.Oregon 97123-9379 421 SW 6TH AVE SURE 1000,PORTLANO OR 97204 AND DETAILS PLcwspAftc°T: 8:6820317 PRO!I ENGR STAMP I KEY NOTES: PIPE SUPPORT / TO MATCH 1� 1-INCH STAINLESS STEEL PIPE AND r CAUSTIC ROUTED tr - FITTINGS ARE OWNER FURNISHED. CAUSTIC PENETRATIONQ I AT SRF SEE TO(E)TANK SEE /� M400 ; , V TYPE X1 PIPE PENETRATION SEE 1311 C001 r* I f �''` 1 ;., M002 I 1 (E)SPRAY SHETLD ©3 SUPPORT ALL(N)PIPING PER SECTION 15050. i , , , ROUTE PIPING WITHIN(E) SPLASH CURTAIN AND USE(E) I UNISTRUT RACK FOR SUPPORT. CONNECT TO(E)DAY TANK if l 11"CAUSTIC 1 .. _ , ,� II 0 1 3 A A 1"BALL VALVE. I t_ P LOCATION 2 �,� (! ' , ACCESSABLE THROUGH FRONT ...- OF(E)SPLASH " . CURTAIN I z :: • , to U, .: (RIM E95EL 1290M"8.98 ( 1 CAUSTIC SUPPLY TANK CONNECTION IE 95 90 SCALE' NONE / (E)66'SAN --..-___ EL=,30 0 /' --____ 7 (E) SAN V /� IE 944 0.0+i- `/ .. -- (E)ABANDONED 30"FAD (E)ELEC DUCT I PENETRATION I 000 EL t t8.0+!- r- 1"CAUSTIC 1r_(E)SPRAY SHEILA 1"CAUSTIC IN 4" CONTAINMENT SLOPE TO DRAIN l DEMO(E)30"FAD AS -�, NEEDED FOR PIPE (E)CAUSTIC TANK 4111 .0i� INSTALATION SEE DETAILI 'yam �i ://- �� C001 j I U a U k . SEE DWG C310 FOR 0 I EI CONTINUATION E+ L=1060 jV fi 01 SRF BASEMENT PLAN 0 : I „4y,'� SECTION �, 0 3 6 K ti .. �aG1FR 644 a SHEET 27 "St f 0d ,RSEL a JULY2017 �� DURHAM AWWTP NAME sN m,e MECHANICAL P1bT 8/8/2017 77 OREGON' IDH •M400 THIS BAR IS ONE INCH /^q__,"_ ` s SODIUM HYPOCHLORITE& STRUVITE RECOVERY aTEM40� '' ° o ux MDH ►1378013.66-M400.dWg WHEN DRAWING IS FULL <�1Cdil CAUSTIC IMPROVEMENTS FACILITY PIPING PLAN °”' NA �YW I - Oar•aaades�al d dnr ff /lB7lli SCALE Kennedy/Jenks ConsuftantsoCW's• 8823 „ m /�"�MDL SCALE REV• DATE OR„ Appy DESCRIPTION 2550 SW Hillsboro Hwy. HIOSbpo.O+rgon 97123-9379 421 SW 8TH AVE,SUITE 1004 PORTLAND OR 97204 AND DETAILS PROJ I STRUCTURAL ABBREVIATIONS GENERAL STRUCTURAL NOTES SPECIAL INSPECTION AND & AND JT JOINT TESTING SCHEDULE 0 AT GENERAL ii NUMBER KIP 1,000 POUNDS 1. CONCRETE REINFORCING STEEL 0 DIAMETER KSI KIPS PER SQUARE INCH 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INSPECTION' AS AGGREGATE BASE,ANCHOR BOLT INTERNATIONAL BUILDING CODE,2014 OREGON STRUCTURAL 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. CONT PER ACI AMERICAN CONCRETE L,L ANGLE SPECIALTY CODE,AND THE REFERENCED BUILDING CODE 2 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. [XI [ ] CONTINUOUS PLACEMENT INSPECTION INSTITUTE LB(S) POUNDS STANDARDS. 3 ARRANGEMENT AND DETAILING OF REINFORCING STEEL,INCLUDING BAR SUPPORTS EXCEPT fC<2,500 PSI OR TYPE E CONCRETE AD ADDITIONAL LB/SF POUNDS)PER SQUARE FOOT 2 THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL AND SPACERS,SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. [ ] [XJ VERIFY DESIGN MIX AD ADJACENT LL LIVE LOAD PARTS OF THE PROJECT,UNLESS NOTED OTHERWISE 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT CXJ ( j AT TIME SAMPLE TAKEN FOR STRENGTH,SLUMP, AISC AMERICAN INSTITUTE OF LLH LONG LEG HORIZONTAL 3 SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED SPLICE TABLE.UNLESS OTHERWISE SHOWN.WHEN BARS OF DIFFERENT SIZE LAP TO UNIT WEIGHT,AIR AND TEMPERATURE TESTS. STEEL CONSTRUCTION LLV LONG LEG VERTICAL I WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S EACH OTHER,SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED.DOWELS SHALL [ ] [X] PROPER CURING AND TEMPERATURE AISI AMERICAN NST AND LONGIT LONGITUDINAL DRAWINGS. HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE [X] [ j BOLTS INSTALLED IN CONCRETE STEEL INSTITUTE LT LIGHT LONGITUDINAL 4 DIMENSIONS NOTED WITH AN ASTERISK,"'",ARE TO BE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE.BAR SPLICES SHALL BE [ ] [XJ REINFORCING PLACEMENT ALUM ALUMINUM LW LIGHT WEIGHT COORDINATED WITH FAVORABLY REVIEWED SUBMITTAL BY THE STAGGERED. [ I [X] FORMWORK ALT ALTERNATE EQUIPMENT MANUFACTURER. 5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. [ ] [ I STRESSING&GROUTING OF TENDONS APROX APPROXIMATE MAIL MATERIAL 6. NO WELDING OF REINFORCING BARS SHALL BE PERMI t I ED,UNLESS APPROVAL IN TESTING: ARCH ARCHITECTURAL MAX MAXIMUM I PERMITS AND INSPECTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. ASTM AMERICAN SOCIETY FOR MB MACHINE BOLT 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES.UNLESS NOTED OTHERWISE [X] 4 CYLINDERS PER 100 CUBIC YARDS' TESTING AND MATERIALS MC MISCELLANEOUS CHANNEL BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. TEST. 2 7 DAYS,2 C 28 DAYS, AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE 'EACH MIX PLACED,EACH DAY PLACED AWS AMERICAN WELDING SOCIETY MECH MECHANICAL AND AS DESCRIBED IN THE SPECIFICATIONS. AS FOLLOWS: EXCEPT Pc<2,500 PSI OR TYPE E CONCRETE E/ BOTTOM OF MIN MINIMUM I 2 THE CONTRACTOR SHALL SELECT.INSTALL AND MAINTAIN SHORING, [X] SLUMP TEST-PER 50 CY&AT STRENGTH SAMPLE BLDG BUILDING MISC MISCELLANEOUS SHEETING,BRACING AND SLOPING AS NECESSARY TO MAINTAIN BEAMS AND COLUMNS: [X] AIR TEST-PER STRENGTH SAMPLES BBM L BEAM SAFE EXCAVATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRY CONDITIONS: ( j SHRINKAGE TEST-3 SPECIMENS PER STRENGTH SOT BOTTOM (N) NEW ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA STIRRUPS,SPIRALS,AND TIES 1 1/2-INCH SCHEDULE BP BASE PLATE NIC NOT IN CONTACT SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS.ALL PRINCIPAL REINFORCEMENT 2-INCH [ I UNIT WEIGHT TEST-PER STRENGTH SAMPLES BS BOTH SIDES NO. NUMBER EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH EXPOSED TO EARTH,WATER,OR WEATHER: BTWN BETWEEN NS NEAR SIDE I APPLICABLE LAW,INCLUDING LOCAL ORDINANCES,AND APPLICABLE STIRRUPS,SPIRALS.AND TIES 2-INCH 2 SPECIAL CASES NSG NON-SHRINK GROUT OSHA REQUIREMENTS. PRINCIPAL REINFORCEMENT WALLS: 2 112 INCH ANCHORAGE TO EXISTING CONCRETE/MASONRY(SPEC 05090) [X] CONTINUOUS INSTALLATION INSPECTION CALC'S CALCULATIONS NTS NOT TO SCALE LESS THAN 12-INCHES THICK 1 1/2-INCH [X] PROOF LOAD TEST PER SPEC 05090 CC.CIC CENTER-TO-CENTER 12 INCHES OR OVER IN THICKNESS 2 1/2-INCH (SUBMIT TEST LOADS TO ENGINEER PRIOR TO Cl CONSTRUCTION JOINT OC ON CENTERS OD OUTSIDE DIAMETER c CENTERLINE SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS TEST) CLR CLEAR OH OPPOSITE HAND,OVERHEAD 10%OF ANCHORS FOR DOWELS CNJ CONTROL JOINT OPNG(S) OPENING(S) 1. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN 10%OF ANCHORS FOR SILL PLATE BOLTS COL COLUMN OPP OPPOSITE ENGINEER(S)OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES -50%OF ANCHORS FOR EQUIP ANCHORAGE CONC CONCRETE IN ACCORDANCE WITH IBC 2012,SECTION 1710,STRUCTURAL -100%OF ANCHORS FOR HOLD-DOWN BOLTS CONST CONSTRUCTION PAF POWDER ACTUATED FASTENER OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS -100%FOR ALL OTHER ANCHORS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONCRETE: CONT CONTINUOUS PER PERIODIC PL PLATE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND 1 CEMENT SHALL BE ASTM C150 TYPE II FOR ALLSTRUCTURES.CONCRETE SHALL HAVE A NOTE:POST-INSTALLED FASTENERS ARE ONLY TO BE INSTALLED INSPECTION REPORTS FOR GENERAL COMPLIANCEWITH THE WHERE SPECIFICALLY INDICATED AND SHALL RECEIVE SPECIAL DBL DOUBLE PLF POUND PER LINEAL FOOT CONSTRUCTION DOCUMENTS RELATING TO THE ST TOTHE STRUCTURAL WORK MINIMUM 28 DAY COMPRESSIVE STRENGTH(PSI)AS NOTED IN THE TABLE BELOW AND AS DIA DIAMETER PSF POUND PER SQUARE FOOT AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT FURTHER DEFINED IN THE SPECIFICATIONS' INSPECTION AND TESTING IN ACCORDANCE WITH SECTION 05090. DIM DIMENSION PSI POUND PER SQUARE INCH ' ANCHORAGE. --- THE FOLLOWING ARE NOT USED- DL DEAD LOAD PT(S) POINT(S) 2. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2012,SECTION 1704, CONCRETE STRENGTH(PSI} 3 SOILS DN DOWN SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND 4. STRUCTURAL MASONRY DWG(S) DRAWINGS R,RAD RADIUS TESTING SCHEDULE ON THIS SHEET. TYPE STRENGTH LOCATION 5 STEEL REST RECTANGLE,RECTANGULAR - (E)(E) EXISTING REINF REINFORCING,-MENT ` C 4000 PSI BLDG BASIC CONC-ALL WORK 6. WOODEA EACH REQ'D REQUIRED ' EF EACH FACE LOADING CRITERIA7 SHQTCRETE 8 INSULATING CONCRETE FILL EL ELEVATION SCH SCHEDULE 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-11 INCLUDING BAR BENDS AND 9 SPRAY 4PPUED FIRE RESISTIVE MATERIALS j ELEC ELECTRICAL SF SQUARE FOOT 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2012 HOOKS,UNLESS DETAILED OTHERWISE 10 SMOKE CONTROL SYSTEMS INTERNATIONAL BUILDING CODE INCLUDING LATEST REVISION, 3 SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, 11. REINFORCED GYPSUM CONCRETE EMBED EMBEDMENT SHT SHEET 2. DEAD LOAD: AS CALCULATED 100 PSF UNIFORM WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE 12 PILE FOUNDATIONS EQ EQUAL SIM SIMILAR DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS,REINFORCING STEEL OR PLACING CONCRETE.ANY ADDITIONAL VERTICAL OR EQUIP EQUIPMENT SLBB SHORT LEGS BACK-TO-BACK 3 LIVE LOADS: ELEVATED SLABS&WALKWAY$ ES EACH SIDE SLH SHORT LEG HORIZONTAL FLOOR-LIGHT MANUFACTURING/STORAGE 125 PSF UNIFORM, HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE EW EACH WAY SLV SHORT LEG VERTICAL 2,000 LBS POINT FAVORABLY REVIEWED BY THE ENGINEER.REFER TO SPECIFICATIONS AND TYPICAL EXP EXPANSION SPEC(S) SPECIFICATION(S) EXT EXTERIOR SQ SQUARE FLOOR-HEAVY MANUFACTURG/STORAGE 250 PSF UNIFORM, DETAILS FOR ADDITIONAL INFORMATION.CONSTRUCTION JOINTS SHALL BE ROUGHENED I BASIC WIND SPEED 3,000 LBS POINT TO 1/4-INCH AMPLITUDE. 4. WIND LOAD: W4. OPENINGS,PIPE SLEEVES,CONDUITS,INSERTS AND OTHER EMBEDDED ITEMS SHALL BE (F) FUTURE SS o STAG STAINLESS STEEL STAGGER 130 MPH IN PLACE BEFORE CONCRETE IS PLACED.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FD FLOOR DRAIN STD STANDARD u.) COORDINATE ARCHITECTURAL,CML,MECHANICAL,ELECTRICAL,LANDSCAPING,HVAC, ( FF FINISH FLOOR STIFF STIFFENER EXPOSURE C PLUMBING,INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND FIN FINISH STL STEEL ,..i 5. SNOW LOAD: FLR FLOOR STRUC STRUCTURE IMPORTANCE FACTOR.I 1.2 EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL f FNDN FOUNDATION SUSP SUSPENDED mDRAWINGS.NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS BASIC GROUND SNOW LOAD,Pg 10 PSF SNOW EXPOSURE COEFFICIENT.Ce 0.9 (UNLESS SHOWN ON STRUCTURAL DRAWINGS).COORDINATE WITH EQUIPMENT FRP FIBERGLASS I MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES. PLASTIC T/ TOP OF E THERMAL FACTOR,Ct 1.0 FT FOOT/FEET T&B TOP AND BOTTOM 5. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED I 67, 6. SEISMIC ANCY:CATEGORY III 3/4-INCH.INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED FTG FOOTING TYP TYPICAL 9 OCCUPANCY1 3/8-INCH RADIUS CONSTRUCTION JOINT.. SEISMIC IMPORTANCE FACTOR,I 1.25 GA GAGE/GAUGE LION UNLESS OTHERWISE NOTED t6 EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO.5 BARS AT 12-INCHES m SEISMIC IMPORTANCE FACTOR.Ip 1.50 GALV GALVANIZED UT ULTRASONIC TESTING O SOIL PROFILE TYPE So EACH WAY. SITE COEFFICIENT SS SITE COEFFICIENT S, 0.934 7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS HORIZ HORIZONTAL VERT VERTICAL ' 0.337 HSS HOLLOW STRUCTURAL SECTION VIF VERIFY IN FIELD SEISMIC DESIGN RESPONSE PARAMATE R S 0.701 HT HEIGHT E SEISMIC DESIGN RESPONSE PARAMATER Sp1 0.388 HWL HIGH WATER LEVEL W/ WITH SEISMIC DESIGN CATEGORY D WI WITHOUT SITE COEFFICIENT Fa 1.127 IBC INTERNATIONAL BUILDING CODE W WIDE FLANGE a SITE COEFFICIENT Fv 1.726 ICC INTERNATIONAL CODE COUNCIL WP WORK POINT ri EISMIC OVERSTRENGTH AND DUCTILITY COEFFICIENT,R 2.5 IN INCH WT WEIGHT,STRUCTURAL TEE P SEISMIC AMPLIFICATION FACTOR,f) 2.5 INT INTERIOR WALL THICKNESS rr} LONG PERIOD TRANSITION PERIOD,Ti 16 WWF WELDED WIRE FABRIC aRED -.. a; Bs742Pfr, as STP °p„R10IE JULY 2017 PRQI NAMESHEET TITLE SHEET 28 of 77 04 --, SIICleanWateriDURHAM AWWTP STRUCTURAL • DEN'JOS o ,3001 SODIUM HYPOCHLORITE& snoT 8/8/2017 N GENERAL NOTES,SPECIAL °"'� , THIS BAR IS ONE INCH SOQ1 n s` WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS • cs«PDS uDF9s,1376013.s6Soo1-dwg SCALE Sesvices O eo..1,..,91,e1,sr, INSPECTION AND TESTING �' NA Kennedy/Jenks Consultantsc cws CO APPD JDS SCALE REV. DATE OM ASID DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro.Oregon 97123.9379 421 SWBTH AVE.SUITE 1000,PORTLAND OR 97204 SCHEDULE cwa 6823 ENDR STAAm'. ISPLICE LENGTH FOR REINFORCING BARS IN WALLS&SLABS(INCHES)'23 — -- - 12' I BAR SIZE CONC COVER=140 IN'CONC COVER=1.50 IN- CONC COVER=2.00 IN. 314*CHAMFER VERTICAL SOFT INCH TOP4 OTHER i TOP4 OTHER TOP4 OTHER 03@;112'EW -_. EDGES(TYP) METRIC POUND ROUGHENED CJ W/ '� } #10 #3 17 16 17 16 17 18 - EPDXY BONDING AGENT o H I 013 01 23 17 23 17 23 17 016 05 33 28 28 22 28 22 (E)CONC SLAB------.�_.` NOTE 4 #19 U6 AB 35 34 28 34 g 28 ADHESIVE DOWEL ALL y AROUND: --- _,.___.___1_.. #3( 12'EW ---- I NOTES:1 LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI 318-08.NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY DIFFERENCES THAN THE FOLLOWING CRITERIA FOR NOTES: APPUCABLE CHANGES IN LAP SPUCE LENGTH. 1. PLACE ALL EQUIPMENT ON CONCRETE BASES. I 2 LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 80 REINFORCING IN NORMAL-WEIGHT CONCRETE WITH Pc 2 SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER. GREATER THAN OR EQUAL TO 3,000 PSI. 3 FOR INSTALLATION AT EXISTING SLABS,THE CONTRACTOR SHALL LOCATE AND 3 CENTER-TO-CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS AVOID DRILLING THRU EXISTING REINFORCING STEEL. ONE BAR DIAMETER. 4 84 (T-3"MAX). 4 TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS. 5 STD HOOK DEVELOPMENT LENGTH (1-3"MAX). I CONCRETE REINFORCEMENT SPLICE TABLE "- CONCRETE EQUIPMENT PAD SCALE-NTS SCALE'NTS I I I I I I ai I fq m 1 Y U E (7 S lh O m co co d 69T42Pk'., ("G JULY *� DURHAMAWWTP STRUCTURAL 29 °"�x x% ' �»STP DAM P10* 8/812017 =- JOS ow" S002 THIS BAR Is aNE INCH SODIUM HYPOCHLORITE& REINFORCED CONCRETE MOS ' °'i5 y`_. I WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS S002 � PDS Fl �1376013.BSS002.dwg SCALE. o..�..ca...« STANDARD DETAILS PLC• NA T Kennedy/Jenks Corrsuitantso cws MAMA DAIL sDan wP�JDS `cu s RENO DATE �t DESCJDP1ON 2550 SW Hillsboro Hwy. Hillsboro.Oregon 971239379 421 SW 8TH AVE,SUITE 1000.PORTLAND OR 97204 0 6823 ENGn sTMN I IEXP JT BRIDGING EXTEND UP CURB&WALL I TO HEIGHT OF(N)CURB SEE ink 14"TALL rICPP. 6" r #5@12"EA WAY I CONTAINMENT I_1/-CONST Jt EA FACE(TYP ALL) CURB / �.0" 1_1 4, \\\(' ..� or . .ll i- 2'.-6–TALL CONC TANK w r PEDESTAL +, ", '•A•r 3%SLOPED GROUT ' FRP GRATING(150 PSF) ' 0 0 ':- ' 4 .....„, -.,... W/EXTERNAL ANGLE -- . Li I SUPPORT SEE II11 „ . „ ,, „ ,„ -,1{1. .IT I ill . , iI ' 2'6"TALL CONC SECTION W ; PUMP PAD I BREAK CURB C(E)EXP JT c; _ II 1/2"=1'40* 1 WALL OR CURB BEYOND r EXTEND UP CURB&WALL TO HEIGHT OFT/CURB I SODIUM HYPOCHLORITE JOINT I!j SEALANT BRIDGING.SIKADUR EXP JT BEYOND COMBIFLEX SG SYSTEM OR EQUAL — I' �-` I I -- EXP JT FILLER S200 GROUT FILL 1 I PREFORMED Io JOINT FILLER 1 )AO EXPANSION JOINT FILLER DETAIL SCALE:NTS liT N z7 N OE gT NOTE:SEE M201 FOR DIMENSIONS IiTUNNEL PLAN s 3IIIN c6 114'.1'-0' IALS h M �t1G1N{'E` . a 89742K-' orw STP = JULY 2017 iNtOINME •EETIITLE SHEET oP 77 owor �1 DURHAM AWWTP STRUCTURAL r �"JOS 4 S200 THIS BAR IS ONE INCHawn, , SODIUM HYPOCHLORITE 8 LIQUIDS TUNNEL FLAN, ail X017 SZOQ ON '� WHEN DRAWING 1S FULL Our b e�.. CAUSTIC IMPROVEMENTS SECTION AND DETAILS MAIN w1r 6� I c PDS coo ME r137S013.66-5200.dwg PLC t NA ,if SCALE Kennedy/Jenks Consuttantso cws �PPo JOS sGu.E. REV r Dr1E ORM APPO DESCWP110N 2550 SW Heisboro Hwy Weber°,Orego 971239379 421 SW STH AVE.SUITE 1000,PORTLAND OR 97204 PROJCr, 8823 EWER STAMP I I I I I (E)W16X26 BELOW I3'TALL CONC PUMP 18"TALL PEDESTAL REINFORCE —,,,,,, CONTAINMENT ,� SIM TO TANK PAD CURB 8512"EACH WAY WI 3" EPDXY EMBED @(E)SLAB \ NN IN FRP GRATING(150 PSF) WI EXTERNAL ANGLE -- —„ SUPPORT SEE ill /\\J/, (E)W16X26 i `� ,� BELOW I (N)W12x16 ., o BELOW o o 1'-9"TALL CONC TANK PAD 300 � , L4x4x3/8 x r WI(3)314"0 A325 W12x16,COAT IN 1"TO 2" \N—(E)W16x26(TYP 2) I S 1 A BOLTS EACH LEG(TYP 2),ATCONTRACTACCORDANCE NON-SHRINK WELDED SUBSTITUTE OPTIONRS PROPOSE SWIPECIFICATIONS GROUT N / SYSTEM 4 I _ ( SECTION i_ SCALE,NTS I FRP GRATING 150 PSF I con NOTE.SEE M302 FOR DIMENSIONS '!, t ��EMs�1I♦�1 n (1 \ STORAGE AREA PLAN �. SCALE: 1/2"=V-0" fi SS L3x2x1/4,LLV --/ 5I8"@ SS ROD WI 3"EPDXY w, EMBED,18"OC r U 9D `per O y, 1 E g (\ ANGLE SUPPORT Qi SCALE:NTS S I ••• A .09 G{NFF G I a _ • oaN oRw JULY 2017 PRW NAME SHEET TITLE T 31 OF 77 DWG* ,1A ✓ STP DATE DURHAM AWWTP STRUCTURAL s' osI1JDS DWG $300 SODIUM HYPOCHLORITE& OREGON THIS BAR IS ONE INCH ( nW Services SOLIDS HYPO SYSTEM DATE 6/srzotl S300 ' ' o/ I o cmc PDS O+++nL 1376013.66-S300.dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS P G. �v SCALE- °i``°'�°'p`is ` Kennedy/Jenks Consultants* PLAN AND SECTIONS wPr0 JOS SCALEREV, DATE GRN Appy DESCRIPTION 2550 SW H9Isbor0 Hwy HaisEora.Oregon 97123-9379 421 SW 8TH AVE,SUITE 1000.PORTLAND OR 97204 PRG I r 6823 ENGR STAMP I ONE-LINE DIAGRAM SYM. CONTROL SCHEMATIC SYM. CONTROL SCHEMATIC SYM. CONT. ELECTRICAL PLAN SYM. LIGHTING PLAN SYM. I ___. ---- _ LIGHTNING ARRESTOR L. J-a.--- o 0 ON-OFF SWITCH TI TONE ME DELAY RELAY,TRX, TIMING RANGE AS NOTED ± -_- GROUND ZO Y LUMINAIRE(HID OR INC) EXIT SIGN.SHADED AREAS 0,, --,-- ELECTRICAL CONNECTION INDICATE FACE(S) TDAEAFTTTERAR EENDFERLAZAPTICI0KNUP 0 X foo_ CURRENT TRANSFORMER -0-3.0- FLOAT SWITCH.CLOSE ON SEC x=NO.OF PHASES TOAD=TIME DELAY DROP OUT RISING LEVEL ---NT1*---- CONDUIT SEAT I 3E-- POTENTIAUVOLTAGE TRANSFORMER X=NO OF PHASES ---E-- FLOAT SWITCH CLOSE ON FALLING LEVEL i{8X TIME AFTER DE-ENERGIZATION TAW DELAY RELAY CONTACT, NORMALLY OPEN,CLOSE AFTER ---. CONDUIT TURNED DOWN Z 0 Y FLUORESCENT LIGHT FIXTURE SELF CONTAINED INCREASING PRESSURE R X CI CONDUIT TURNED UP TIME DELAY ON ENERGIZATION —C-N0-- DRAW OUT OR STAB IN CONNECTION LOW VOLTAGE CIRCUIT BREAKER --0- o--- PRESSURE SWITCH CLOSE ON PRESSURE SVVITCH,CLOSE ON NORMA'TY CLOSED OPEN AFTER 7 --"rq-Z TIME DELAY ON ENERDLIZATION "--#-- HOME RUN EXPOSED -"IN—--..- HOME RUN CONCEALED EXPOSED WIRING RUN 3.0"C 2#12 F.[W ., EMERGENCY LIGHT TIME DELAY RELAY CONTACT, or T EMERGENCY LIGH, REMOTE MOUNTED HEAD 20/3/50 TRIP AMPERAGE{POLESTPRAME SIZE --'''' -- DECREASING PRESSURE VMS 72'G'UNLESS OTHERWISE FUSED SWITCH I DO( 30/3/60- FUSE RATINOPOLESTSVVITCH RATING NE T NON FUSED ,zro- LIMIT SWITCH CLOSE WREN F TIME DELAY RELAY CONTACT. POSITION REACHED T 7,. -co, NORMALLY OPEN,CLOSE ON RGMAT ION OPEN AFTER — — UNDERGROUND ELECTRICAL DUCT BANK Z TIME DELAY ON DE ENERGIZATION NOTED ( CONCRETE-ENCASED UNLESS OTHERWISE NOTED) --' , POLE MOUNTED LUMINAIRE ENE -0-[ re- LIMIT SWITCH OPEN WHEN Z SWITCH O.(' c'->> LOW VOLTAGE DRAVV CERT CIRCUIT BREAKER POSITION REACHED TIME DELAY RELAY CC)NTACT --— GROUND GRID OR CABLE GO-NO GO LIGITT I ( El / MEDIUM VDT TAGE DRAW OUT ON RISING TEMPERATURE BREAKER -0----.. cF-- TEMPERATURETWITCH CLOSE TR Z -0- .-.12-- NORMALLY CLOSED OPEN ON ENERGIZATION,CLOSE AFTER 0 GROUND ROD EMERGENCY LIGHT 2 EXISTING UNDERGROUND ELECTRICAL n TIME DELAY ON DE ENERGIZATION , ATTACHED HEADS SHOWN TRANSFORMER WITH PRIMARY DUCT BANK AND KVA RATING SHOWN I ---7----2!'1;1-- VOLTAGE SECONDARY VOLT AGE LTV) i E 1253.L2-307," I-8 X LTA -' - TEMPERATURE SWITCH,OPEN ON RISING TEMPERATURE HORN UNDERGROUND TELEPHONE CONDUIT LUMINAIRE SUBSCRIPTS F-I —TEL— {CONCRETE ENCASED UNLESS X= FIXTURE TYPE SEE FIXT URE SCHEDULE OTHERWISE NOTED) Y CIRCUIT NUMBER FROM PANE(BOARD TRANSFER SWIT CI I ATS=AU TOMATiC ---(51_0-- FL OW SWITCH CLOSE ON INCREASING FLOW DTA T- RUNNING TIMF METER MAY BE —DI[— OVERHEAD ELECTRICAL 7-T CONTROLLING SWITCH I L _.(_..... MTS,MANUAL ELM OR KC TAGGED FLOW SWITCH OPEN ON ---iil 4H.- REMBATTERY + ANTENNA SWITCH SUBSCRIPTS NONE = SINGLE-POLE SWITCH 3= THREE-WAY SAITCH X MAGNETIC STARTER WTHE MAI OVERLOADS `1' INCREASING FLOW 4= FOUR-WAY SWITCH I 0 X 0-..‹) 03-.75 {OPEN A CI TOGGLE SWITCH OSEDI 33 MOTOR (3 PHASE MOTOR SHOW 1 TRANSFORMER ROWER OR LIGHTING 0= MANUAL MOTOR STARTER WITH THERMAL GENERATOR X RATIFEG ELEMENT FOR SMALL HORSEPOWER MOTOR FE= PHOTOELECTRIC CONTACTOR COIL PANEL BOARD ALP- WEATHERPROOF SWITCH I I MOTOR 0 CONTROI RELAY CFR LJ 480 T 23T/240T CONTROL POWER TRANSFORMER PRIMARY AND SECONDARY XP= EXPLOSIONPROOF SWITCH CLAPY MOTOR STAR TER COD OR INSTRUMENT SWITCH SOLENOID VALVE COR r--1 ,-- VOLTAGES AS NOTED SIZE AS REQUIRED UNLESS NOTED r"-----'1 CONTROL PANEL SUPPLIED WTI i OTHER EQUIPMENT -------'----- RECEPTACLE SYM. SUBSCRIPT AS CONTACTS CONTACTOR, DISCONNECT OR SAFETY CH AS- AMMETER_WATCH H H --yr---- CONTROL RELAY OR ---i NON FUSED UNLESS -ERMASE INDICATED I \\ =1 VS= VOL TMET FR SWATCH SWITCHBOARD INSTRUMENT 'TYPE AS 11405 MED MOTOR STARTER COED ACTS. NORMALLY OPEN A NORMALLY CLOSED 1...,,Y,r, 1 i r [1--' BROAD BAND Fil IER FOR HARMONIC MITIGATION 2DA A(ISE .T POT[ 0 AMP SWITCH SIDE' "0 (...e- /1 ---414 ,,--- ll'4, _ .,_4( PL EX TELEPHONE JACK(UNLESS or HERWISE 5( MN ON ikRAWN(;S) TEL ONE JACK(LIDRESS OTHERIVISE HO ON DRAYMNL3G; , . THERMA7 OVERLOAD RE'AY JUNCTION tOX [NZ-8-1 .1 '' _ -I- /-- [ 125V CIA DUPLEX RECEPTACLE I I i''' 'J METERING 1TyPE AS INDICATED -0C-f- AUXIT IAR Y COTT T ATLI THERMAL OVER DAD ELEMEIN I ({ POWER REACTOR 0 P-I il L BOX TP TERMINAL BOX TITERMO.TAT ..--8-44. ETV Ns -----0 SPECI I PURPOSE RECEIPT AILL -F7'S DE INF,D ON DITAWINGS) 1-7-1 NONTMOTOR 1 OAD WITH X-NTT OF PEASES LLSW EW OR AMPERES RATING CM CONDUIT AG OR CIRCUIT NUMBER ) 1.. 111 .11=71 PLUG RECEPTACLE STRIP I ITEA DUTY FLECEPTAOLE co ICI Lo o {(S- A AUXILIAF{Y OR CONTROL DEVICE CON NOL STATION SHOWN) t ''F ( ."/[ .' PUSH TO TEST INDICATING LIGHT X INIXTIA'T FS I F NS/11/1 OR [C LENS COL ORS -t341- METAL OXIDE VAPLIT,TER C73 AUXII TAR OR CONTROL Pi:VILLE ...' [8). o ( THE D D'JTY TARPLEx LIT ' TttFERENCE ONLY rg ,i, , i R•RED Y•Fl-LI OW Lo , VARIFLEL F FEE 1251405 DRIVE FUSE.EILDIEBITOCX AND CONTROL T A ION NT P I ,..., . DISCONNECT OR SAFETY SWITCH B G-BLUE GREEN { W- A-A.MBER BOWN iTFUSE INDICATOR SOLENOID 0 I." ' . o ACT ET.SU 3TCRIPTS ST APPROVED WITH,THIS PERAT c,,,,- ...R0,,,,,,,,,CIRCUIT INTERRUPTER RECEPTACLE IT. ril NON-II USED UNLESS OTHERWISE 0 INSTRUMENTATITI INF= WEATHERPROOF RECEPTACLE INDICATED _ _ SING(F CIRCUIT PUSHBUTTONS NORMALLY OPEN A NORMATI F XE- EXPLOSIONPROOF RECEPT ACLE c7 CLOSED SEAL OFF' FS FT QIN SW TC) I - CONTROL PANEL SUPPLIED II HEATER E = [A{OTHER EULTIPIXENT [1'1) IT -INOICATION LIGHT FT SELECTOR SLVI I;.:Ii ILLS -LEVE; FETCHSGENERAL NOTES SE PERAny rgAinfEJ)COMSINA NON MOTOR ----)-C-R-0- i3AER7T SHOWN; PIT PITSITTILTI TON S I A I ION TO-T.,. Ito IK 1 - i HEATING ELEMENT ---t- . STARTER OR OONTROi LITT IT/L ELECTRICAL. PE PNEUMATIC ELECTRIC STATION o OX ONE LINE DIAGRAM OF SCHEDUI F FON ps PRESSURE S IAM!GI' ; THIS IS A DA/ADAM)ELECTRICAL.SYMBOL G SHEET ia o OA DESCRIPTION SC -SPEED CONTROL DEVETF. LI LuSTRATION 01 SYMBEK DOES NOT IMPLY ALL 0- -41 ;if; DARE NC:EXTERNA,_TO CONT RCM_PANEL , ,::: ,;,; /I- PROGRAMMAV t:1,,IN I ficIl I ER ? ' Y s, ,SPEED PEED INDTCATOR ss -SSWITCH SYMPTCL S HAVE SEEN FOUNTUSiRS PROJECT +3N0 0--1 INPUT[AUTO'STATUS ...:'' 2 EMPTY CONDUITS SHALT GE PROVIOLD WA TH PULL ROPE ARE BE (1 At[[:3 [ INDICA TED, TRANSFORMER%MTH PRIMARY VOLTAGE St -SEAT I EAK CAPPED OR PLIJGGED I 0 PREVENT WATER ENTRY 2° I I AND SECONDARY VOITAGE AS NOT ED HS Sit." STILL n-:/I'S,,i1 On w .,,,,,•,....k.._--L SELECTOR SWATCH 3 LTC-TILTING&RfICEPIAC[LE CIRCUIT CONDUITS IT ONDUCTORS ARE I . TE -TEMPERATURE ELEMENT NOT SHOWN ON DRAWINGS CONTRACTOR TO PROVIDE AND INS'At L fi! I , .'-' -. PROGRAMMABLE CONTROLLER TO TACHOMETER GENERATOR TS TEMPE ITATURE SWITGH LIGHTING A.RECEPTACLE CONDUITS AND C,LONDUCTIORS REQUIRED ..:IO TO OPERATE CIRCUITS ....0,, ALI# MOTOR CONTROLLER TERMINAL 0 1 [77-078+ OUTPUT DRUN COMMAND 0 INTERNAL CONNECTION XS ZS -LIMIT SWITCH L P,TN INDICATED) XT POSITION TRANSMITTER u PADA,. g FIELD DEVICE TERMINAL dr-FT% CY'42'fINE- I 02 _ ............ - , . °- PRN JUEEH ,..f?.:. JULY 2017 — _ S.EE c 1III Al 31 .,..-+I. 77 .J., IMIIIIIIIIMMIN DURHAM AWVVTP ELECTRICAL Cre*4' / 'orRE. ,,,-, .,li ,,,,,,EEH 741,F E001 SODIUM HYPOCHLORITE & LEGENDS,SYMBOLS, - , 4lvYL-- -f P'' CleanWaSzr-i-Servkes E001 CAUSTIC IMPROVEMENTS ABBREVIATIONS AND r... I ' _ :At',,,,#1376013.66-E001.dwg THIS BAR IS ONE INCH WHEN DRAWING IS FULL SCALE. _...... - Our commitment is dam Kennedy/Jenks Consultantsc - lumens SITE- DCTEDLBOR 1 C-9- SLS sCh.E ___-. CW's 6823 DESCRIPTION 2559 SW Hillotroco Hwy. HATAvaro Orosjon 9712{3)93T9 421 SW 4TH AVE SUITE IMO PORTLAND OR 97204 GENERAL NOTES o0 REV r DATE DWI APPC, vow NOTES: ��"I 111 '''---. LOCATION ON O ( 1 EXCESS FLOW PUMPS.SEE SHE1-: O LOCATION OF E c., OR METERING 't �2 LOCATION OF(E)HYPOCHL L€TE } :''' PUMPS.SEE SHEET E202. yj (I) LOCATION OF(N)EFFLUENT DISINFECTION HYPO PUMPS AND REUSE DISINFECTION z , HYPO PUMPS.SEE SHEET E202. tiF 4 LOCATION (E)POWER PANEL PPf{J29. SEE SHEET E201 yp eVl4p�Y0��5 M ELECTRICAL ROOM IN THE F0 DILTER AR3EA SEE THE1 IN — SHEET E203 ID , I 'd MAIN DRY POLYMER ROOM SEEHYPOCHLORITE PUMPSIN ,h NTRA LOCATION OF(N) SHEET E303. ra•� EEXiT N is. — T ---•: -= � �_.. 85TH —— � ION O )CAUSTIC PUMPS SEE SHEET r S�Y AVENUE F IN) 7 T �< \� O(NOGO LIGHTS HORN. ._� , AND SILENCER !�` j LOCATION OF tN)G m r .' SRF -,� � „•.._° PRIMARY LOCATION OF(N)CHLORINE GAS DETECTOR. r e � � " CLARIFIER � PRIMARY / nc �2y p• NO.3 CLARIFIER Pf21MARY, v LOCATION OF(N)HYDROGEN SULFIDE CFS 9� +.'. NU,4 EFFLUENT jeS +�c DETECTOR - u'' CLARIFIER XCESS FL 0 LOCATION OF(N)SULFURIC ACID METERING DIVERSION if"y PUMP SEE SHEET E304. P PSTA7lON ' r 4% PRIMARY STRUCTURE - SFR _. r ` NO2 ` CLARIFIER O� qr CHEMICAL P- &I /Oy BUILDING 1�' f Nd !b 1 f p' �,. F1y�Tp<�p SECONDARY Zo4`l�L sw I efii F S CLARIFIER 2 <pi�iy ELECTRIC AERATION AERATION ` �,' ,� yG G.. NO, 1 SIJB FREIGHT ELEVATOR $ASiN BASIN '�; STATION N0-3 ND.4 8000 LBS GLM LIMIT - SECONDARY CLARIFIER RAS I .1' , N0 2 PUMPING STATION d0 CHEMICAL `) SECONDARY SECONDARY -- C.IARIFIER �\ /�'l CLARIFlEh CLARIFIER N0.1 , - NO.3 __ NO..4 40 —0 I $ tU G4 CHEMICAL __ _... - L �ilr- 4 CLARIFIER CHF L fC7S c' � � NO.2 C(.ARIFIF `VJ rD9p " NO,3 I s- - ,- coys"s U kY ti �' SD / �j .-- ` SURGE BASIN RD 0 E \-0rii'' SITE PLAN I 4 O FILTER ` C '10 210 n _. BASIN .._no 0 tSURGE BASIN p t' NO.1 5 i 0 0 ZI I n 0 Y N QS �p �4 p y Jl o-. A 'S� t a DIN JL/EEH ;x; JULY 2017 c:x�-, N -' EEw • E002 DURHAM AWINTP ELECTRICAL s E6.6(8n017 s1_,AEGOoI�e THIS BAR IS ONE INCH SODIUM HYPOCHLORITE & ;' vo EcoN Services SITE FLAN E002 °a CAUSTIC IMPROVEMENTS L.% N crtK SLS � •7376013.66-E002.dwg WHEN DRAWING IS FULL Oen�.�� nl�_ n.,> NA �.v.e SCALE �. Kennedy/Jenks Consultants< 6823 I! �� t l�trola) 0o arr SLS ,-,1 t.At! 1)1,74 .491,-. DES,V1P1'0.:— 2559 SW Hillsboro HNy. HOsboro,Oteymj 97423,5379 421 SW ETH AVE,Sill TE 1900.PORI LAND OR 97244 pfi(1 r Eu.,,TAW" I 344'UQUID-TIGHT FLEXIBLE II 1111 FOR FIXTURE INFORMATION SEE LUMINAIRE SCHEDULE ill CONDUIT&CONNECTORS TO FIELD INSTRUMENT.TYP. PVC COATED CAST TYPE EYS -- METAL CANOPY NOTE: / is SEALING FITTING FOR HORIZONTAL r INSTALLATION IF REQUIRED FIXTURE WIRE THROUGH POLE TO / / I ...„ i ' HANGER. --- .-- JACK CHAIN,SIZE CHAIN TO VIBRATION DAMPENER. iss( 01 LUMINAIRE TO BE RATED FOR 150W. / I I / 1' ' i ' PVC COATED FS/F0 TYPE CAST DEVICE BOX&COVER. .----- STORAGETANK ---- SUPPORT FOUR TIMES THE / / / --- STAINLESS STEEL CONDUIT _- WEIGHT OF LUMINAIRE I 's SUPPORT CHANNEL&CLAMP. I POWERED BY. ____ SUSPENSION BAR ,s 114-EYE-BOLT • , ' AT LUMINAIRE 36"OF SLACK POWER CONDUCTORS AT . , . , , . , - GALVANIZED RIGID STEEUPVC !!„,,I / iss ,f/L/ , • I COATED CONDUIT. FED BY PANEL _ 4'ROUND POLE.FOR , BASE OF POLE,PROTECT WITH PLASTIC r FIXTURE INFORMATION SEE , COVERING UNTIL POLE INSTALLATION I CIRCUIT# LUMINAIRE SCHEDULE - PLUG CONDUITS TO PREVENT WATER ! I 1s ',s , COLLECTING IN CONDUITS. ---- GALVANIZED RIGID STEEL/PVC- "- LUMINAIRE 1 i s COATED LB CONDUIT FITTING. RECEPTACLE WITH ' ,--- CONNECT GROUND WIRE TO .1 I WEATHERPROOF IN-USE COVER GROUNDING LUG OF POLE Al HAND I 1 NOTE: I WHERE INDICATED ON ANS. --L HOLE. 11 ..,- GALVANIZED RIGID STEEL/PVC REFER TO ELEC SHEETS FOR POWER SOURCE I -- BASE COVER - COATED CONDUIT I I CHAIN HUNG LUMINAIRE METALLIC SHRINKAGE RESISTANT GROUT. , , , I ! (Th TYPICAL NAMEPLATE (2Th MOUNTING DETAIL POOOULEBLPELUNMUBTTOR LEVELING MAKE ! IR ,, se- I , [i 1 r ..7:FE', ,i ------- 1. 45'TOOLED EDGE t3)/43o REINFORCING , .. _..., kr I .CALE NOT 10 Sf,;ALE SCALE NOT TO SCALE STEEL HOOPS WITHIN TOPS' I 1 ,- COMPACTED FINISHED GRADE '4'1 1 1.I-:s 18'DIAMETER CONCRETE 1.., 4 MOUNT TO STORAGE TANK.._..._1. 1 s EXTERIOR WALL PER TANK STEEL REINFORCING BAR ' I :1 s,- CONDUIT S : MANUFACTURER I CAGE,6415 VERTICAL E.-'-----f : ! ' 1 BARS WITH ED HORIZONTAL HOOPS ON 12'CENTERS TIED TO VERTICAL BARS --- ' 1, 1 1 4 .D 1 , 1 ,: - GALVANIZED RIGID STEEUPVC s ,' d 1-' 'l`-4 COATED LB CONDUIT FITTING GALVANIZED STEi s , (_,•1 -- CAST IN-PLACE SEALING FITTING FOR VERTICAL , EL Eti CONCRETE BASE OR , PVC COATED CAST TYPE EYS I . . . ' . ANCHOR BOLTS SUPPLIED , , '; 'L 11 i: ,r' . WITH POLE,INSI ALL,POLE : , ----- PER MANUFACT LIRE N'S s FABRICATED PRE-CAST 1 INSTAL , i ' . - - LATION AS REQUIRED GALVANIZED RIGID STEEL/PVC. INSTRUCTIONS -4 I 24 ' '!" .,--- ).-.o.--4-,-7 i'•" ' 1- -4- 1 1 1-%-'- COATED CONDUIT -45..". ....-.---"E •.• •----'-• - II . . 1 1E2"FIBERGLASS POLE MOUNTED . CONDUIT STUB-OUT TO • INSULATION rS \ FIXTURE MOUNTING DETAIL (71--. EXTERIOR TANK INSTALLATION DETAIL Lisk .01;01.11) ALUMINUM INSULATION TAPE (SOLID COVER THROUGHOUT I SHOWER PIPE -•"(711.P '--HEAT TRACE CABLE HEAT TRACE LENGTHS SOWF NOT TO SOW SCALE Na'TO SCALE CHAMFER EDGES 3116"STEEL s' --"-- 62 (7: I FIBERGLASS TAPE - (12"0 C i 1: i - ALL AROUND PLATE MIN SIZE TO SUIT s i- ALTERNATIVE DESIGN FOR MOUNTING DISCONNECT SVVITCHES STARTERS ETC HEAT TRACE INSTALLATION , ,in,„ _.1,,1., -FINISHED GRADE : OR MORE THAN ONE ITEM OF EQUIPMENT AT THE ., FOR CONTROL STATION , I. I -?, • '1—1 SAME LOCATION -,,.L .1 ROUND OFF CORNERS(TYPS , o - ::I d - 1 - I-:'-' -e 6-x7/16"DIA GALV ,I ° 1/4.....I .1_J' L -s ANCHOR BOLTS(PEP 4) , CONTROL ! r ' STATION (3 - 1 4a5 4 CHANNEL 1 1+27 FIBERGLASS INSULATION COVERED WITH 1 :1 .1- :' '.4-11 2,04 REBAR CROSS 'O- , s AN ALUMINUM JACKET,SMOOTH FINISH. 1 "Lo i •' _,:,( -s EACH OTHER AT (A .-- CONDUIT I , SECURED WINO'WIDE ALUMINUM BANDS. 1L'' o . 90 DEGREES - CONDITIONED EDGES FOR SAFE HANDLING 1E --CLIPS TO MATCH BANDINGS AT TS AND 10' a 14"CONCRETE BASE --.--- CLAMP o (PROVIDE BASE FOR STAND -1-i •- ELBOWS PREFORMED COVERS OF 0 024' 1'(TYP) -- ' NOT ON CONCRETE SLAB) 4.I "--- 1 6"x3-.11-2'x1(2' PLATE (s% THICK.1100 ALLOY ALUMINUM COATED INSIDE - :1',"P,1 114` .-- ••• . 1 1/2 . . ''"' ' 1 I 3 NOTE GROUT AF TER LEVELING Q. . . . .... . . _ . . -- . ,.. „ HOT DIP GALV STAND AFTER FABRICATION , 1 4 1,.4 tx... _1-'' _... . „ , . DRILLING AND WELDING. ALL MOUNTING • • I t 4111 HARDWARE SHALL BE GALV STEEL LEVELING NUT(TYP 4( .,,,- . i ' ,., -4 ' COUPLING- L' v. . ...'''- CONCRETE SLAB !Q 3"/(7,1640 CAPSULE - FIT/LI WITH NUT& , FRONT VIEW SIDE VIEW I .!., SPRINKLER PIPE INSULATION FIELD MOUNTED CONTROL WASHER(TYP 41 " MATERIALS OF CONSTRUCTION ii ' 316 SS FOR ALL CAUSTIC INSTALLATIONS .E a HASTELLOY C FOR ALL HYPO AND SULFURIC ACID INSTALLATIONS F HEAT TRACE INSTALLATION . LOCAL CONTROL STATION I t; (-5-\ AND INSULATION DETAILS (-6 CONCRETE PAD DETAIL ri EQUIPMENT MOUNTING STAND 1 SCALE NOT TO t;CALE SCA LE NOT TO SCALE SCALE NOT TO-SCALE olTI U a• C,R,-,JUE EH ', !',1 JULY 2017 I _ — — _ _ F),..121- SHH-."WIT - .:,-VE.- . :::OR‘';E:04: 4 z , ul, IIMOMMIMI DURHAM A1NVVTP ELECTRICAL iN 13..,'EEH £003 — SODIUM HYPOCHLORITE & ..7.; 8/8/2017 ! THIS BAR IS ONE INCH CleallAVA;r4rSerViCeS DETAILS CAUSTIC IMPROVEMENTS s,,,,,SL S I,.., r, --sLs ::-.0",-E.1376013 66-E003.awil .... SCA.I. WHEN DRAWING IS FULL SCALE P•r.-r DATE -.--- CAN in,G9 DE SCRIPT 1,,, —___ Kennedy/Jenks Consultants, 2,1/450 SW Hillsbaro0wHwy""".imatHfsb."elosalOregn-,97123-9779 421 SO/fiTH AVE SUITE 1C00.PORTLAND OR 97204 / NA 1.'''. 6432.3 1.12`.1,• ,17%CATE ers[scEnit I ENLA,.) Anom• I I (E)HYPO NOTES: KEY NOTES: I EXISTING PIPING AND APPURTENANCES NOT SHOWN -I1) DEMO EXISTING EXCESS FLOW PUMPS 12P30301 AND 12P30302INCLUDING THE SUCTION, - .,/ I " 1 FOR CLARITY DISCHARGE VALVES INSTRUMENTS, LOCAL CONTROL STATION AND CONDUCTORS. j 1 NEW POWER,CONTROL AND SIGNAL CONDUCTORS TO BE INSTALLED AND CONNECTED ' I SEE SHEET E504. DO NOT DEMO EXISTING CONDUIT AS IT WILL BE REUSED. I I f "%' '� MP STAN USE EXISTING 01° e %2) INSTALL NEW 810P5301 AND 810P5302 ON EXISTING PUMP D.U }{ "�//r '�/" CONDUIT AND UNISTRUT FOR NEW LOCAL CONTROL STATION. ,0011,:ct /7.,,, d.0.1.#,11°114r,- t 1,2P3030* 1 1'2P30302 I Fr yr E ,.. � 1 I e / �f I r C a { i - - CHEMICAL BUILDING N DEMOLITION PLAN I (E) PANEL SCHEDULE (DEMO) f J . T.r I- ._ .. TO PC-8 TO PLC-8 SCALE NOT TO SCALE 'C-810P5301-LCS, S-810P5301 LCS; TO PP-12009 P-810P5301-LCS: L -1810PCV5301 (E)HYPO 1 I S10PSH " �\5301 rr (N)EXCESS FLOW 0 —A-111 810P5301 L rn CALIBRATION }t HYPO PUMP1 3 �,I 9 EXc .SPT OW HYPO PUMP, :31 OP5301 5.0 15,1 SPARE I COLUMN �} D .. .--. ,•_ F 11 k-XCEas FLOW HYPO PUMP 92 810PS30I 0.f1 1511 ... -.. p0 I ' 13 HEAT'APE EYEWASH .4 0 SPARE w UNISTRUT 15 12 .. y, c RACK co mI 0 810PI 812P1E)PUMP m „^, .5301 ` 5302 CALIBRATION STAND ` i COLUMN(TYP) 0 810P511 �:' I STOPSH .5303 UNISTRUI _ -5301 ..- RACK(TYP)111 f_c --- CALIBRATION f ---- _- D I --:.-.1 TAP(TYR) —r __! ,.. a 810P5301-LCS- �® V L -,;— ':810P5302-LCS O (N)EXCESS FLOW ;N)EXCESS FLOW IIYPO PUMP 1 HYPO PUMP: LOCAL CONTROL ._. STATION(TYPI .... F,,, 1810P5'09'.. -810P53fl2' ., ,s d t CHEMICAL BUILDING N It'. REPLACEMENT PLAN '' REPLACEMENT SECTION o (E) PANEL SCHEDULE (REVISED) v SCALE:NOT TO SCALE Nrw9 ;, l - Ia _ SODIUM_� 8/8(2017 A 017 o,k ,, it)1 ces iv Z*,cN EEH s E100 ��..— _... _.._.- - Cloan THIS BAR IS ONE INCH 913'9 Kennedy/Jenks Consultants. REPLACEMENTSCHEDULES .. ss23 ST�uF Iry SLS Sc,-,,,_-=1371013.65 E100.dvrn WHEN DRAWING IS FULLSCAL _..___ Oar re>•milmaat iaF a11,�aarXe"s3TA4 OA.E, 310'9122118 21,d I V. Ac4 b.SLS SCALE W.,• unn-'' APPD DE,4, �yN 2550 SW H,ISb rt Hwy. 1511915090 O,PJcr.9(123 03 9 421 SW 61 II AVL SUITE 1400,PORTLAND OR 91204 SECTION AND IKEY NOTES: I z (E)POWER PANEL PP-12009 IS SHOWN FOR LOCATION REFERENCE ONLY 2/(E)MCC IS LOCATED ON THE SECOND FLOOR AND IS SHOWN FOR I PROXIMITY. 3`EXCESS FLOW PUMPS ARE LOCATED ON FIRST FLOOR AND ARE SHOWN I / C FOR PROXIMITY ( (E)MC-12002 (E)MCC-12001 EXCESS FLOW I , PJMP1 810P5301 ,.., . / —[810VVHTR4201 SEE SHEET E102 I I EXCESS FLOW PUMP 2 , I 810P5302 tXFMR-I2018 '1 PI3-12009 BELOW) I I I I I co .-c:s 111 iS O .... IE C.0 •.., 0 0 .__ I I 0 "ii. 0 To I 11:23 tbs-, C r . 0 0 Fr 9 N, O rn qs,S1NE, „ oP 1, , I 2. - - 4.:, 910W a- DR.JUEEH ''''71, JULY 2017 PR',.1%ME ,if Er 1,1, SHVE- 36 7./F 77 -,,,, . co, 101.11111.11111101 , , ,....._ ___ _ )' DURHAM AVVVVTP ELECTRICAL .............,......._ r' EEH ,,,,* E101 , 'MIS BAR IS ONE INCH SODIUM HYPOCHLORITE & EAMT C3earIMUer'4 -Servizes CHEMICAL BUILDING ......_ CAUSTIC IMPROVEMENTS E 1 0 1 r.- ii; 'OTT SES I .,_ 4-","0,SLS ..-,1,1.e.1376013 66-E101 dwg LCA.,F• WHEN ORAVVING IS FULL SCALE - . Our eownssittaisst is thy Kennedy/Jenks Consultants. ELECTRICAL PLAN 7 0:SerGrt .1,,,, Itxxodi arz *IC:vs.] To stE.s WI DA, 4PFT., DP",CRIP TIEN 2550 SIN lidIsboto Et‘sy 1155trato Olsgon 07123 0379 471 SW 611i AVE SUITE 10110 PORTLAND OR 57204 0'1" 6823 ii,J i 01 E.M.F 5 1-AW NOTES: .:., ,,;: ;;I �w: w ,.• ",,.V,.TztA,�''e-s 1"e4-N 0u ;.°twse.'", . `'" 16 *.."4. r: ,,. 3i:. 1 ',_"t°7`."^:; a ' s KEY� �� 0 NOT USEDIt . C) FIELD TO VERIFY LOCATION OF HEAT TAPE CONNECTION BOX. POWER CONNECTION KIT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS AND ORIENT END SEALS TO ALLOW POWER INDICATION TO BE VISIBLE IN THE FIELD.SEE SPECIFICATION I , o y 15050 FOR HEAT TRACE REQUIREMENTS. ii <. a c O3 FIELD TO INSTALL NAMEPLATE AT WATER HEATER WITH zx .,.� POWER SOURCE DETAIL REFER TO DETAIL 1 ON SHEET E003ftI Aitie . 44 BISULFITE It POLYMER ROOM ROOM 0 4 f 4 EXCESS FLOW ', / C-810FS4201 j PUMP 1 I TO PLC-8 4 STROBE 810Y1a208 _ Ny� 1$10P53011 y c:-.,-, ro u 810FS 4 Qj a4-444,2074) r~ EXCESS FLOW _---«'O ro STROBE 810YL4201 `� - f cTo1 P os"7 CHEMICAL 'PUMP 2 i I - - 810P5302 STORAGE (N)HOT WATER 810 S _ ,_ HYPO HEATER 4201 t r4 ROOM 2 0 I L10WHTR4201 i- .=.a__ __ @ STROBE 810Y14207 / P-810HTR4201 / - W TO MCC 10002 OFS • 4207 w vi " E102 (N)HEAT TAPE O CONNECTION BOX P-810TJB4201 e' r-_C-810F84207 f 8 i o� c TO PP-12009 T�' �; , TO PLC-8 ., * STROBE 810YL4206 PARTIAL : ALUM FEED ROOM ,— UPDATED EMERGENCY -STROBE "�� ?; 4206 SINGLE LINE DIAGRAM EYEWASH AND 810YL4202 x c�, , ' SCALE.NOT TO SCALE I SHOWER(TYP). c r,c. .� --w+.,s `:a•';'.., , . ,ka.., :' .. .. .a . . *^."',fir„ 5 1. ,.:rr . - «�4` ,. a�� .. w'd' ..,,.zv.. _.�. .,as1,� e. _ _ d 4-i;^ `�'.' 40 .91 8202 " a^4L5,_..., ` �° $10FS $10S C$10FS4206 / # Z C 810FS4202 f 84 4204 4r TO PLC-8 TO PLC-8 / C-810FS4203 /------- TO PLC-8 / C-810FS4205 : (N)HOT G810FS4204 / STROBE 810YL4204 TO PLO-8 STROBE 810YL4205 HEATER ISTROBE€€810YL4203 TO PLC 8 6R4201 .:`' ,, K; "^': ;,'. '.�^.; .;?";'i- .� w,Vi n... L.,.,moi .. '*r ,..,�,i _ x `Vi;„:^" ,>..u=`; .•.,,,- _ I c5 ,,,, '-* ---: °� s' � LIME E � W, ,;�L.-1: I ro LAB _ BEAKERS ` H `~M' s %I o ELEV ' 1 ' § z ij � g _ I I LIME SLURRY TRENCH SECTION A SCALE. 1R -1-0' 2 I 5 ( GROUND FLOOR PLAN e $ 0 5 10 Z . = 1N UI rt PAW NAME sr+FErlme — sr t 37 of 77 owc• t '-- n +JL/EEH bA1E JULY 2017 DURHAM AWWTP ELECTRICAL • °�EEH ° *E102 THIS BAR IS ONE INCH C�SnVVate �`' ices SODIUM HYPOCHLORITE& EXIST CHEMICAL BUILDING DAM PLOT "" Dt7 E 102 / .s:f �\ L�.7ii1 CAUSTIC IMPROVEMENTS I o cex SLS �FILE s1378013.66,E142dwg WHEN DRAWING IS FULL Ike+ NA Q SCALE. Our rstsex Kennedy/Jenks Consukarrtso IMPROVEMENTS PLAN, k0*0x/a/mn I AP.°SLS SCAM rrEv DATE O, Avco ®escasPrON 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 421 SW STN AVE,SURE 1000,PORTLAND OR 97204 SECTION AND DIAGRAM aFc`T"o,.- 6823 ENGR UAW, I , HYPO POWER PANEL 600PP5301 , [-- , 1 20$ 1120 VOLTS,THREE PHASE.4 WIRE I BUS 225A 1 AIC: 10kA MAIN:150A MOUNTING:SURFACE . , I ! cwr.NO1 . DESCRIPTION -7- I .,.. I i !TRIP AMPS/' CRT,NO. 1 DESCRIPTION 7- KVA CONNECTEDI ' . E ,TRIP AMPS/ . _ CONNECTED KVA T 1 A 1 B C , POLES i 1 . A B C ' POLES • —i EFFLUENT DISINFECTION HYPO PUMP 01 1 1 I . 1 000P5301 4_4441_, 1 I ' 70A1 I 2 'CHLORINE SENSOR 600AIT.5301 1 25A 111 ;3 EFFLUENT D 175 EFFLUENT DISINFECTION HYPO PUMP 03 600P5303 DISINFECTION HYPO PUMP 42 600P5352 ' : , Ell LUENT DISINF EC1 ION HYPO PUMP 04 60GPS304 1 1 t 20A,'I ,4 2GA e 1 6 20A;I 18 H25 SENSOR 600AIT8601 1 SPARE ___.4 SPARE ? * 1 . t , 254)1 ' 20A 1 i 4, 704,1 F4.19 ,REUSE DISINFEC HON PUMP At 600P5.304 1 1 nat 1 10 I SPARE I . [11 REUSE DISINFECTION PUMP 82 600P6306 I.- , . 20A i 1 12 16 I SPARE I 15 SPACE I , 1 .1- I ISA e 1 13 SPACE 14 SPACE i SPACE I / 1 7,- . 4 , • . 95SVV9001 17 SPACE I 1 1 ta SPACE .. , 70A.3 POLE,MANUAL 19 SPACE I . 1 ;20 1 SPACE 1 . ' TRANSFER SWITCH I 21 23 SPACE 1 ! I i i .22 24 I SPACE SPACE ,SPAACE 1 I 1 4 25 SPACE ,26 i SPACE . 95XFMR9005 27 I SPACE . 28 I SPACE 1--- ---i , I/ 31 33 r I SPACE SPACE I - i . 3230 SPACE 480/120-208V 34 , ,SPACE E SPACE , - 45KVA 25 .„,,,,Fli• , , r , ELECTRICAL ROOM -7.- 35 SPACE36 I ,SPACE. l. i 37 SPACE 1 ,38 SPACE MI 19550DAIS900i 39 SPACE I 40 SPACE . , . ; I 1 41 . i SPACE I 1 . :42 ,SPACE. - . , 43 ;SPACE 1 44 SPACE __... _ ,_ ,_ _ _ 1 46SpACE' - '46 'SPACE . I . _ . . . I 147 1 51 SPACE . 1 . ,48 . 52 SPACE I ; , 1 III 600PP301 49 SPACE -I 50 SPACE HYPO POWER PANEL ,SPACE I SPACE . , 53 :SPACE :1 I 54 SPACE , , , TITRATION STATION 55 'SPACE ,_ I 57 59 'SPACE SPACE 1PHASE SUBTOTALS(KVA). t 1 1 0-"C - 1 G 0 1 0.0 58 60 i SPARE SPARE 4' , 00 , 0 0! 00 PARTIAL SINGLE LINE DIAGRAMS SCALE NOT TO SCALE , .. __..... PHASE TOTALS(KVA) . 0.13 0,0 .0.04 I 1 TOTAL KVA, TOTAL AMPERES' i 0.0 g KVA • 0 A C."-1"--\\ (N) PANEL SCHEDULE ISCALE NOT TO SCALE I F cv U.I ,..., tO A104 g 1 0 .o E KEY NOTES: .2 ct u.: I CI' 0 FIELD TO INSTALL NAMEPLATE Al WATER r- -1< 1 - HEATER WITH POWER SOURCE DETAIL § U.I Ili . 'I REFER TO DETAIL ON SHEET E003 S. I rt,,ci PT P.,cc 9 Go< ,-,; Ei. 5 F- m I PARTIAL I1-:6‘ rif\s SINGLE LINE DIAGRAM 9 (-2-7. (E) PANEL SCHEDULE SCALE NOT TO SCALE f.y'l SCALE NOT TO SCALE ,,,,vz,PRAI:$ : c 6 JuEEH '.•••=, JULY 2017 - - _ PRO:NAME OLE?11LE _MU 38 ,.4 77 -R,,,..* ____ ........... ........._ ,... , ..., -- DURHAM AWWTP ELECTRICAL ',.'9,EEH D'14,-0' E200 ._ -- SODIUM HYPOCHLORITE& ;,,°4 8/8/2017 /' ,',.•,1cRECON_, .,_ THIS BAR IS ONE INCH C3eanWab!rirServices LIQUIDS TUNNEL SINGLE ,...41),10 Dr,8. ,1 CAUSTIC IMPROVEMENTS E200 / .6.fy,,,...0,-(,-'," r--- SLS 2 AP-,SLS ',,,,,'...f[LE#1376013.66-E200.cfwg SCALE WHEN DRAVVING IS FULL SCALE —-- ._ -- Our tosoititoset II den Kennedy/Jenks Consultants,. LINE DIAGRAM AND POWER ,,,,... NA PPIMIIN 04,E C4i30/2018 I 5040 CAR DAN AM) ..XSCRATIGE. 2"552SA,'HAsboto Hrey Hdloboro Oregon S7123-91.'9 421 S,A`ET El AVE SUITE 1500 PORTLAND OR 97.2o4 PANEL SCHEDULES ,,,, . 6823 I I I - zz--ESLEEECFTRILTICEARLAPRLAEAN,'„, --- E203/I I / ..? SECONDARY CHEMICAL CLARIFIER NO 3 i/ / CLARIFIER NO 2 / I . r iviCa"Ltioiti PP-6024 CHEMICAL CLARIFIER NO.2 I 1 1 ' f (N)600AI T5301-LC S& ' 600AIT8601-LCS 7 ICCABLE TRAY I SECONDARY CLARIFIER NO.1 .....J.-- `,..) ''/ o , .. (Ni GO/NOGO ' 2 LIGHTS.SEE , .' ..,..., ,4- ......7 `., 1013 '------FISH TANK , -x. / (N)GO/NOGO LIGHTS - - 1 0 \ 1013 CHEMICAL CLARIFIER NO 1 I ..7 . 0 / I s- - - SEE LIQUIDS TUNNEL PLANS .1 co 4- AND SECTION ON E202 E202 -t... •---._. c4..." 1 ,..4‘• 0 0 II 1 w L6 w F 1, w ,-- .17.- e a a Ik, € n N O LIQUIDS TUNNEL PLAN -zi 2 A* 3 12: 40 50 I 2 1,4, F 0 I I e ?A' 0 ppo, o I , : - _ ,.,5,-- . 9'2,r - .,,,,,JUEEH .:.:7 JULY 2017 PRC.,WNW ^HEE",Tin., ,,<-6 1-: 39 QR 77 DURHAM AVVVVTP ELECTRICAL -5- ‘,,eRtc'eN ,,,,, ,N oc"EEFI Eve,° E201 SODIUM HYPOCHLORITE& .F.,..;o: 818/2017 , o ! THIS BAR IS ONE INCH CleanWAffirSeivices LIQUIDS TUNNEL PLAN 4 r s°2 '''. 4- CAUSTIC IMPROVEMENTS E201 -E, ,,,,SLS I ''!?. APPD SLS ,--..7,,,,,.1376013 66-E201 dwg 5:CALE WHEN DRAWING IS FULL SCALE Ow colamitaiset is chat Kennedy/Jenks Consultants, • NA 6823 IDYANICt+XIN/D/Zt) I c0 F*,/II WO [INN APPD SI,F-SCRt,Ky., 2550 SW H.Ilsbero Hwy KINDoro.Oregon 97123,9379 421 SW 6TH AVE SUITE 1000 PORTLAND OR 97204 PP 7., ENG?.57AWR I /0-654:1553a-LdS-7, (E) I , ri,ii7 (E)CABLE TRAY ---" / /s-600P5303-LCS --) CEILING i I , ---7 I zio-pooPs3o37Lc§ t HYPO HYPO ,----, k.,a (E)LIGHT \ I ) I 600E-CV DAY TANK 2 DAY TANK I 600FCV FIXTURE 5301)-_,. [60015302 '60075301 1 5302) CI ON WALL- } 1 , { , , 1 CONDUIT TYPICAL ____-----o 60CILSHH 6001 IT 600LSH1-1 ®I .. ,------ 600LIT 1 5301 . I FOR 6 PUMPS 1.7 I I / c167-N3Te\753(31 i - -,„.----- ,,- 1'21 „ l',„5302) lo5302 I I.„5301 ' , TO 600TJB 5301 600FCV --- 1\53021 / "-- _ TO 600TJB5301 i HYPO POWER PANEL - 7 7C-600L§HH5301, HYPO DAY TANK 2 -- - CI:600P5306-LCS , _ _in 1 / C-600FCV5302 , TO 6001-J135301 C-7-613111_SH5301 ,..5301 . TO 600TJB5302 S-P001-.1.15391 _ TO 600TJB5302 [oir 1 TERMINAL JUNCTION BOX(ANALOG) 6001385302 - -- - — — ---/ S-600LIT5302_ , ,__ TO 600TJB5301 ---- -----------3 ' , 600P5303-LCSI---- EFFLUENT ,,'C-600LSHH5302/ TO 600TJB5301 TERMINAL JUNCTION BOX(DIGITAL) --- 600TJ1353011 - - EFFLUENT EFFLUENT HYPO PUMP 1 600P53041 -_ _, 600AIT 6004 DISINFECTION DISINFECTION I-.5301 ,1„5301 / HYPO PUMP#1 HYPO PUMP I{M REUSE DISINFECTION I 600P53051; - (-) 0 0 600A1T 600AE 600P5306-LCS-I- -600P5301 L600,P5304 ,8601,1 8601 ,' HYPO PUMPS (TYP 3) (TYP 2) l'I4 -CD TO 600TJB5302 rA\'' LIQUIDS TUNNEL SECTION _ I „..„ z 63 600P5306[ 6013PS-H 600-PSB- 60-0PS-1.1 •------. ' S-600A1113601 5306 5305/' 5304 / '4) , TO 600TJB5302 Is 2 4 ,_....,.....s.. ._ 300,1-6' ( S-600AIT5301 w /-• - STROBE I O < .-- z O 600YL4201' -(E)EMERGENCY 600PSH . _ . _ 600PSH 600PSH 6. u. Z (75 - TO(E)POWER PANEL PP-6024(SEE SHEET E100) 0 - - ,- EYEWASH AND ,,5303,' I 5302 ' ' 5301 / < W -600FS '- _ • _ ., (0 / SHOWER ' I-- SEE SHEET M200 c7 , 4201 , ,' 0 [6,0P5303 Vlat Q91 CO 1-- I I 0 ' 1 i z 0 O ,- , / , --(E)WALL MOUNTED LIGHTS EFFLUENT 0 /0 K0 w / --DEMO(E.)CONDUIT .../ TO REMAIN(TYP OF 21 1 DISINFECTION - , 3:1: ' • • / u z''' id Z Ft i , BACK TO SOURCE(TYP) / , _ 1 L 1 k, TO 600TJB5301 C-600FS4201 / TO MCC MCID HYPO PUMPS (TYP 31 600P5302 1--- . ., , .,, , , ' ,. . 2 I c) - TERMINAL JUNCTION ' E.1 u , , - ' / , , / . .4. ,. NOTES: 1, SUSPEND GO/NOGO LIGHTS FROM CEILING BOX(DIGITAL) *k" .. 71)6661/VHTR4201„' 600P5301 I , - _ AT TUNNEL INTERSECTION nolo .... z {x1 • 17) , L_ J ' LIQUIDS TUNNEL HOT WATER HEATER 600TJB5301 ,5, < 3' DEMO EXISTING OVERHEAD CONDUIT FROM 600P5301-1 CS - al / 0 , , THE EAST WALL TO THE WEST WALL WHERE 600WHTR4201 (TYP 3) , '",,/,'_F- ,- 41z• , / E-- / 1111 . TERMINAL JUNCTION MOUNT 1 O WALL Z (.-) THE INSTRUMENTS WILL BE RELOCATED — I 4: . < 0 I-- PULL CABLES BACK TO POVVER SOURCE RELOCATED _ BOX{ANALOG) I ON UNISTRUT Z N-, (E.)FLOWME TER DISCONNECT AND ON/OFF (TYP) ..., w , 6/093361— . / • / / / r • ,- . o EXTEND CONDUIT TO At.ONG THE WALL TO '600TJ65302 5, 0 THE NEW LOCATION OF THE FLOWMETER or CONTROL STATION FOR ACTUATED VALVE - E L u Z DISCONNECT AND ACTUATED VALVE AND -El , ..- Er I ,.., ca , HYPO POWER PANEL ' i'' ,,,,/,, ,iR63.82,1 zz' ' '//' // ,.' 7 z/l. FLOW TRANSMIT TER REPULL AND RELOCATED (El CABLE TRAY 0 , / ,• ,.." .• , ,." • (11) TERMINATE CAB!FS 1-1:1 ... , 00OPP5301 w (E)FLOW 1RANSMITTER 0 (o RELOCATION OF ' ''. MOUNT SENSOR APPROXIMATELY 12"ABOVE ._ I S-GO (E)FLOVVMETER GROUND.MOUNT TRANSMITTER APPROXIMATELY 4 ABOVE GROUND DISCONNECT AND -, 1, S-600A1T5301 ;2 w ACTUATED VALVE - , 7- 3-SILENCER ' 44, FOR CONDUIT/CABLE TAGS SEE SHEETS Ie. ' ' E500 THROUGH E504 BUTTON RELOCATION OF I{ c''''I , I F. (E1 PLOW . ' / / . - , , 5 HELD TO INSTALL A MINIMUM OF 10%SPARE TRANSMITTER TERMINAL BLOCKS SPARE CONDUCTORS ' 600AIT5301-LCS& {E)METERING I 1,2 'C-600A1T5301-PB / , , -- ,C,-600A1T5301-LCS' . ARE ACCOUNTED FOR IN THE CABLE SIZES RELOCATE D 1: m PUMPS TO BE , 0 • '4C-600A118601-LCS 600AIT8601-LCS (EL FLOW / .., REMOVED 6.") DEMO EXISTING CABLES BACK TO SOURCE TRANSMITTER , -- , -,' C-600AIT5301 (TYP OF 6/ . - COORDINATE WITH M200 a> ' GO/NOGO LIGHTS/ I C-660AIT8601 a AND HORN,SEE I ...-- , I "E A , 1013 , TO GOINO GO 1 IGHTS AND (E)CABLE TRAY ' RELOCATE AND REINSTALL(E)FLOWMETER c TO 600AIT5301& DISCONNECT AND ON/OET CONTROL STATION _c o E202 600AI-118601 FOR ACTUATED VALVE 41 r1-". (E)LIQUIDS TUNNEL DEMOLITION PLAN ir I . (-- -,\LIQUIDS TUNNEL PLAN IN+ - - VI ROLL-UP FIRE DOOR - t(r.K.. .{.....( n,t2 s 1 2 3 ai .--....,....,......1---..., ,,•;) Mx' (...)-- . cl. 912:r..1P1 A' I IS- — --- a- rtt,t,JUEEH :1;,-` JULY 2017 .41.t'1 t t '''''''' 40 '11 77 uv,,,,, 0111111111111/111. DURHAM AWWTP ELECTRICAL ---— , — q+EGON - MN ED) 0-1"'' E202 - --- _ SODIUM HYPOCHLORITE & '6.4'4 818/2017 THIS BAR IS ONE INCH CleanWan7?-Services LIQUIDS TUNNEL PLANS • ,4•4 r..,1.4',9 ,,'.1 t...,. — ---- --- c,as /I.,/FI-F.1376013 86-E202 dwg MEN DRAWING IS FULL CAUSTIC IMPROVEMENTS E202 , '44t: L .c4t.1 ''t,' I 5..( SCALE — ' Ow oesueitamai k Am AND SECTION :,,,,, NA Kennedy/Jenks Consultants, [(MOON 304 *3003 I E9- ."'SLS :.,:-....4,k- C'NG 6823 00 ,((-,,, PtitIF CRItt ntf-11) rAWMPTIGN 25t0 SW Hallsboro Hwy Hffsbcfp Oregon 97123 D37R 421 SW 6T11 AVE SUITE 100{1 PORTIAND OR D72CA Pt,DJ d Fft.itt,t,0141Ait — I NOTES: I 1 SEE SHEETS E500-E505 FOR CONDUIT/CABLE AND ROUTING. I 1 I ... . _ I . I I TO 1- 60013B5302 TO , 600TJB5301 , I 95SW9001 955W9001 I ( ( ., (E)MCC-90311 1(E)MCC-9036 , . 1111 MCC-9031 I ' P-9-5 F M R 9 0 0 5 7-- - , i MCC-9030 — -1 P-95SW9001B -' ) P-95SW9001A .' P-95DISC9001 l----.. .... . .. .. E 600PP5301 - .. I c1‘12;) i' P-6005301 95SW9901 1 co I6 , . ' -- -95xRAR9005 6 ,6 g up ' v) '--- 95DIS9001 0 0 IE 30 t a - 2 1 . o FILTER AREA PLAN .c 0 3 tS 0 0, = I 9°.: 2-'.. 9. :11 7 ,E9 NO,L 49 gliO7Ortt, ''.1' • I : .13,3 JL/EE H in JULY2017 c).)).),..w: )),,E)-)i43‘.- 5,423:- 41 '3F 77 wommon DURHAM AWWTP ELECTRICAL r.4 0,'.EEH •=1)^11),/ E203 SODIUM HYPOCHLORITE& 'Lir 8/82017 E203 I ,... THIS BAR IS ONE INCH - CleaOwnWaerSenkes FILTER AREA ELECTRICAL1376013.66-E203.dwg WHEN DRAVVING IS FULL CAUSTIC IMPROVEMENTS SCALE coassaitsurst is dew ROOM PLAN Kennedy/Jenks Consultantsc _ Isms%5911 06,7S1291 I 916)-- ASN SLS :',(341.E CWS 6823 co REV. DATE LAN App, DESCRIPTION 2559 SW 11159boro Hvey HOlsOote Oregon 91121-93,9 421 SW 6TH AVE SUITE 1000 PORTLAND OR 97204 6enr* L906'iT AM,' IKEY NOTES: ... .„.,..,„ ,f,,,,;,:',,. ' •,--- -_ ' I L.,, - - ' • - - FIELD TO INSTALL NAMEPLATE AT WATER HEATER WITH POWER SOURCE DETAIL, REFER TO DETAIL 1 ON SHEET E003. 0- I L... • . •L/.7„•0:'_.,'41://////7.b._7_ 2/.0j li/ ' I / / 0 I , . ' / /1 . .,, / ..0 • / ..A , • / 0 / // . , i • /K @ / 2 .0 ,/ 0 I cc 0 I I a. >- z cr -- I rf's (E) PANEL SCHEDULE SCALE NOT TO SCALE m i M Cl)ix I- 0 Ld DEMO T .7.1 F-•> PARTIAL PARTIAL SINGLE LINE DIAGRAM SCALE NOT TO SCALE SINGLE LINE DIAGRAM SCALE NOT TO SCALE . .,.. 111 - CAUSTIC POMP I 930555111 CAUSTIC.RUMP 2 930P5502 • i SETT!uPIS ACID CANOPY LIGHT AND REDE PT AD LE I 1 1 @ HYPO PUMP 1 03055301 ' TO HYPO POMP 2 530P 3112 ,ii SOLIDS BLDG HYPO ROOM EYE WASH STAT FIN 0.0 co 01 IT,7_-' ,71° HEAT TAPE 0? -0,0? co 0 1 ; HEAT TAPE 0' 20)2 0 0 1,1 I c'0% HEAT TAPE EYE WASH 0 1 23.22 -§ F.x T EPIOR SOLIDS BLDG f YEWASIlws,(5110111, 0 L. 2 O SULFURIC.4.11D PUMP 1 7501.4901 C 0 0 0 t4 2 CC w 8 gi Z 0<CV I -2 1 10u -I- F ‹H w -8z ITT pi til y< PARTIAL OCT> 0 I8- , 1,1 !(. (E) PANEL SCHEDULE REVISED , (5-, SINGLE LINE DIAGRAM -?/, SCALE NOT TO SCALE SCALE NOT TO SCALE O' 1leo . 'to FP 0 111 z DEN jUEEH P,77.': JULY 2017 VW",,..*VE 51-4E07 En E '''''' 41 ''' 77 VAN,N CO 111=01111=111 _ - DURHAM AWWTP ELECTRICAL - ."-`ckeFGoN I, D=',EEH U1'1'g E300 ..._ ...._ SODIUM HYPOCHLORITE& 8/8/2017 THIS BAR IS ONE INCH CkanVVate-''tervices SOLIDS BUILDING POWER —LtrE CAUSTIC IMPROVEMENTS E300 : 1.40,,.sc44- E, a''''SLS I (9 co --- SLS ,--.4L-FLE.1376013.66-E300 dwg -.6cAu. WHEN DRAWING IS FULL SCALE Our commitment II clear Kennedy/Jenks Consultants. PANEL SCHEDULES AND ,..,,,,, NA !maga C019 C€/0/S'4 l *0 REV* 01115 MN APED DEKRINION 2550 SW lidisbc40.9w Millsboro,OrisicA 97123-9379 421 SW 6TH AVE SU!CE 1909,PORTLAND OR 97204 SINGLE LINE DIAGRAMS --,,,s 6823 ppoi 4 LW*,STAMP I / IOP I 93DATT5301 SPARE 750LCP5510 750LCP5510 *, I ...._ I I I I I Ir:j (E) PANEL SCHEDULE DEMO (/-2- (E) PANEL SCHEDULE REVISED SCALE NOT TO SCALE SCALE NOT TO SCALE I LIGHTING FIXTURE SCHEDULE 11 o, 3 FIXTURE TYPE DESCRIPTION LAMPS /FIXTURE ,. MANUFACTURER INFO MOUNTING _ . . AREA LUMINARE 1 YPE 3 OPTICS 0 1 0 1 1A POLE MOUNTED LEO WITH NEMA .LED 70 BEACON-VITS-30NB-70.5K-T3-LINV-RA- RALADDM6-600 POLE 1.1.1 16 TWIST LOCK AND PHOTOCELL . _ tO AREA LUMINAIRE LED CEILING LEO HCI MOUNTED 0 'B1150 LOPHANE EVT4 1200LM FST MD MVOLT GZi0 50K ASCRI SUSPENDED _ - _ I 1T), 0 ; 0 I0 (-5- 1 LIGHTING SCHEDULE fa SCALE NOT TO SCALE '5 9 in. Pc KEY NOTES, I g [I, LIGHT POWERED FROM PANEL LP-11235 CIRCUIT 5 o 2 2a I 31 r . _ I 0- DPN JIJEEH '-.:).;'!` JULY 2017 — — pR,-, ,,,,m, SHED'TO-Lc ENEL' 43 OF 77 DWG C CO 1.1.11.1111.11.1 DURHAM AVVV'VTP ELECTRICAL 1111:1 ORFOON EEH E301 --- ,- THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& r- aeanWaterervices POWER PANEL AND IO c,o,SLS LAO;t-' 1376013 66-E301 dwg WHEN DRAVVING IS FULL CAUSTIC IMPROVEMENTS E301 C-...4 SCALE --- — Our ceaataitsaaat is clear LIGHTING SCHEDULES P v. NA -.. O Kennedy/Jenks Consultants, WORM RAIL 35}30/70U __ AO,SLS ,A,/- , 6823 co REV* DATE DRN ARCO DCSCRIDDM 2550 SW Hillsboro Hwy HAlsboro Oregol 97123-9379 421 SW 6TH AVE SUITE 1000 PORTLAND OR 97704 miiiiiiiiiggimmilgiumumilumilmilin I NOTES: %‘"1-0 FIELD TO VERIFY ROUTE DURING CONSTRUCTION. I ,--SEE ENLARGED PLAN ON E303 GARiv--,..D.-.). ,, _ . . .... / C-750FS4208 /-, I I _ (N)EMERGENCY __ ,. i -- (E)EMERGENCY TO 750LCP5501 I 1 i EYEWASH AND SHOWER 'II.AIRT,IF1 L ' r EYEWASH I - , ,Joi 2 r 4-- AND SHOWER I , :,---1 (N)PULLBOX t I t ' _._._.,t.It....4e€... -. (N)930AIT4101&930AIT4102 ....__ _ - (N)PLC PANEL / ,750FS I \,..42082 . r 1 1 A, -' --- --'1 __., _ 175Q1-qP55011 (N)WATER HEATER -- 1 ..(10.I I -------1 :/ //1 ...._• .... .. . FUGE RL,C.' I II- E2„.L.F.r,,,-Nr,4, , STROBE 4 I , '''A 4 P.930P5301-LCS/ ' ' -• 1 '''' I 750YL42-0-18 — (E)EMERGENCY 1 i - -- . --.41 .' ' (('- 7,C;. . EYEWASH AND SHOWER 8-IAIRW141 1- • = '750PS i — STROBE I 750FS --- - i / ,4203 i I / \ STROBE - 4207 1 750YL4207 [2,oyi.442oTi " .04 _ _ _ i _ TO 750LCP5501 IT)(11.1(-'111YLE . ___ _ '.' C•750YL4207 '-- ' , •, /4 TO 750LCP5501 I , 1' rl- . - 4, TO 750LCP5501 / C-750FS4204 ,' . • -, --"'. (E)EMERGENCY ' 1,/ - '-- C TO 750LCP5501 SHOWER EYEWASH AND -750ECV4902- 4 4 (E)111P10002 750ECV4902) i ..t., 1 _ '*STROBE I „ ' i ---4- -1 (/` c TO 7 50LCP550 1 i- 1 PFCV461 .•.., r __/ c._750F0,4901 750FS , I ' 4204 - TO 750L CP5501 , C-750r S4206 1 „ - , TO 750LCP5501 I - - - ----- i (N)CAUSTIC ___ , B)MPS (N)DEWATERING I CENTRIFUGE ROOM 1,, '...". .."'"'"1- STROBE I ,",, HHOT WATER HEATER _I 750YL4206 I TO 930A174102 . ' S-930AIT4102 - ----- i . __ - • , 'E)3 .. -- 750YL4205 (N)CAUSTIC BULK 750ES - (1)EMERGENCY EYEWASH AND SHOWER 41' -- Sk STORAGE TANK -- , 1_1 930AE4102--' ----- T 1 I 750FS I 1.4) - -•,, 'J" 4205 1 ..-- I (N)SULFURIC ACID '1- BULK STORAGE - 0 „ 131 TO 930AIT4101 .( ' 4 , , , / TANK IP S-930AIT4 101 - (-930A14101 - -- -. 1 C = ) IE. ,.. .. I I ,`°,, SEE ENLARGED PLAN I (NI EMERGENCY L. ON E305 1, 0 SHOWER E g LEYEWASH AND . , .... ... .... .......... ... ••• ......... .. .. ... ...4 ••• ••••••.•44..- ..., .... .... ...4 ..-4............ ... ...• 0 -"el- Sic.) 9 II • 0. I '?,' E (---r SOLIDS BUILDING MAIN FLOOR PLAN II. 9 0 5 IC e ecck1PR° . G,4....4).G.f,-4. 0 0 ,917))4 I t5 - a- '''''JUEEH ;',,,,Z1 JULY 2017 - vt4 NAV, '.-1-,-,,,, :0'4i i 44 '-'4 7 7 row.* a> ammimis DURHAM AWVVTP ELECTRICAL ,,,,,-,5',. 8/8/2017 ---- _ _ ,s4 om .E...01 ''"".• E302 SODIUM HYPOCHLORITE& SOLIDS BUILDING PLAN T(11S BAR IS ONE INCH GleanWater-4-Setvices E302 . zE),...-4.- ‘,' CAUSTIC IMPROVEMENTS .LC. NA (.-- :6), C.'.SLS I ...- AP.'"SLS GAO .1376013 66-E302 clwg .5,-AiS WHEN DRAWING IS FULL SCALE _ Onar aossamiliamt b clots Kennedy/Jenks Consultants- cvw, 6823 lumpy+341T as/Adoit I CO REV 0 i),,,E PRN A1,41 rXSCRP1FON * 2550 SW H41145oro Hwy IHIstorn Oregon 97173-9379 421 SW 609 AVE SUITE 101,O POP RANH OR 97704 PROJ* INOTES: I . ,'1:!, DEMO(E)DRY POLYMER ELECTRICAL PANELS.SALVAGE(E) CONDUITS SHOWN TO BE REUSED. ..: DC IOSNCNOENCNTEI CO TN SA NRDEREMOVE P LII CMEPS i_POWERINE DAND CONTROL BOXES,FITTINGS, CONDUIT,AND WIRE BACK TO SOURCE AND CONTROL PANEL I MOUNT SENSOR APPROXIMATELY 12"ABOVE GROUND.MOUNT '- TRANSMII r ER ApPROX1MATELY 4'ABOVE GROUND. KSEE SHEETS 5500-E505 FOR CONDulT/CABLE (5-': FIELD TO VERIFY LOCATION OF HEAT TAPE CONNECTION BOX I , / AilEk LIGHTS 1013 (E)LIQUID POLYMER UNLOADING VALVE - (E)UNLOADING LOCAL \ \ , '- POWER CONNECTION KIT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS AND ORIENT END SEALS TO ALLOW POWER INDICATION TO BE VISIBLE IN THE FIEU).SEE SPECIFICATION 15050 FOR HEAT TRACE REQUIREMENTS. / CONTROL PANEL ,,, / 0-930AD-530T ./ ...,, , _- i'-o--B30-ATT5301-__/ i 1 iLCP92002 1-\ N , (E)DRY POLYMER I TO 930AIT5301 „" ,-., ,--" „- CHLORINE CONTROL STATION _N , „ , _1 ,,,t 7 ., ../ SYSTEM _ STROBE Lk --1 930P5302-LOS, i 750YL4201 43:7 _,,.--- / P-930A1T5301 7 i SOLIDS ODOR CONTROL TO 1111010002 , I :-• EMERGENCY EYE WASH/SHOWER - (N)PULLBOx ------ I i 750SH4201 HYPO PUMPS 930P5301 , 930P5302' , , , -- I P-930P5301-LCS,'P-930P5302-LCS." / ',/// 1930P5301-LCS, --- _.. • • ", 750FS , . 0 930P - - ------,' C-930P5301 / ,'"-„ Typ) sH, , „ . , , , , a, ,. II/ 1 , I i ,4201 , )) , ,.__ / P 7505)-14201 , - 930P51-1-7/ 5302 "- ., 0,930P)302 / ( '11. • /.. - '.5301; / , , _." -/ / , 5-930P5302 7---- 1 . t I e7, _ / C-750ES4201 / I ---- ., TO 7501CP5501 SOL IDS BUILDiNG HYPO ROOM „- -., 930LIT , ._,/ 5-930p5301 ,,, ' i •-- .'" S-930LIT5301 ,,- '1 ' - - CONDUIT DOWN TO (E)750Lcp3501(BELOW) ,--(E)HYPO PUMP 9311 / WATER HEATER -- (N)PLC PANEL I (0' 750WHTR4201 "C-930LSHH5301 L------- --- 750LCR5501; , - 930' LSHH :, ,. „ 0 '_ ( DEMOLITION ;:'2') 10 , 5301 .”-' t'S.W..1.6ReS* I _ 'P-7 5 0 VJH T R 4 2 0 1., TO MCC 10002 9304 _.: i__ )-3,. 2---: 2 .,- , 5301 930FCv HyPO DAY TANK 1 SOLIDS BLDG _, _ t_,-_,,c_93,0t_sH530.1 930T5301 C-930FCV5301 ."R-930AIT5301 i e30AIT ', 5301 ) - . L; r- TO 11 P10002 . 5301 I " C-930AIT5301 /----, /. :- L.L2 . . , E :3\ .s.. '.. : T0750LcP5501 .7, / P-7 OLCP5501 - _ ' 5 CONDUIT TO(E)1 TIPT0002 IN PULLBOX (N)PLC PANEL s-930AIT5301 " (E--c1,3.,2 \ , , 750LCP5501 GCJNOGO SOLIDS BUILDING , I TIGHTS - 2 , CHLORINE CONTROL , , :s -- P-930TJB5301 "' To 1 1 pp10002 ,- 9301SH 5301 ._ . " HYPO ROOM - -61, ,930P5301-L1', ' - , i , -.1,• '' I 1013 STATION - - (E)EmERGENcy I EYEWASH/SHOWER I I \ SEE E302 5 , . A 1 I )g ,,__o-930AIT5301 / SOLIDS ODOR HEAT TAPE CONBUILDINd TROL SoLIDS I 0) CONNECT ION BOX 5' Hypo PuMp 1 .„ _ )0 HYPO DAt (.6 930P5301 M "",, TANK I I 0) I-o--, 6 ';930T5301 0) I _TT- E003 1 o I2 rf - 1 -, SOLIDS BuILDING E N\ SOLIDS BUILDING MAIN FLOOR - HYPO SYSTEM ye . M,A1N FLpoR —a Ii 7::::',..; _... B. 2 02-1-_n-- t :13 .... ,i N'i 0150 LCP5501'`' „.,T-,i,---4 a TO SOLIDS BUILDING 'NFR-7501C0J,v1/ I-E. ELECTRICAL ROOM 17!‘fro"750LOP35(11,' F NER-750LCP5501 1 0 ci'V'\ SOLIDS BUILDING SECTION ....45 Ia Y.3 . --,::: I.2 — . 13- '.-.'R'"JUEEH := JULY 2017 P.,i Wit2i SnEFT'lit k li...,E i.:1- 4 5 ,:-i 7 7 Dm, (14 111•1111110111111111 _ DURHAM AWWTP ELECTRICAL - _ - , '''-•IRLtION 11 .c,._L' II-I5N EEH WA;8 E303 SODIUM HYPOCHLORITE& ,,-.1 81600-17 THIS BAR IS ONE INCH CleanWaterri-Servkes SOLIDS BUILDING E303 4.rtso0- .,• CAUSTIC IMPROVEMENTS I 0.1 cAL1FILL.1376013 66-E303 dwg scw... — VVHEN DRAVVING IS FULL SCALE Oot ootassitatost ti elan Kennedy/Jenks Consultants,: HYPO SYSTEM PLANS -,---. NA ,,,,,,,, Etit,1 STA IDP:trONDOE OPIPM3 1 to Ravi a3Ta OFIN APPLY UtSi.:AW11.0i.1 2550 SW Hillailoro Hwy I-W =ebOregon i2.7.23-93111 421 SW OTH AVE,SUITE 1000 PORTLAND OK 9L2C4 AND SECTION ,,,,, 6823 ANN. I I I I . STAIRWELL NO.2 I TWAS STORAGE ELECT/EQUIP ROOM I EN z.---(E)I MCC10001] MO, CONTROL ROOM I IMO _/-71-5-7S0WHTR4202 i MI I CIO 111 111 TO DEWATERING CENTRIFUGE ROOM WATER HEATER In .11.111111111III I /P-750WHTR4201,7 TO SOLIDS BLDG HYPO ROOM „-- WATER HEATER 1__ ___LI I I 1 .1 1.11011121121121. INI • , (E), rvicci0002 ,------I I , , I CENTRATE CENTRATE TANK NO_1 TANK NO 2 I - III J 4.1 x b III , <2 I-- cn I . IN - HALLWAYI = F II v- 0 /-, w co F g lik: ..; 0 0 E 03 I si CI 'asi4 Ia 2 (f SOLIDS BUILDING UPPER BASEMENT PLAN 1111111 41 1.6 I f e tin 0 ,1•Fr,V-;0E,INS,E,,,E,,,, ,, 927PE," I 2 0- CAA JUEEH f.:::',,'-4.' JULY 2017 C,:--,,,NAVE SFFFE IFNO E ''.FHEFD1 46 OF 0 11•1=MM DURHAM AWVVTP ELECTRICAL °'''''EEH '`III-'" E304 SODIUM HYPOCHLORITE& THIS BAR IS ONE INCH CleanWaterirServkes SOLIDS BUILDING UPPER = ; , • xi k ,,1, CAUSTIC IMPROVEMENTS E304 ,... ;:',-, —SLS I o:, r7-- A P°SLS DAD Ft,E.1376013 66-E304.dwg UDALL - WHEN DRAWING 1S FULL SCALE. _ ____ ......_ Our censitiotst di clear Kennedy/Jenks Consatantsc BASEMENT PLAN P‘C. NA LW' 6823 7 -1 ' Exparm u/L 09/30/2919 1 00 A*,r DATE DON AO,'D OF,CONANDN 205C S19114404oro Hwy 4-1114$19070,Oregon 071234310 421 SW67-11 AVE SUITE 1000 PORTLAND OR 07204 • *9.0,i1-7444 61.0•11, INOTES: {) FIELD TO VERIFY LOCATION OF HEAT TAPE CONNECTION BOX• 0'r EXISTING LIGHT WIRING IS DAISY CHAINED.INSTALL NEW LIGHT POWER CONNECTION KIT SHALL BE INSTALLED IN ACCESSIBLE WIRING TO NEW LIGHT AND RELOCATED LIGHT BY WIRING BACK TO I LOCATIONS AND ORIENT END SEALS TO ALLOW POWER INDICATION TO BE VISIBLE IN THE FIELDSEE SPECIFICATION 15050 FOR HEAT FIRST DAISY CHAIN-NO WIRE SPLICING ALLOWED OUTSIDE OF LIGHT - STRUCTURES. TRACE REQUIREMENTS. (2') EXTEND CONDUIT/CONDUCTORS FROM NEW POLE MOUNTED I FIXTURE TO RELOCATED#80 POLE MOUNTED FIXTURE.FIXTURES POWERED FROM LP-11235,CKT 5. SOLIDS SOLIDS — I BUILDING BUILDING = - CAUSTIC CAUSTIC — PUMP#1 PUMP#2 = 930P55011 1930P5502. T= I CENTRIFUGE DEWATERING (N) IR OM HEAT BOX 930PSN TO MGC 10001 HOT WATER HEATER CONNECTION TAPE 55@2 P 750WHTR4202;' 750WHTR4202 -._.:/ - ' :» ;�P-930P5501-LCS,% E306 �- � ---- - � . �^ `-� 930PSH ^ k, J P-930P5502-LCSj �_. 5501 t7 I TO PANEL 11PP1002 r. AT SOLIDS BLDG LOWER LEVEL TO PANEL — .. TO PANEL 7S@LCP5501 LP-11235 CKT 5 1 ':-- (SEE SHEET E302j TO 11PP1002 — (E)EMERGENCY AT SOLIDS BLDG TO 750LCR5501 EYEWASH 1 SHOWER LOWER LEVEL 75UP4901-750P4901 'C 93@P5501 LCS ,- (SEE E302) 930P5501-LCS- P-750P4901tCSr-- C I C-930P5502-LCTO 750LCP5501 TO 11 PP10002 S OP4901-LCS i P-750'MHTR4202;' S 930P5501 ICS P-'t50SH4202 t " 75 q 930P5502 LCS i _3,,2 j TO 11PP1G002 �._- - TO 750LCP5501 (N)LIGHT 750PSH I TO PANEL 750LCP5501 .- I' r--;' .E003 .4901 C-'C / C 750FSA202 ;' A' POLE.SEE £)HVAC 1. -'930P5502-LCS / C 930LSH5501 / 750P4901- ' LCS; ( S-930LIT55O1 ' - -.. TO 75OLCP55O1 =� (N)SUFURIC C-75OLSHH490i / C-750LSH4901 ,., -/- ACID PUMP j I - _)75OP _ -- - 4 STROBE ,/ S-750LIT4901 I ^ i 44 901 41 t , E003 • TO 75OLCP5501 E003 C-750FS4202 '' 750F8 L ! f/ f/ I 9'30LSHH of .r— L0 750LCP55@t 750SFi4202 4202 G930FCV5501 ii, J /50LSHH 5501 - lN)EA9ERGENCY 4941 ` TO 75OLCPE501 EYEWASHrSHOWER - � t �` 1 y C-930F55501 ki_. i 930FS 930FCV K . �� ;55@ 1 :' ', 5501,' -.._ - --— K UL SULFURIC ACID B 5` STORAGE TAN RELOCATED A LIGHT POLE#80 FfXTURE @ 750T4<_3 1 j y 930LSH 15GLSH TYPE,g` 5501, A 4 @2 ' SEE E 3 ,..,, 00 -.. 930LIT --t.. 49 - " E306 d 5501 o - w t fn FIELD 10 RELOCATE 7501 Ir CAUSTIC BULK diii r (E)LIGHT POLE#80 STORAGE TANK#1 B Q 4001 L-'= APPROXIMATELY 10SW -- g 930T5501 I E306 cl n 0 0 d I0 - SOLIDS BUILDING PARTIAL PLAN s m0 2 4Illig ,..., '° PR ( 3 31 8"-1'-0' >?,,L3G t1£Cq ,f:..; U Chti-J ct _ — — PRO) :J/FET'5.0 ,;H=Er.47 0- 77 4 t>�ry JUEEH ZIT JULY 2017 111111111 --. DURHAM AWWTP ELECTRICAL od(ecaR ry D'+EEH a+ E305 SODIUM HYPOCHLORITE& CAUSTIC AND ACID rd-x 017 fir, f0 L THIS BAR IS ONE INCH ( tnVWat6er E305 t s • WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS SYSTEMS PLAN "%` " ® cw SLS e•1378013.66-E305.dwg Ona aseatitaaat ia elau. .tx�GAT ostwlz�-I ry SCALE Kennedy/Jenks Consultants-> Ar''''''SLS SCALE - - nr;cRwa + 2550 SW Hallstwro Hwy. -bUsWra.Oregon 97123-9379 421 SW 6TH AVE.SUITE 1400,PORTLAND OR 97204 �asj a 6823 Fw z 070MP REV/ `DY,E ORrI RFF4 I I , 750YL4202 j r (N)EMERGENCY ; FIXTURE(B,;/AI STROBE SEE DETAIL Eno EYEWASH/ ' SHOWER / 120>--1/75"1:I ,11 1-750SH4202 1 , I 1.,,4202/ --1--/‘ i i L i' I Hi ±ii ,ir_ (N)METAL CANOPY , , 750E3 . .' I L ',,4202,/ \ i' \ \\, ..... IN (N)SUFURIC ACID PUMP CAUSTIC ,LW_Z 1-750P4901 BULKo_co SULFURIC 19 I STORAGE TANK STORAGE TANK 301-5510*1 (.5 \‘‘C) ACID BULK 75074901' I ...I. I I ("A" \ SECTION Li 2 4 o.... ,........ -- I (N)METAL CANOPY (E)SOLIDS I , .... BLDG r= , r750P4901Z6-51 (NI SUFURIC I 750PSH ACID PUMP . _ I 4901 I ACCESS LADDER 750P4901 1---- , ii - K'3, IN)SUFURIC SWITCH • c..,- L-17' ACID PUMP .,' CAUSTIC ' '1•,s I ., 750P4901 BULK k , SULFURIC ACID ' STORAGE (El SOLIDS e BuLksToGETANK TANK * 7507490 / 1 BLDG 17- : 1' 0 I 9301'5501 - *- to C:' to CF, I '1.3 -1-7- 930FCV % {-6 I a 4 TO liPP1002 El_ AT SOLIDS BLDG LOWER LEVEL t'i'3 /0 750LCP5501 'P-750P4901-LCS I , o /S-750F'49091-LCS' ‘ (Th ACID PUMP SCHEMATIC -F':, TO 750LCP55oi c ,C-750P49091-LCS .c c 2 2 i6 I .t o_ g (13- SECTION rd.'s\ SECTION .c 0 2 4 9 ----- -,:-.-- 0 2 4 w I2 - 91217 a- 5R''JUEEH 'SACTE' JULY 2017 PAC J NAMSOVET''IT A 1.111.11.111.1. DURHAM AWWTP ELECTRICAL 1 ' E*. Im"EEH cw‘3* E306 THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& ,„T, 82017 -ts 1.-- CleanWAer-4-Services BULK STORAGE TANKS I Ea 0.-SLS ELI' *1376013 66-E306 dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS E306 ,-.4 • SCALE Oor emaracibscat is*Isar SECTIONS ... NA ° Kennedy/Jenks Consultants E , OMEN NI 116/713/NN I 9'1's 6823 Wv0 RATE URN ,WPD oEs0,LIPLKLN 2560 SWEEltsbor0 Hwy HLEsboro 0,6600 97173-9379 421 SW 6TH AVE SUITE 1000 PORTLAND OR 97204 ER0.1. EWA STAMP I GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION ANALOG CIRCUIT CALLOUTSCONTROL CIRCUIT CALLOUTS CONTROL CABLE CIRCUIT CALLOUTS [Al) (1 TYPE 3) [CI) [MSC] GENERAL NOTES [A2] 12 TYPE 3) 1 [C2) (2114,1#140) [CC3] [1-3C,TYPE 1) I JA3J [3 TYPE 3) (C3] [3414,14140] [(2)CC3] [2-3C,TYPE 1] 1, APPLICATION. THESE PROVISIONS APPLY TO ALL WORK GENERALLY.UNLESS OTHERWISE SPECIFIED BY SPECIFIC NOTE OR ]A4] [4 TYPE 3] ]Ca] [4914,19140] [(3)CC3] [3-3C,TYPE 1] REFERENCE. [AS] 15 TYPE 3] [CS] [5914,19140) [I12)CC3) 112-3C,TYPE 1) [A6] [6 TYPE 3] [C61 [6114,191401 1CC3/CC5I [1-3C,1-5C TYPE 1] 1 2, ANALYZE THE REQUIREMENTS FOR ROUTING EACH RACEWAY [A7] (7 TYPE 3] [C7] [7914,11140] AND INSTALL ACCORDING TO THE SPECIFICATIONS.WHERE SPECIFIC 111 [C71 [7414,1414G] ICC31CC71 11-3C,i-7C.TYPE 11 ROUTING RIGHTS-OF-WAY(R.O.W) ARE SHOWN.ROUTING OF (A8J [8 TYPE 31 RACEWAYS SHALL CONFORM TO THOSE CORRIDORS UNLESS ]A8] [9 TYPE 3) [C12J [12414,1414Gj (CC31CC5/CC7J (1-3C,1-SC,1-iC,TYPE-1J ALLOWED OTHERWISE.WHERE ACCESS,CONSTRUCTABILITY.OR (AtOJ [10 TYPE 3] [0147 (1-0#14,1#140] (CGS] (1-SC,TYPE 1] COORDINATION WITH OTHER ELEMENTS OF THE WORK SUGGESTS [C16] [16114,11140] [[2)CG5] ]2•5C,TYPE 1) THAT AN ALTERNATE ROUTING BE CONSIDERED.SUBMIT THAT [A11] [11 TYPE 3) _1 ALTERNATE PLAN FOR APPROVAL. [Al?] [12 TYPE 3] POWER CABLE CIRCUIT CALLOUTS ((3)CC5) [15C,TYPE 1] ]A13] [13 TYPE 3] —, (CCS/(3)CC3] [1-5C,3-3C,TYPE 11 [PC1] (1-4C#12,TYPE 2] [A14J [14 TYPE 3] [12)CC7] [2-7C.TYPE 1] ((3)PC1) ]3-4C#12,TYPE 2] (CC7] [1-7C,TYPE 1] ]A15J [1 TYPE 4] [PC1ICC3) ]1-4C#12.TYPE 2,1-3C,TYPE 1) ! CABLE TYPE IDENTIFICATION I 1 [A161 (2 TYPE 41 ]CC7!(2)CC121 [1-7C.2-12C,TYPE 1J I [A17] [3 TYPE 4) I(2)PC1/(2)GC31 [2-4C#12,TYPE 2,2-3C,TYPE 1] [12)CC9J [1-7C,TYPE 1] W-XY-TYPE Z ](3)PC 1!(3)CC3] (340912.TYPE 2,3.30,TYPE 1] [AlSJ [4 TYPE 4] [009] [1.90,TYPE 1] W=NUMBER OF CABLES [A19] (5 TYPE 41 ; [PC2] (1-4C#10.TYPE 2] (CC12] [1-12C TYPE 1] (A20) [6 TYPE 4] ]PC3] ]1-4C#8..TYPE 2] [CC12!CC5] [1-12C 1-5C,TYPE 11 X=NUMBER OF SINGLE CONDUCTORS IN EACH CABLE ]A21[ [7 TYPE aJ ]PC4J ]1-3C#8,TYPE 2] [0013] [1-130 TYPE 1] Y=C(CONDUCTOR FOR TYPE 1 CONTROL CABLE) [A22J [8 TYPE 4) C#AWG(CONDUCTOR AND CONDUCTOR SIZE FOR TYPE 2 POWER CABLE) [(31PC4) (3-3C#8.TYPE 2] [0019] (1-19C TYPE 1] [A23] [9 TYPE 4] [PCS[ 11-30#2,TYPE 21 (0025] [1-250 TYPE 1] Z=CABLE TYPE NUMBER PER SPECIFICATIONS (A24) [1-4PR TYPE 5] (PCS] (1-3Ctt25GLCMIL.TYPE 2J [A25[ [2-4PR TYPE 5] [0037] [1-37C.TYPE 1] EXAMPLES (PC1AJ [1.30#12 TYPE 21 [A26] [8 TYPE 6] 2-7C TYPE 1=TWO CABLES,EACH CABLE WITH SEVEN CONDUCTORS AND THE CABLE IS TYPE 1 112[PC1A] ]2-3C#12,TYPE 2] MULTICONDUCTOR [(3)PC1A] (3.30912 TYPE 2) 1-4412 TYPE 2= ONE CABLE,FOUR CONDUCTORS,SIZE 912 AWG AND ONE GROUND CONDUCTOR TYPE I 1(4)PCTAJ ]4-3C#12.TYPE 21 2 MULTICONDUCTOR POWER CABLE Ji2IPC2Aj [2-30910 TYPE 2) PC1)CC3= ONE CABLE,FOUR CONDUCTORS,SIZE 912 AWG AND ONE GROUND CONDUCTOR TYPE 2 (PC2A) (1-30410.TYPE 2) 1 MULTICONDUCTOR POWER CABLE. ONE CABLE WITH 3 CONDUCTORS AND THE CABLE IS TYPE 1 (PC3AJ 11-3098.TYPE 2] MULTICONDUCTOR I [PC2!PC1AJ [1-4C#10 1-3C412.TYPE 2) 1PC1ANCC5!(2)CC31 11-3C#12.TYPE 2,1-5C,2-3C,TYPE 11 [PC2!CC19[ [1-40910 TYPE 2,1-19C,TYPE 11 i (ER CI C91 (1 30912 TYPE 2 1-9C TYPE 1] i,, POWER CIRCUIT CALLOUTS I [P1) [MSC] [P231 1348,2#14,1#100] CONDUIT ID SHOWN ON PLAN LAYOUTS (P2) [2#12.1#120] [P241 [348,3414.1410G] AND CIRCUIT:RACEWAY BLOCK DIAGRAMS i [P3] [3#12,1#120] (P25] [3#8.4#14,1#100] LEGEND FOR CONDUITS -- 1 [ Pa] 194121#120] [P26) [348 5414,14100] XXXX [P5) [5912,19120] [P27] [246.1#1061 _.. _ - 3)4'C[PCIA1 [P6) [6412.19120] [P281 1346.1#1001 NETWORK --------- -------._..—.__-_...----- , XXXX 1 -------- I [P7] [7412.19120] [P29] (396.2#14.1410G] IPB] [1 TYPE 10] --_-�--____-- co [P81 [8412,1412G) [P301 [346 3414,14100] w ![ P9) [3#12,2414.1#12G1 )P31) [346 4414,1910G] [F01B[FIBEROP C] 10] XXXX 111 .... m [PSA) [2412.2414,19120] [P321 [396,5414.14100] [N] 1t CAT6EJ _.. __. o IP913] [9#12.141201 [P33) [39-4 1480] ,--- ----; CIRCUIT ID SHOWN ON CIRCUIT-RACEWAY I n [P10) [3412,3414,1412G] [P341 1344.3914.1180] XXXX �— BLOCK DIAGRAM [P11] [3412,4914,1#12G] [P351 [3#4.5414,1480) 3!4"C[CC51 EXAMPLE-[CC5I=[1-5C,TYPE 11 c [P121 [3912,5914.1#120[ [P36] [393 1980] li E [P13] [3#12.6#14.1#1201 [P37] 1343,3414,148G] CONDUIT SIZE SHOWN ON [P14) [34127#14 14170) [P381 1342.1#6G] CIRCUIT/RACEWAY BLOCK DIAGRAMO [P15) [,3912 12#14,1#12G) 1P38A[ [4#2,1#66) CALLOUT LEGEND _------ ------------._- ----- -...------ [P161 [3410.141001 [P39] [391.1#601 w 11,16A] 12410,1410G] [P40] [341,3#14.1#6G] A=ANALOG CIRCUIT PB=PROFIBUS 0 [P17J [3#10,2919.1#100[ [P41] [3#2/0.1#60) (CABLE[ - [P18] [3410,3C4 14100) [P42] [393!0,1990] P-POWER CIRCUIT MSC=MANUFACTURER (SINGLE CONDUCTORS) SUPPLIED CABLE [P191 [3410,4414.1410G] [P43] [31410,7940] C=CONTROL CIRCUIT PC=POWER CIRCUIT 45 c (P20] [3#10.5914,1#1001 [P44) 130250KCMIL.1#4G) (SINGLE CONDUCTORS) (CABLE) I1 [P21) [248,1410G] [P45) (34300KCMIL 1440] CC=CONTROL CIRCUIT 80=FIBER OPTIC t IPI 13#350KCMIL.1#201 [CABLE] (CABLE) y [P22] [398141001 1P22A1 [a#a 14100] [P47] [3#1I0.1#6G) j N=ETHERNET [P48] [49600KCM{L.141/00) ait; acrd, U -__-. -.. ...._ - .... - Q�h�-1707P1,R ,tom Fi„ — _ _ r N JL/ EEH ;F uv JULY 2017 — --.. - DURHAM AWWTP ELECTRICAL 48 x - b CON EEH • E500 SODIUM HYPOCHLORITE & ',:-:,rt 8/8/2017 l'' 204' ''; THIS BAR IS ONE INCH �IIwy�L! a`, CIRCUIT CONDUCTOR E`J0� Sc o c.•'SLS -wry:-•1376013 66-E500 WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS NA ° `- y IDENTIFICATION SCALE Ow"'��t slur. Kennedy/Jenks Consultants< 'Irma' ten»uT: xixt c1e J - ww[r.SLS sr:�E Prv• PATE r RPw KV.:RIPTION 2550 SW Hillsboro Hwy- History,Oregon 971239379 421 SW 6TH AVE.SUITE 1000,PORTLAND OR 97204 1,,,,-,• 6823 l-hr,P SIAJAP I I P-95SW`9001A ,/ P-95SW9001B_,7 1"C[P33J - 1'C[P331 9 5001 II b I C),,, �{00FCV5301 /O f.r S-600LIT5301 .--/ - /C-600LSHH5301 /06 O,'_5-600LIT5302 --1C-600LSHH5302 - -'O - ,_ c-600FCV5302 / MIS I - - -P-95XFMR9005 - - - - - - - - - - _ 1"C[P33] - 955(FMR9005 I I 600TAMT2-1 I� 5301 I 660TJB5301 -1 I`6d0YJB5302_, [- 600TJ-5301 -) [--6boTJB630T-1 45KVA�80V I TERMINAL TERMINAL TERMINAL TERMINAL TERMINAL TERMINAL I I 120208V 317 I JUNCTION BOX JUNCTION BOX JUNCTION BOX JUNCTION BOX JUNCTION BOX JUNCTION BOX (ANALOG) (DIGITAL) (DIGITAL) (ANALOG) (DIGITAL) (DIGITAL) L_____,AL4 I P-95DISC909] ---- /C-600LSHH5301 7 -----,C-600LSHH5302; 1-1l2'C(1539] 1'C[C2J 1.C[C2] 1.-35DISc9001 - S 6OflLIT5301 =� C�OOFCV5301 / 7` S-600LIT5302 C-6DDFCV5302 1 C]A1] 1 C[G6] 1"C[All 1"C[CEJ JUNCTION JUNCTION BOX BOX P-600PP5301 ;- - ' 1-112"C(P39] MSC 7r -MSC Ol [ I 301 I 600FCV53001 ] L 600L 175302 J [L 606FCV5302 L _6001515530,1 J 120/208V .. :r POWER PANEL [-`600LSHH53b1 J I_600[SHH5302 I I LIQUIDS TUNNEL LIQUIDS TUNNEL HYPO DAY TANK#1 LIQUIDS TUNNEL HYPO DAY LIQUIDS TUNNEL HYPO DAY 120/208V POWER PANEL 600T5301 TANK#1 FLOW CONTROL VALVE LIQUIDS TUNNEL HYPO DAY TANK#2_ i_ TANK#2 FLOW CONTROL VALVE 1 r h00PP550?� I._a.. 600PP530i I 60U +1 NOTES; 120/208V 120/208V 1E2 PANEL POWER PANEL GROUP CONDUCTORS TO A SINGLE POWER- POWER PANEL O MULTICONDUCTOR CABLE[CC37].ROUTE IN A 0 T FROM CP-9034 TO 6 0 JB530SINGLE 121 C©UDEICABLLES SHOWN ON I P-600155301 -...2' P-600155302 ,' ---/ P$0DP5303 E506.TAG CONDUIT WITH MULTIPLE TAGS AS 'V -[_. 1"C[P2] SHOWN.NOTE THE CONDUCTOR COUNT Lu 1'C[152] 1'.C CP21 -- ---- INCLUDES SPARES FOR.FUTURE USE. � P 600PSHS303 / , cb --`P-bDOPSH53U1 t y' P-600PSH5302 ;' I � _ _ 31q C[ C 2 ] _-_ __ -_,_ ' 374"C[C2] -- -C IC21 GROUP CONDUCTORS TO A SINGLE 600155303-LCS /-� I_60UP5301-LCS I fidOP$9021C5 � ^ `J [_ _I 1_0_, MULTICONDUCTOR CABLE WITH A SINGLE EFFLUENT DISINFECP r 6 -3 t EFFLUENT DISINFECTION / 604PSH5302 [ 600PSHS303 SHIELD]A26).ROUTE IN A SINGLE Z-112EFFLUENT DISINFECTION I 60�SH5301 _.� C-_- __-_. _.J HYPO PUMP#3 HYPO PUMP tit CONDUIT FROM CP-9034 TO 600TJB53U2.TAG HYPO PUMP R1 EFFLUENT DISINFECTION EFFLUENT DISINFECTION EFFLUENT DISINFECTIONLOCAL.CONTROL STATIONLOCAL CONTROL STACONDUIT WITH MULTIPLE TAGS AS SHOWNLOOAL CONTROL STATION - - HYPO PUMP#3 _ HYPO PUMP q1 _ - - HYPO PUMP it2E THE - PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH NOTEES FOR CONDUCTOR URE USE COUNT INCLUDES Fa 0 0 0 0 EFFLUENT DISINFECTION EFFLUENT DISINFECTION EFFLUENT DISINFECTION HYPO PUMP#1 HYPO PUMP#2 HYPO PUMP#3 1t 0 E,- § Co , AN�'`1o1 i 4-. I _7 ..:,,,,,,,,,,o �E U a`" 91201'( L a ERN ' K JULY 2017 - — rxw?.WF stir.:,;1,t scr^ 50 0, 77 -,:-• I r J11EEH * �� DURHAM AWWTP ELECTRICAL '' EGLI N EEH DV• E501 Clean`jy� r SODIUM HYPOCHLORITE 8 CABLE BLOCK DIAGRAMS 1 f'' 8'8!2017 / 4,4 Q °� ' -: WHEN DRAWI©GES FURL JY1dGi JGIYI�J ' Nq E501 h I4 G..SLS ,-,,,,-E•1376013.66-E501 dws oveo..+b...e�et..r. CAUSTIC IMPROVEMENTS 5v SCALE.. Kennedy/Jenks Consultants, I'11°'1�" *,'mimic I °" ''°SLS 6(a.F ocscaiwnra 7550$B HlIsbn o Hwy. 11196bo n,Oregon 97123-93'7 421 SW XIII AVE.SUITE 1000.PORTLAND OR 9 r26 „,r 6823 en;a sr,M�' uEv r [MrE ar.� ww� I NOTES: I - - 600P P5301 - I BOOPP5301 ] 0 INSTALL ONE CABLE IN A SINGLE 11111 I I CONDUIT AS IDENTIFIED LABEL THE 120/208V 120/208V 120/208V SINGLE CONDUIT WITH THE MULTIPLE POWER PANEL POWER PANEL POWER PANEL TAGS AS SHOWN. I ' P-80005304 --7/ P-600P'5305 / ,/ P-600P5306 / 1"C-[P2] 1"C[P2] P-600PSH5304 / -- P-600PSH5305 i 7.P-60DPSH5305.1 M I —..T..5 T. — 1 / 374"C[C2] - - I 600P5305-LCS 1 3/4 C[C2] E600P5306-LCS_I / REUSE DISINFECTION REUSE DISINFECTION EFFLUENT DISINFECTION I 600PSH5304__I I 6DOPSH5305 I r es•. HYPO PUMP 04 EFFLUENT DISINFECTION HYPO PUMP#1 HYPO PUMP#2 REUSE DISINFECTION REUSE DISINFECTION LOCAL CONTROL STATION LOCAL CONTROL STATION LOCAL CONTROL STATION HYPO PUMP#4 - HYPO PUMP#1 _ _ HYPO PUMP#2 I PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH a a 0 EFFLUENT DISINFECTION REUSE DISINFECTION REUSE DISFINECTION HYPO PUMP#4 HYPO PUMP#1 HYPO PUMP#2 I I I I C-600P5306-LCS /C-600P5305-LOS / 60C1,1 -1--3037.L / /, S-600P5306-LCS; /S-600P5305-LCS — --- - 7 S-600P5304-LCS, , S-600P5303-LC z -600P5304-LCS/ t-600(55 /2-LCS/ .,/§-000P5302-1 CB/ 0 2 C[CC37] , — c-60oP5301-LCS c_, --.--,5-600P5301-LOS .,_,, I GABLE TR,kst 2"CICC371 c2) GABLE TRAY 1-1/2 CIA26[ c:_j rS-600P5306-LCS 'S-600P5305-LCS 7 C-600P5303-L CS ;S-600P5304-LCS ' ,C-600P5306-LCS - /5-600P5303-LCS I 'C-600P5305-LCB.i , _ _ 7 C-600P5304-LCS - rc[CC37) C-600P5302-LCS, •- ,_C-600P5301-LCS 7 C[CC37] \11 , ______ t:600P5302-LCS —-/S-600P5301-LCS 1-1/2'C[A261 0 - - [ 600t1B53,01 _} I P22_J I C-600P5301-LCS-- TERMINAL JUNCTION BOX - DI ITL' _ •C-600P5305-LCS/ S-60005301 LCS,- TERMINAL JUNCTION BOX -7 S-600P5305-LCB/ _('k'LOG _ 1 C IC12] 1"O[C121 3/4 C iAlf 3+4'C[Ali C:600P5303-LCS/ S 600P5303LCS-7- , I ,, I - - 1"C[C12] - - - - - - 3/4'C[Al] - - - - irj 1 r -6-00P53-0-17L-C-S_-7-1-1 I 1600P53°1-1 . --i 1 I [61TP5305:LOS:I 1 1 r76:0015301-Lff:71 1 r-60-t50-3.1C77-1-1 I r:.800-T:OZIrLC§71 1 EFFLUENT EFFLUENT REUSE EFFLUENT EFFLUENT REUSE c0 I DISINFECTION DISINFECTION DISINFECTION DISINFECTION I I I I I I I DISINFECTION DISINFECTION 1 I I I .]; HYPO PUMP#1 HYPO PUMP#3 HYPO Pump#1 HYPO PUMP#1 HYPO PUMP#3 HYPO PUMP#1 ie LOCAL CONTROL STATION' 1LOCAL CONTROL STATION 1 I LOCAL CONTROL STATION' 1LOCAL CONTROL STATION1 1LOCAL CONTROL STATION I 1 LOCAL CONTROL STATION 1 CI 'C-600P5302-LCS -- C-600P5304 LCP 7— --.- •C-600PS306 LCP S-600P5302-LCS - S-606P5304-LCS 7-- -• ,S-600P5306-LCS ' 1'C[C12] 1 C[C12] 1 C1C12] 3/4'C[Al] 314'C[Ali 3/4"C[Al] - E 111 Et 1 IL-_-6-00P5.°271- 1 I I ] 600P5304TLCS7-11 I E -600P5.3LO-S_J-1 1 [---66.Tp53cLY-Ls-I 1 I C _t- O4 LJ I 1 I 606P5306-ICS 1 I 0 EFFLUENT EFFLUENT REUSE EFFLUENT EFFLUENT REUSE IcS I DISINFECTION I I DISINFECTION I I DISINFECTION I I DISINFECTION I I DISINFECTION I I DISINFECTION I 1E HYPO PUMP#2 HYPO PUMP#4 HYPO PUMP#2 HYPO PUMP#2 HYPO PUMP#4 HYPO PUMP#2 C'' LOCAL CONTROL STATION I I LOCAL CONTROL STATION1 !LOCAL CONTROL STATION 1 I LOCAL CONTROL STATION 1 1LOCAL CONTROI STATION] I LOCAL CONTROL STATION z - _ _ _ _ _ _ _ _ _ _ _ 0 i I fi EFFLUENT DISINFECTION HYPO PUMPS#1-4& REUSE HYPO PUMPS#1-2 EFFLUENT DISINFECTION HYPO PUMPS#1-4& REUSE HYPO PUMPS#1-2 tt, !4 ....s.,- ''.1rp,s, / O 47"0.‘01 4-4,,5,0 s 1 19/. I - 4 rl- 1-..tJ JLJEEH 7,/,i JULY 2017 FR,-,AML .`,1-TEi I, _kfi f" 51 -, 77 WO.. 'Cr/ 1111 --•-- DURHAM AWWTP ELECTRICAL E 502 SODIUM HYPOCHLORITE& CABLE BLOCK DIAGRAMS 2 017 DAT]. ' THIS BAR IS ONE INCH CleiniWaberir'Seavices __-- _ CAUSTIC IMPROVEMENTS E502 4442.17, c, ' ',1Y7.17V1' T, I "c; c',,,,SLS -ND'-E•1376013 66-E502 dwg WHEN DRAWING IS FULL _ _ Oar assasoltarost is class ,,r-os iNLA • cY3SCALE Kennedy/Jenks Consultants, ISIBIBBNI DE L 96 91 2,213 I — --,c SLS ,7,-- 6823 co PE,• IL•Li 0••• AV,13 DES,....IP,15N 2'60 SW Eldisbfrolivo Halsbot,0 ro9on 97123 9%'9 421 SW$111 AVE SUITE 1000 PORTI.AND OH 9,204 ,11,-,• LL.e.,,&VP d... I NOTES: I - 1 750LCP5501 I 0 1 750LCP5501 f [ 751-9-CaT67-101 11-w55T1-1 SOLIDS BUILDING USE EXISTING CONDUIT/FLOOR SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING PENETRATION FOR CABLE ROUTING PLC PANEL PLC PANEL PLC PANEL PLC PANEL I / P-930AIT4101 -/-- . -7/ S-930A1I14101 / -3/-4"CIC4] /137-930A-IT4102-71 , /-S-930AIT4102 „ 3/4"C1C41 / - S P-7'750LCP5501 / / C-930FC-V5301 ,,/ ,/C-930FCV5361 7 3/C C-IP-2j 31C C[P2] --- 3/4 C[C6] NC C IC21r C[P2 P.2)0 C. 1 n n n n n n§nOrniWILL:i I --. --M S C JUNCTION JUNCTION---MSC — BOX BOX r ?5°,,,t•C •P75117-771 E 030ECV5301 1 r-930LSH53071 SOLIDS BUILDING . I C. L: poAtaioi j C. MSC E1.9TOAE4102-1-1 PLC PANEL _ SOLIDS BUILDING SOLIDS BUILDING ODOR SCRUBBER ODOR SCRUBBER HYPO DAY TANK#1 HYPO DAY TANK#1 TOWER DUAL ANALYZER#1 TOWER DUAL ANALYZER#2 SOLIDS BUILDING FLOWCONTROL VALVE HI _ I LEVEL SWITCH GH (pH p)/OR _. _ . . __. _ (pHIORP) PLC PANEL POWER _ I [1 7501..CPY5701 SOLIDS BUILDING L 750LCP5501 1 SOLIDS BUILDING PLC PANEL - PLC PANEL I , . . , --, ; /NTO i 50LCP5501, P-930P5301-LCS/ i•S-630P5301-1CS/----.- --*---./C-930P5301-LCS/ l'P-:930P5501-LCS/ •/ -03-fift6601---LOS7 .- -/C-936P5501-LCS/ ,NFR750LCP3501/ _ ____,. l'C[P2] 3/4"C[A21 -I-CIC12] 1"C(P2) 3/4"-61W21 1"5[C12( /NTO 750LCP'3501/ *--/NER 750LcP5501-1 I , / C-930PSH5301 ,7 - - : 3/4"C[C2I , / C-930PSH55011/ - - / 3/4"C[C2] 3/4."C[N] Q i E.:93015.5*-LCSA ;' Enbanoi-L0-1 SOLIDS ODOR CONTROL it E930PSFI53,011 SOLIDS ODOR CONTROL io 1-9MPS145-5-61-1 Ca._707ccet.0117 ] I . HYPO PUMP#1 LOCAL CONTROL STATION - - SOLIDS ODOR CONTROL HYPO PUMP#1LOCAL CONTROL STATION - - SOLIDS ODOR CONTROL CAUSTIC PUMP#1 SOLIDS BUILDING PLC PANEL 1 • PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH - 1 I 0 SOLIDS ODOR CONTROL HYPO PUMP#1 1 0 SOLIDS ODOR CONTROL CAUSTIC PUMP#1 SOLIDS BUILDING PLC PANEL _. (NETWORK CONNECTION) _ _ __ . _ . _..._ ..._ I 1 750LCP5501 1 LL754-6p5501--i - E:rfacp56--dr-i - j 7-7-5W CP-6.s o 1 SOUOS BUILDING SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING • PLC PANEL PLC PANEL PLC PANEL PLC PANEL _ - i 'i n .-... /C-900LSHH5301,/ I •o I 2 , 1"C IC21 .. ___. . ._______ _ . . 'P-930P6302-LCS' .S-930P5302-LCS! •- ,_. ... --.• LC-930P5302-LCS 7 7.P-530P5502-LCS/ /5-930P5502-LCS/ .-- --/C--93-0P5502-LCS/ _ _ ,..6 .1"C[P2I 3iC C[A71 1"C[C-12) 1"C[P2I 3/C C-[A2-[ ---- -- • C-930FS5501 to 1"CCI?] /1 S-900LIT5301 / •••-•- <•6 1"C 1A11 314'C-1C21 IEI JUNCTION 0 t‘:...; 1 -/-1-930PSH5302 / .--; C-930PSH6502 .•' BOX 314"C[C2] - - ,' 3/4"C[C2] c) -.... MSC L,93.0P8502-LCS___1 ia [793..0156-36-2-71;a11 , , . E SOLIDS ODOR CONTROL , I'm-(boP' .I --j SOLIDS ODOR CONTROL f L0PS1-15502_,j [_____kibriTT61 ] L, __9:.7r$5501 1 HYPO PUtvIP#2 CAUSTIC PUMP#2 I LOCAL CONTROL STATION SOLIDS ODOR CONTROL SOLIDS ODOR CONTROL LOCAL CONTROL STATION - HYPO PUMP#2 _ HYPO PUMP#2 a _ _ P. PRESSURE SWITCH HIGH PRESSURE SWITCH HIGH 1:901-§r-F06,301 1 GRAVITY PIPELINE 8 ._. O FLOW SWITCH --E- 0 0 SOLIDS BUILDING HYPO DAY TANK#1 I 42 SOLIDS ODOR CONTROL HYPO PUMP#2 SOLIDS ODOR CONTROL CAUSTIC PUMP#2 _ I I -.7 _ 19. I O 2 - - - :-•w_-, `, ?' '4 ',-- LPN JuEEN ;74 JULY 2017 PPOJ VVAAKI :-,,E IT TITLE S4-3,Er 52 , 77 ilmomen DURHAM AWVVTP ELECTRICAL ,',1 mi.EEH '"'"'-'•• E503 SODIUM HYPOCHLORITE& THIS BAR IS ONE INCH CleanWder- rServices CABLE BLOCK DIAGRAMS 3 ' E503 ___ I ,r-s Pi,'SLS r....,..o FILE 4 1376013 66-E503 dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS PL 2a NA l-N SCALE Our omowithrwitt ta dews Kennedy/Jenks Consultants:: Iowa 111.t: Niminis APPD SLS SCALE C''''''' 6823 . ENG.1.STAMP CO REV t D47E ORN RPM Ek.SCRWTK,S1 2550 SW Hillsboro Hwy FhlIsbare Oregon 97123-9379 421 SW 6T1-1 AVE.SUITS 1000 PORTLAND OR 97204 PRO!# 1 ______. _ 1 - 0 NOTES: 1---7615053ni1 SOLIDS BUILDING , - EXISTING CONDUIT AND CABLE MAY BE REUSED IF IT MEETS NEC PLC PANEL REQUIREMENTS FOR SIZING I 0 0 ..-.4 --/P-800P5301-LCS/ /S-810P5301-LCP/ ft- .— , . ._ 1'C[P2] i/4'C[A2) ...., .-.- 2(1-810P5301-LCS,/ 3/4"C[C12) - --/-C-930LSHH5501 : F I: C-930LSH5501 / / S-930LIT5501 1C(C2) 1"C(C21 C[P2) 11 •-• " /1"..NASSIGND/ 3/4" 1"C[Al] JUNCTION I / 2' C-653017 MSC 3/4"C C2I 1--6710P$301-1a-1 / 1 ' JUNCrioN BOX —MSC BOX LIGHT Ats7:71 LOCAL CONTROL 1.11MBEINIO RECEPTACLE STATION L, 8110P H5301 - EXCESS FLOW HYPO PUMP#1 PRESSURE SWITCH 1 0 [ 00LSHH5501 L-----930-LS1-15501 1 , - SULFURIC ACID TANK 0 HIGH LIGHT& RECEPTACLE I * EXCESS FLOW HYPO PUMP#1 CAUSTIC BULK TANK#1 E _ 1-7501LCP5501 11 I SOLIDS BUILDING PLC PANEL 750L015-5-0-111-1 ....._ SOLIDS BUILDING PLC PANEL 0 0 I --.- /PLC,S,/ /S-310P5302-LC,S/ 1'C[P2] 314"C[A2] -----"C-810P00L-Lps,/ 3/4"C(C12) /C-99TP5503RCS/ 4-.. 1"C[C2] 1C[C6] -•••----/ C-93.TECV5501/ 1IC T -800P5307- * TLCL-731540,F ;./g/1_,,' .., C-310PSH5302OMF I / IFI- !--6i0P5302- I C 21 1: 3'4. IC L py.5,01-1. 11 750E-eV490-1--1 LOCAL CONTROL STATION L 510PSH5302 [1-99TP550312CS1 EXCESS FLOW I 0 HYPO PUMP#7 PRESSURE SWITCH HIGH LOCAL CONTROL STATION SULFURIC ACID PIPELINE FCV TO CENTRATE CAUSTIC GRAVITY PIPELINE FLOW CONTROL VALVE TO SRF WETWELL 1 EXCESS FLOW HYPO PUMP#2 — --- - - _ _ _ - SOL 1 0111-1 11T 750LC05501 1 . SOLIDS BUILDING SOLIDS BUILDING [1111.,5, :---1 E SOLIDS BUILDING PLC PANEL PLC PANEL PLC PANEL F ---C-750LSH1-14901 - --. / C-7511ILSH4901 , I P-750P4901-LCS/ .1S-7-50P49014_CS„I .- -/C•750P4901-LCS/ . •/,1, I"C[P21 3/4"C[A2] l''C IC121 / S-750LIT4901 1'C[C2] 1"C[C2] C-750FCV4902 / PD 314"C[C6] 1;' 1"CIA.11 JUNCTION IS UNCTION BOX F Box rer C-750PS1-14901 / MSC 6 : 3/4'.C 102] MSC o r7:ST.F5TSTilTf.ccSTi : 0, _ . ,-------_7,5p F c v490?, .] L. 7500114901--I 1---7-5111111S111-4-9,01 „,-1, , E LOCAL CONTROL f I 2 STATION '14 I:—750P§1-PP01711 n — CI SULFURIC ACID PUMP 1c). PRESSURE SWITCH 2 I 750LSHT-I490-1 SULFURIC ACID PIPELINE t 0 HIGH . FCV TO CENTRATE I SULFURIC ACID METERING PUMP#1 WETWELL 2 0 SULFURIC ACID BULK STORAGE TANK#1 i I a ... Z.Z' ,'':'4: F .0 2 PP,D2 NAVIE 40-IFET TITLE qt1FE-7 53 ,C.T. 77 1.-.444 CL CPS JuEEH 11,111?: JULY 2017* 1111111111111=1111111111 DURHAM AWWTP ELECTRICAL e4 ",-,EEH "T•s" E504 SODIUM HYPOCHLORITE& 8/8/2017 ' 4 1 • T' THIS BAR IS ONE INCH aeanWder-irServkes CABLE BLOCK DIAGRAMS 4 CAUSTIC IMPROVEMENTS E 504 2— c...,SLS I t. A.'"*"SLS CAE'',±.137601 166-E504.dwg s"TALE WHEN DRAWING IS FULL SCALE Oos coutaitment is dear Kennedy/Jenks Consultants, KC# NA Iowa am csivzoe] c-As 6823 REVS DATE DRN •FPf) DESCRIPTIDN 2550 SW Reser:no Firey Iritilsboro,Oregon B7123-03:5 421 SW 6TH AVE SLATS 1000,PORTLAND OR 91234 PPO:• ER STOP Amommumm I I I I P-7 5 0 VVH T R 4 2 0 1 7- - -/ P-750TJB20 1-1/2"CIP38] ]_P-750VVI-ITR42021 : om - 1-1/2"C(P38] FY:Erion-R53,017 .- 1-1/2"C IP38] 15-816MTR4-2() ? 1-1/2"C[P38] .- 42J ---..- 7 P-750TJB4201 1"C[P3) /- .- / 10 41 - 1"C(P3] P-8TJE320 .-- 1"C(P3] - - - I. 750VVHTR4201 I 1_250WH R4202 I I, 600W1-1TR5301 I L 8101M-ITR4201 r751' 1"121- r- - ,-..,„. , -1 i al OTJB4201 I WATER HEATER WATER HEATER WATER HEATER WATER HEATER HEAT TAPE HEAT TAPE HEAT TAPE I - - - - POWER CONNECTION BOX POWER CONNECTION BOX POWER CONNECTION BOX SOLIDS BUILDING DEWATERING LIQUIDS TUNNEL CHEMICAL BUILDING EXTERIOR SOLIDS SOLIDS BUILDING CHEMICAL BUILDING HYPO ROOM CENTRIFUGE ROOM WATER HEATER WATER HEATER BUILDING _ HYPO ROOM I WATER HEATER WATER HEATER HEAT HEAT TAPE HEAT TAPE TAPE I - I I r 60OPP5301 120/208V POWER PANEL L'_. 60OPP5301__ J 120/208V POWER PANEL r- 750LCp5501 I SOLIDS BUILDING PLC PANEL - 0 {S-600A1T8601- /0- • / S-600AIT8601 , -0--, C-600LSH5304 -0 C-600FS4201__,' 0 I - _ r—6001-J05301 1600TJB530i 1- - r- ° r_ SOOT-J85301 _1. 1 S 930AIT5301 j, - - TERMINAL TERMINAL TERMINAL JUNCTION BOX JUNCTION BOX 1' JUNCTION BOX C[Al] [ 600TJB5301-1 LDIGITAL) I - - -(DIGITAL) / (ANALOG) _ :/S--sooAl rmoi4 cC-600F54201 ' 1P-930A1T530CIP2]1-LC : " TERMINAL JUNCTION BOX ,S-600A118501-1.CS (DIGITAL) _ - - P-600AIT8601 , 1'C[A2) -P-600AIT_5301-1-C7 1' C fA2] - - I , 1"C[P2] 1"C[P2] r]: :936-Ai-Inti11 / c- 00i_si-i504 3/4"C(C2) I 600A8601 IT _ :j 0 S60 LIQUIDS TUNNEL i f - 64AE -1711 [ 00A1T530r 600A LIQUIDS TUNNEL —6. 1 ---i LIQUIDS TUNNEL 11-530_1 __[ DRY POLYMER ROOM J LIQUIDS TUNNEL CL2 SENSOR _ ! 17-3 ,-rs42T-7_ --- c-600vL4201 H2S SENSOR H2S SENSING ELEMENT (.L2 SENSOR , CL2 SENSING ELEMENT ' 3/4 C[C21 - MSC - MSC - I --•----C-6U0AITI1601-LCS - -600AIT 5301-LC S -.--/C-930AIT5301-LCS' 6000E15301—I 1 r--TiCieLaTci--c--_-] -C[CA) 1"C[C4] LIQUIDS TUNNEL LIQUIDS TUNNEL E SUMP..... EYE WASH STATION I '8 .••.frpWcii-cal re;o0Arrnal-Lcs-1 I 030Art-53OT=LCS1 SWITCH HIGHP LEVEL H _ _ I FLOW SWITC CONTR0E-S7TATION CONTROL STATION CONTROL STATION "? AND STROBE LIGHT 10 (TYP OF 2) (TYP OF 2) (TYP OF 2) ID III , 0 (0 – 3 0 .. t-600AIT8601-LCS -C-600AIT530145B -0 /C-600AIT5301-LCS - -C-930AITS301-LCS NOTES. .., l'C[C5] 3/4"C[C2] 1-C[C51 1'C[C51 % (7) POWER FEED TO WATER HEATERS IS - - v--'' TO BE DETERMINED I:.1 GO/NOGO LIGHTS HORN p GO/NOGO LIGHTS GO/NOG°LIGHTS "6_ HORN SILENCER - HORN HORN 0 GROUP CONDUCTORS TO A SINGLE OF 2) (TYP OF 2) (TYP OF 2) MULTICONDUCTOR CABLE[CC37)INCLUDE r, - - CABLES SHOWN ON E501 SPARES ARE I 2 0 INCLUDED. ROUTE IN A SINGLE 2-1/2" LIQUIDS TUNNEL LIQUIDS TUNNEL SOLIDS BUILDING HYPO ROOM _ _ CONDUIT FROM CP-9034 TO 600TJB5301 TAG H2S SENSOR CL2 SENSOR CL2 SENSOR CONDUIT WITH MULTIPLE TAGS AS SHOWN 2 INSTALL ADDITIONAL HORN SILENCER AT THE fa 0 SOUTH END OF THE LIQUIDS TUNNEL BUILDING I - --- ONLY REFER TO E202 .... t i 2 °- L.,"JUEEH -,,':','; JULY 2017 _ _ PRO:ASAlt ,-Itrr,11, S.-•,E.T 54 "I 77 lrn, • Ava D PROF(1, _ , _ , ____ .,_ C.7.1 — INIMI — -- - DURHAM AWVVTP ELECTRICAL - - " ,'-',"EEH Dw",,, E505SODIUM HYPOCHLORITE & -.2 8/8/2017 „_ THIS BAR IS ONE INCH CleanWaterServices CABLE BLOCK DIAGRAMS 5 ' ' '' SCALE CAUSTIC IMPROVEMENTS E505 F, ,SLS C•4 k'P°SLS I — C.A.r,LL01376013 66-E505 dwg ,C.,/ WHEN DRAWING IS FULL Oar comarttarsat Is dew Kennedy/Jenks Consuttantsc nc• NA IontiNk)FL cOgIns I CO 4F•ft CA,E DRN 4.F,'D DESCR,90`. 2550 SW H,Ilstorp Hwy Hdsbaro Dregon A iI23-9379 421$W 6TI-1 AVE SUITE 1000 PORTLAND OR 97204 -Ns 6823 ..%,),. I . . r C-810FS4201_,/ .-. --/,_C-810FS4202 7 ---zit--filoFt4-io--- / - / C-810FS4204 i zC-Z410CFS41c22015 ,/ ---/ C-810FS4206 /7 3/4"C fC2] 3/4"C[C2] 3/4"C(02) 3/4"C[C2] 3/4"C[C2] ' I 816F,S4202__1. E-810FS4201 1 ,, i4203 -3 1_ ; •• • e / C-810y14201 / 3/4"C[02] / C-810YL420_2 / 3/4"C[C2j / C-810YL4203 / , 3/4"C[C2] / c-810.1.14204_/ 3/4"C tc21 1.--TiTr*T6C---1 C4ioyL42051 i 3/4"C[c2} 7,_,8Cio_8F iS4ost' IL4206-1/ 3/4"C1c21 [ 810VL4201 1 r----81--ffila-I r 6 1 ovo —i j '8']0Y14204 1 ;11 t.- t• -1 I 8i orL420,6 j CHEMICAL BUILDING CHEMICAL BUILDING CHEMICAL BUILDING CHEMICAL BUILDING CHEMICAL BUILDING CHEMICAL BUILDING EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION _ FLOW SWITCH#1 FLOW SWITCH#2 FLOW SWITCH#3 FLOW SWITCH#4 FLOW SWITCH#5 FLOW SWITCH AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT . . . I 1--- 750ic P5501-3 750LCP5501 SOLIDS BUILDING PLC PANEL 1-75-01 -1 SOLIDS BUILDING PLC PANEL L:750LCP5-551-1 SOLIDS BUILDING PLC PANEL 1. 1 SOLIDS BUILDING PLC PANEL 1----T5OLCP5soi 1 L 750LCP5501 I SOLIDS BUILDING SOLIDS BUILDING PLC PANEL PLC PANEL I ---/ C-7-50FS4203 / / C-7505S4205 7 50FS4 3/4"C[C2) --.7' C-750FS4204 z 3/4"C[C2) 3/4'C[C2] C-7206 / C750S4207 i 3/4'C[C2] .- ,/ - F 3/4"C[C2] i C-750FS4208 / 3/4"C[C2] _75074871 [-7750FS4203.,j r-._ 750FS4204 -1 L:7sOFS426-6 1 L 706, j I 750F§4207 1 C-750YL4203 / -/ C-750YL4204 / -/ C-750YL4205 / I C-750YL4206 / !" C-750YL4207_,./ C-750YL4208 3/4"C[C2] 3/4"C[C2) 3/4"C[02] 3/4"C[C2] 3/4"C[C2] 314"C fC21 [7, 750YL4203 A [ 750yL4204-1 [ 750YL4205 :'i C, C47667.---i L. -•:,- 0ec4gp-i_-_—_-] .1-L-7 77WL-4208-71 SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING SOLIDS BUILDING SOLIDS LAB EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION EYE WASH STATION FLOW SWITCH#3 FLOW SWITCH#4 FLOW SWITCH#5 FLOW SWITCH#6 FLOW SWITCH#7 FLOW SWITCH#8 AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT AND STROBE LIGHT _ ------ i 1 _ i - [-TgoiCP5501 -,] _ 150LC' 0171 id SOLIDS BUILDING SOLIDS BUILDING 6 PLC PANEL u) -T.' .c..810FS4207 ' / C-810FS4208 / PLC PANEL ,_ e) if;1"C[02) 3/4"C[C2] I :-S' ,,, -..--. P-750SH4201 .' / C-750FS4202 / --...---/ P-750SH4202 :,- L- 810rs4207:71 ---/ C.7501-S4201 - - ' --- - : . L.,,,810FS4208 J,:l 1"C[P21 3/4-C[C2) 1'C[P2,P3] 0 c) 3/4"C[021 c, ,-- 0-810YL4207 ,. ' - 6 3/4"C[C2] / _C-610yL4208 ..." [7:1 7'5,07SH.42011:7771"4-2,„] [1:7 5-661 _.j 3/4"C[C2] SOLIDS BUILDING EXTERIOR 2 I—.8:10,,,4,.2.97_.....1 HYPO ROOM SOLIDS BUILDING 41 1_tii oyL4248_I EYE WASH STATION 1 EYE WASH STATION I2- g CHEMICAL BUILDING CHEMICAL BUILDING SOLIDS BUILDING SOLIDS BUILDING EXTERIOR SOILDS BUILDING EXTERIOR SOILDS BUILDING EYE WASH STATION EYE WASH STATION HYPO ROOM EYE WASH HYPO ROOM I c@ CAUSTIC SYSTEM) (@ CAUSTIC SYSTEM) 45 FLOW SWITCH#7 FLOW SWITCH#8EYE WASH STATION EYE WASH STATION EYE WASH STATION I AND STROBE LIGHT AND STROBE LIGHT STATION FLOW SWITCH i 1 1_ J.,_ FLOW SWITCH . -"?:? ___ _ _____ _ gi D NOTES: 0 120V AND 240V POWER IS ROUTED TO THE EYE WASH STATION FOR I d POWER TO CONTROLS/LIGHT AND HEAT TAPE _ _ 4, 9127:11.!..• T., - °- DRN JLIEEH °,:•IIII] JULY 2017 PROJ N.01- ";:.,i1,,IT,I ,t-Itl-' 55 0, 77 ,,,,,t,. (7, - INMMIIN. DURHAM AWWTP ELECTRICAL s..i (4,N EEH "`" E506 -- — - - SODIUM HYPOCHLORITE& ,-L„-;',. 8/812017 /„.,•-•, , oncoN 4> ,1 CABLE BLOCK DIAGRAMS 6 E506 / ..;,„.., I,- - iir: 04 SLS I g - Ap. po.616 ,...k.,..,f 'AD 1,',.1376013.66-E5D6 dwg THIS BAR IS ONE INCH WHEN DRAWING IS FULL SCALE. . CleanWieri;ervices 0..oissaiturinat is a. CAUSTIC IMPROVEMENTS Kennedy/Jenks Consultants, NA IL rrdm ok't 0611Dtle18 I on ei-es ors: (AN 4E.E o5ncsnenrer 2550 SW Hillsboro Ken' Hinsboro,Oregon 97123-.93 Te 421 SW 6111 AVE.SUI TE 1000,PORTLAND OR 9/254 ‘,;;E:L 6823 Sege 5rnen, — I , INSTRUMENT SYMBOL IDENTIFIERS FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT . J-3 -J-4 J-5 J-1: IDENTIFICATION LETTERS(SEE TABLE BELOW) J-4. FUNCTION BLOCK(SEE TABLE BELOW) III ORIFICE PLATE II FLANGE , I MIXER (1,1-0 I..J-2 ) ----'.1-6 J-2: LOOP NUMBER .1-3: VENDOR DESIGNATOR(NOTE 3) J-5: PANEL NUMBER * 0. 111 SINGLE PORT PITOT TUBE [XI GATE VALVE rACI GLOBE VALVE III UNION .1-6HANDSVVITCH DESIGNATOR(SEE BELOW) , 1 • '-- OR PITOT-VENTURI TUBE CI :; K> PLUG VALVE I I Y STRAINER FI FIRST LETTER SUCCEEDING LETTERS —)=1 - - VENTURI TUBE N......1 CHECK VALVE MEASURED OR INITIATING VARIABLE I MODIFIER -1-1 I READOUT OR PASSIVE ; FUNCTION OUTPUT i FUNCTION MODIFIER - - —2-10.- AVERAGING PITOT TUBE . 79 PINCH VALVE 151 DIAPHRAGM VALVE = I-T-I FLOW STRAIGHTENING VANE TEE 1 (i-1.10 VERTICAL TURBINE A ANALYSIS !ALARM 1 .....,.... -3 SCREWED CAP , PUMP -r r. FLUME B BURNER,COMBUSTION i USER'S CHOICE USER'S CHOICE USER'S CHOICE ...-^,.., l''......I BUTTERFLY VALVE . —D WELDED CAP . I 1 C USER'S CHOICE ) D DENSITY 1 E VOLTAGE 4 d DIFFERENTIAL , i DAMPER CONTROL , I SENSOR(PRIMARY ELEMENT) I CLOSED 1 --ti —L-1,— WEIR 101 BALL VALVE HI BLIND FLANGE . ' , FA TURBINE OR PROPELLER-TYPE SUBMERSIBLE PUMP F FLOWRATE • RATIO(FRACTION) III - , Ko i BALL CHECK VALVE PRIMARY ELEMENT ID REDUCER C .) G USER'S CHOICE H HAND GLASS.VIEWING DEVICE it THERMAL MASS FLOVVMETER (COCK) I r I CURRENT(ELECTRICAL) i I I INDICATE !-- HIGH - POSITIVE DISPLACEMENT TYPE PRESSURE REDUCING REGULATING VALVE HOSE BIBB CONNECTION PUMP BLOWER 1 ' ..,---.,, .._.)..) POWER SCAN . I --I --g a. FLOW TOTALIZING INDICATOR SELF-CONTAINED : CC1 EXPANSION JOINT ..1 (2)1 PUMP K TIME,TIME SCHEDULE TIME RATE OF CHANGE !CONTROL STATION t=i FLEXIBLE COUPLING L LEVEL - ) 1 ! ; i LIGHT 1= ---4-- 1 LOVV VORTEX SENSOR 1-2 - TARGET TYPE SENSOR BACK PRESSURE REGULATING VALVE, M MOISTURE MOMENTARY MIDDLE, SELF-CONTAINED . • it:t .-Lis, FLANGED COUPLING ADAPTER INTERMEDIATE FLEXIBLE HOSE CONNECTION 1.- 1 PRESSURE REDUCING REGULATOR WITH H METERING PUMP N +USER'S CHOICE IUSER'S CHOICE I USER'S CHOICE USER'S CHOICE - EXTERNAL PRESSURE TAP SLUICE GATE OR SLIDE GATE -,- O USERS CHOICE 1 ORIFICE,RESTRICTION • OPEN --LID FLOW NOZZLE .INTEGRATE,TOTALIZE P PRESSURE VACUUM , I POINT(TESTI CONNECTION I I . 3-WAY VALVE i 0 MAGNETIC FLOWMETER 14 4-WAY VALVE ---1,,,,,,, DRAIN 1 ; i 11_JAAAA PPRUOMGP O QUANTITY RESSIVE CAVITY R RADIATION 1 ;RECORD 1--- 0.- SONIC FLOWMETER I L . ANGLE VALVE DIAPHRAGFA SEAL 5 SPEED FREQUENCY I SAFETY I SWITCH i r‘-'4 I T ITEMPERATURE U MULTI VARIABLE V VIBRATION , ; ;MULTIFUNCTION TRANSMIT MULTIFUNCTION VALVE DAMPER, MULTIFUNCTION ,..---- ..,, { : 'i',— ROTAMETER ._. ._.• IA, PRESSURE RELIEF VALVE `‘,..--,', 1 i RUPTURE DISK,PRESSURE 8 ROTARY PUMP >11 *FC=FAIL CLOSED LC=LOCKED CLOSED ,--• -. RUPTURE DISK,VACUUM I MECHANICAL ANALYSIS ; OR LOUVER _, -, VALVE INTEGRAL .., , IA VVEIGHT.FORCE WELL X =UNCLASSIFIED Y 'EVENT,STATE, PRESENCE x Axis4 Y AXIS [UNCLASSIFIED - - _UNCLASSIFIED LA RELAY COMPUTE, LINESSHADING=CONVERT UNCLASSIFIED 411 CLOSED DURING NORMAL OPERATION 2 10- - • I . INDICATES PORT CLOSED DURING J, THERMOMETER WELL = , DIAPHRAGM PUMP NORMAL OPERATION DOT INDICATES PORT = = .. I , CLOSED DURING ALTERNATE OPERATION Z POSITION. Z AXIS I DRIVER,ACTUATOR — 11... MAIN PROCESS DIMENSION UNCLASSIFIED FINAL ' a SECONDARY PROCESS I = CALIBRATION CYLINDER VALVE OPERATORS . . .._ I [ ____ CONTROL ELEMENT , , , I 2+A '; REFERENCES LEAVING SHEET ' ' ' ,„ LOOP DIAGRAM BLOCKS i 7 CYLINDER PRIMARY LOCATION l AUXILIARY LOCATION LINE CONTINUATION , DIAPHRAGM — PULSATION DAMPER GENERAL INSTRUMENT OR . NORMALLY INACCESSIBLE 1 --"-- OPERATOR : ! FIELD MOUNTED ACCESSIBLE TO I ACCESSIBLE TO TO DRAWING REFERENCE DIAPHRAGM FUNCTION SYMBOLS , OR BEHIND THE PANEL .___ I DISCRETE INSTRUMENTS ,.._ ,., .., OPERATOR 1 OPERATOR --... =,` - \ , i % - , : A 1 I...i , , , , REFERENCES ENTERING SHEET : BPARLAESNSCUERDE s 1 SOLENOID 01 AIR RELIEF VALVE AIR SUPPLY \-_--Y k - FROM DRAWING REFERENCE 1H",, MOTOR (s-v) SOLENOID VALVE i ,,-7-----':, LINE CONTINUATION SHARED DISPLAY I-----] ---) (-----_,- li , I I SHARED CONTROL COMPUTER FUNCTION ... . . - , _L ,, _ ;.:' ' , 24" BW I PIPE SYSTEM PIPE SIZE IN INCHES _. ___ TYPICAL CONNECTION _, -- --- __. ---. ,..... 1 AIR RELEASE LEVEL PROBE L _ _._ . _VENT ,, s . PROGRAMMABLE ' 7 " r ---,_,,__,— IN-LINE DEVICE 111.'':-.;,,----1'.,:1 . . A ----------- ELECTRICAL SIGNAL 4-WAY VALVE Ln LOGIC CONTROL .11 • ' 1 I. ,`..J \-„/1 _ , r I --, •_. , ... - SOFTWARE OR DATALINK , 1 '- J-4 FUNCTION BLOCK DESIGNATORS I J-6 HANDSWITCH DESIGNATORS f r — ETHERNET L ACTUATOR I I DIRECT CONNECTION TO PROCESS r F CYLINDER ' 1 SIGHT GLASS ., 1 110A HAND-OFF-AUTO LR LOCAL-REMOTE --' .4-- PNEUMATIC i. ei 7, SUMMING l'1- ROOT EXTRACTION I I ; HOF? HAND-OFF-REMOTE OC OPEN-CLOSE =. - - i , HYDRAULIC , STATIC MIXER . . . I § ...... . . DIFFERENCE ,-1 SQUARE ROOT F-R FORWARD-REVERSE OCA OPEN-CLOSE-AUTO , x CAPILLARY TUBE , TEMPERATURE ELEMENT IK,M ,--, 1-0 ON-OFF AAA AUTO-MANUAL , WITH WELL EDUCTORANJECTOR Tr- _ INTEGRAL x''I EXPONENTIAL ',„ ._, E LECI ROMAGNE1 IC c., .. 1 c..3 OR SONIC(GUIDED) , INTERLOCK NUMBER IS THE NOTES INSTRUMENT SERVICES I El _ ....., L., DERIVATIVE -,, HIGH SELECTING ' . , CROSS REFERENCE TO A SPECIFIC 1 THIS ISA GENERALIZED LEGEND SHEET AS„,- INSTRUMENT AIR SUPPLY(NOTE 4) , .• MULTIPLYING i-..1 LOW SELECTING MECHANICAL ELECTRICAL RADIATION OR SONIC SENSING --::i-, -,. * , ELEMENTARY DIAGRAM OR TO A __ -.) SPECIFIC CONTROL STRATEGY 2 SEE ALSO ISA S5 1 S5.3 AND 57.3. O Es..,_ 120 VAC ELECTRICAL SERVICE , , '. DIVIDING -- BIAS (DIFFERENT VOLTAGES ARE SPECIE ICALL Y NOTED) I , I , DESCRIBED IN THE SPECS 3 INSTRUMENTS MARKED WITH AN 2 OR al CONNECTED --+-- C' I F, I__ . E- vOLTAGE •,,,1 NONLINEAR OR --- UNSPECIFIED FUNCTION H- HYDRAULIC 1 PLC INPUT/OUTPUT r I I I I ' , FILLED SYSTEM, -.-1 , AV)AIR VALVE T- TRAP : F- FILTER FH-FIRE HYDRANT _. ASTERISK ARE FURNISHED VV1TH THE EQUIPMENT 4 REFER TO ISA RP:7 FOR INSTRUMENT NOT __ __ DIAPHRAGM SEAL CONNECTION WATER LINE AIR QUALITY STANDARDS o I.. CURRENT 0- ELECTROMAGNETIC.SONIC _,.., DISCRETE INPUT 4. ANALOG INPUT 1 I CONNECTED -I P- PNEUMATIC R- RESISTANCE(ELECT) I I I , I 8- 1 A- ANALOG B- BINARY D• DIGITAL i ,.. , , GRAVITY FLOW TiI 1 `,' DISCRETE OUTPUT ,,, ANALOG OUTPUT I tl I r I i _. LEVEL TRANSDUCER I ',.•?,..i 1 __ [ i : ../ Li I 4!20TEF • • ' - - _ , - .- a- F•••,JUEEH rr),M JULY 2017 PRO .*Y, 5,4171 TIN 1 SNCE I 55 0. 77 PArcrl : 7 CV EMIEM DURHAM AWWTP PROCESS AND INSTRUMENTATION — C,1 ,, ., ''. 4REGON EEH DW:'• 1001 81812017 SODIUM HYPOCHLORITE & SYMBOLS AND _- 1001 . _ E, 6823 THIS BAR IS ONE INCH SLS VV ▪ AvFA,as !;,CA,VAL.1376013 66-1001.dwg ...,.,1,-: I • 0.aHDRAWING EN IS FULL SCALE CleanWaterServices Oar iteamilmaat la char CAUSTIC IMPROVEMENTS Kennedy/Jenks Consultants,. ABBREVIATIONS PLC.• NA Ita,uo,ATE "Acme I EC. CtR1,1 PYPIr DE s,-;•,•rCrN i 2550 SW Hillsboro Hwy H oll&boro Oregon 97123,9379 421 SW ATH AVE,SUITE 100‘)PORTLAND OR 972E14 PRC' • EN,Ar S'AL. I GP-XXXX FROM PANELBOARD XXXPPXXXX,CIRCUIT X 120V I :i1 • • 120VSIMPLEX WI 4 TST-LOCK RECEPTACLE NEMA L5-20R I A XXXPXXXX-LCS FLUSH MOUNT WEATHERPROOF COVER SEE E SHEETS FOR LOCATIONREMOTE FROM CONTROL PANEL.120V -4--o o-. a XXXPXXXX-LCS OR I I L R CR2 .1 411) CR3 xot 4 PUMP i !I • ---------- i'1 - . START CR4 S Q OOX • --- ._.__.._..._ 1 _ --- CR2 I CR2 • X0 CI • — / HIGH I DISCHARGE PRESSURE 1 I xxxP,HXXxx 1 1 L 111-* -_-______ • 0 A 0 HIGH DISCHARGE PRESSURE A XXXPXXXX-LCS • 00x '/Au, 0 0---._...�.o- I t-no1 NI t PUMP ._....,.*r--...r..__-..�..�,---. ---.SPEED ----75---a- ---1-a - CONTROL IN REMOTE GRUNDFOS I METERING PUMP MFR CABLE-\\ (DME PUMP) CRt BN PLUG 3 5 5 (, . __ ___ _-..__. a --- -- STOP/RUN I .. .._-._....__ WH 5��r ; 33D ON RELAY [� GY ,,:: a.___ iii -___ a -1,..---33A 5V moor ON BK I r I NOTES MFR CABLE PLUG 2 1 SEE LOOP DESCRIPTION TABLE FOR SPECIFIC TAG NUMBERS I , _. BN BL I AU0Y.-...e-_ __. ____. .-®_4{- FAULT FAULT II 2 `t I' MFR CABLE PLUG 1 •:?; GY r TROL L W SPEED BK CONTROL r - - 4-20mA CONTROL POINT ,-gam E PRESSURE LOCAL CONTROL „'(/�`,) TAG r LOOP FLUE DESCRIPTION DISINFECTION HYPO SWITCH STATION SOURCE PANELBOARD PANEL PLC i RACE SLOT CHANNEL - -_ NT D 600P5301. PUMP#1 I 600PSH5301 600P5301 LCS '600PP5301CIRCUIT 1 CP 9015 .4iPLC-XX xxxx xxxx Ixxxx o EFFLUENT DISINFECTION HYPO i .ac 600(5302 .POMP#2 600PSH5302 �600P5302 LC5 1600PP5301 CIRCUIT 3 I CP 9015 PLG XX xxxx xxxx xxxx TWISTLOCKPLUG NEMA L5-20-` XXXPXXXX EFFLUENT DISINFECTION HYPO I ! ' I N 600(5303 PUMP#3 600P5H5303 600P5303 LCS 600((5301 CIRCUIT 5 CP 9015 PLC XX ;xxxx Ixxxx Ixxxx EFFLUENT DISINFECTION HYPO -r I 'o 600(5304 PUMP#4 1 600PSH5304 j 600PS304-LCS I600PP5301 CIRCUIT 7 ,CP 9015 PLC XX `xxxx xxxx j xxxx Ia 0 9 I 02 4 9 LOYPI r,»dc JULY 2017 - caodNAME SHEET'IL SH1E1 56 of 77 v, s m JL/EEH "'� ammiIme DURHAM AVWVTP PROCESS AND INSTRUMENTATION k 031 EEH •,•"�• 1002 �.::___...v...—e. _...._..__ .. ..—..._ :� SODIUM HYPOCHLORITE& :r°' 7 °R t3METERING PUMP LOOP IOOZmtwrmle I 'ca SLS >F'•`*1376013661002.tlwgSCAL ENDRANGISFULL CAUSTIC IMPROVEMENTS SCALE Kennedy/Jenks Consultants DIAGRAM 1 ,,• m y �'^;; 6823 JtG90 as -,,,F, afv* GnT£ (ANN cvv-„r [iE -H11-11 uri 2S5i7 SW HiRsbara Mvry. Mi�s6nma,Otegor 9 173-53?£ 4Zi SW 6TH i.VE.SUITE 10017,PORTLAND OR 97204 ,m---* FrX;n SThuk CP-XXXX ,,, FROM PANELBOARD XXXPPXXXX,CIRCUIT X,120V I • 12OV SIMPLEX 1 L 120 VAC(E) N TWIST-LOCK RECEPTACLE ,r ----_._--- NEMA LS 20R I FLUSH MOUNT 1 XXXPXXXX-LCS j WEATHERPROOF COVER I SEE E SHEETS FOR LOCATION REMOTE FROM CONTROL PANEL,120V --L— XXXPXXXX-LCS I "'----- ._--_- .-1 _ • O O • ... 'REMOTE" _.. L•OR•R _... - __-___ _. PLC: XX SLOT XX RACK. XX POINT XX CR3 DI XO cRz N 0 PUMP 0 11 f START PLC' XX SLOT XX • I I RACK XX POINT XX -s_-r_..._. _ ..._.._ .-*.__- ..._.___ ___ ---!. FAULT" _ pWX • -a- {; PLC: XX SLOT XX - RACK: XX POINT XX CR2 -- - __- -- --- HIGHDISCHARGEPRESSURE" CR2 - - ---------------- ----------------'-- PLC. XX SLOT XXRACK-. XX POINT XX n'-,, xox I • I1 0 HIGH DISCHARGE PRESSURE I i . I HIGH DISCHARGE PRESSURE 'SPEED COMMAND' TBX II I • XXXPXXXX-LCS oXXXSCXXXX SXX .-- -�UOx I LOT' RACK PLC XX : XX SLOTNA EL:XX + X - r" -----•+i SPEED `• p-'--'�----'-'-- -:.iiill+�I31 N . PUMP IN REMOTE X ��----1 E. CONTROL I I SH I GRUNDFOS I METERING PUMP MFR CABLE (DDA PUMP) CR1 PLUG 3 BN ,, "SPEED FEEDBACK" -_ 1 I I -;--- -)j STOP/RUN A XXXPXXXX-LCS TAX(E1 XXXSIXXXX r�' s— PLC XX SLOT XXI SPEED e- a- -----�--•+ XI + RACK: XX CHANNEL:XXAN �� gy�� :: IIj_:II oh FEEDBACK t' __ SH I l W_1N r - BK I I_, I NOTES MFR CABLE BN -- PLUG 2 t. SEE LOOP DESCRIPTION TABLE FOR SPECIFIC TAG NUMBERS. - ---- �- --- ■ ----=-- / VC BL —_-' R/ Y +-. - - 3 - FAULT / x. \_ FAULT m —II 0 + MFR LE PLUG 1 ,.-o.. ...,.-,_. --_... I L FLOW CONTROL ., GY � ....- OUTLET PRESSURE LOCAL CONTROL POINT `- I �� SPEED TAG LOOP DESCRIPTION SWI ICH STATION I SOURCE PANELBOARD CONTROL PANEL 'PLC RACK SLOT I CHANNEL T;t BK _ CONTROL o EOOP5305 REUSE DISINFECTION HYPO PUMP 41 BOOPSH5305 600P6101-LCS 600PPS301 CIRCUIT 9 'CP-9015 :PLC XX !xxxx xxxx I xxxx ~4-20mA I . 600P5306 REUSE DISINFECTION HYPO PUMP 112 600P5H5306 600P5102 LCS 600PP5301 CIRCUIT 11 CP-9015 1 PLC-XX xxxx xxxx I xxxx ;'.., MFR CABLE • PLUG 4 • f 930P5301 SOLIDS ODOR CONTROL HYPO PIJMP Ill 9.30PSH5301 930P5301 ICS 11PP10002 CIRCUIT 20 750PLC5501 GY PI XX xxxx xxxx �xxxx FLOW HATE • _ a 930P9302 SOLIDS ODOR CONTROL HYPO PUMP 42 930PSH5302 930P5302 LCS11PP]0002 CIRCUIT 22 1750PLC5501 PLC XX xxxx xxxx I xxxx } - J SPEED $ -.-- _..• -- -- - _- _-. I __ - ..: _ -. >„>_ M_.._ _ > ' f K __._ FEEDBACK w 930P5501. SOLIDS ODOR CONTROL CAUSTIC PUMP ill 930PSH5501 "93045501-LCS 114410002 CIRCUIT 2 750PLC5501 PLC XX xxxx xxxx xxxx '�--- ...._,-__.- 930P5502 SOLIDS ODOR CONTROL CAUSTIC PUMP 42 930PSH5502 930P55D2-I C5 114410002 CIRCUIT 4 750PLC5501 ;PLC-Xx .XXX% xxxx I xxxx G 810P5301 EXCESS FLOW HYPO PUMP$11 :.810P5H5301 81045301-LCS PP-120009 CIRCUIT 9 CP-XXXX 1 PI-C-8 xxxx %XXX i XXX% 81045302 EXCESS FLOW HYPO PUMP 112 '81OPSH53O2 810P5301-1 CS PP 120009 CIRCUIT 11 CP XXXX 'PLC 8 xxxx :xxxx xxxx -' _ XXXPXXXX 75044901 SULFURIC ACID PUMP 41 7501,5E1490175044901 LCS •114410002 CIRCUIT 40 1750PLC5501 PLC XX xxxx '.xxxx I xxxx ,` TWIST-LOCK PLUG NEMA 15-20 :,4-4:'<'''9:;:G,2‘ , of Ca U 1E •' d CWN "' JULY 2017 Fc.r un.� .,1' I, 5•u:.^ 57 a 77 D.v.,x M JLJEEH r,.r.: - - -- DURHAM AWWTP PROCESS AND INSTRUMENTATION - L �,`'"EEH ",cr• 1003 SODIUM HYPOCHLORITE 81 aerzD17 i /'sir E'‹. Ty %:) r REG N ONE THIS BAR Is NG I INCH QPdII S , METERING PUMP LOOP 1003L E, SLS "�-x*1376013 66-1003-dwg WHEN DRAVNNGISFULL 0.,e tladui CAUSTIC IMPROVEMENTS '`� 1 t I DIAGRAM 2 "A N SCALE. Irmo UT Mi3C/SIL I Kennedy/Jenks Consultants +! 6823 oo a'rS SLS a REL'• v.TE SRN .PRI) OESCRPT;cw 2550 SW Hdls6wo Hwy HAISOoro Oregon 97123-9314 421 SW ETH AVE.SUITE IOTA PORTLAND OR 5/204 R05• LNGF 5`.411 I DURHAM AWWTF I FIELD PROCESS AREA I PLC-X / CP-XXXX I I I 24VDC POWER • MANUFACTURER ROSEMOUNT 24V OV I MODEL 3051 RANGE 0 to XX X FEE TI TB XXX s_1' LEVEL + - 600LJT5301S1+ FUO EU - 4 pIP:0111 RACK n CK n- FLIT f) f r\t Al RxxSxxPxx+ [ SLOT 11 I 5301 4-20 MA ... , 600LIT5301S1- t.. I 1 _.----"_ 2 1 i Al RxxSxxPxx hi: POINT n MkV CONDUIT S - S-68xLT25xx Al S-600LIT5301 I I 1 I F -; 0 Co Ien CO --, 2„ POWER 7- C) I ,.. C, lADESCRIPTION 'I/O POWER PI( PI C ,RACK SLOT POINT PANEL CKT 4 600LIT5301 HYPO DAY TANK#1 LEVEL SENSOR 'CP-5004 Pi I. 2 I%%X% )(XXX 30001 '5 I ,z) 600L115302 HYPO DAY TANK*2 LEVEL SENSOR CP-9034 PLC 2 ixxxx xxxx jxxxx g` SOLIDS BUILDING HYPO DAY TANK Al LEVEL 1 1 9101115301 SENSOR 7SO1CPSSO1 ,PLC 6 I xxxx xxx), CAUSTIC BULK STORAGE TANK#1 LEVEL i I 1 930LIT5501 SENSOR 1750LCP5501 PLC-6 xx X.., %XXX ,XXX 10 c SULFURIC ACID BULK STORAGE TANK 41 LEVEL CO o 750E1T4901 SENSOR 7501CPSS01 PI C-E, xxxx xxxx 4,- 9 g , . ,PRE, ) cf., ok P' Cp 0 O 9C',374I ( 4 C ) , '' f I _ - Prik,NAME ,...ET TI-Lf ,,Ef-, 58 ,, 77 L,,,,,"+ a EAR JL/EEH ,;,..4 JULY 2017 _ ••••=0 DURHAM AWWTP PROCESS AND INSTRUMENTATION -- , C1N(EGON 04 8/812017 7 4 Y 'N D"EEH 1,01,-,0 1004 SODIUM HYPOCHLORITE& TYPICAL ANALOG LOOP _ THIS BAR IS ONE INCH CleanWateri;ervices 1004 L CAUSTIC IMPROVEMENTS ,\ POWERED DIAGRAM ,-. NA r- 9.- C.'SLS I E° us :::,,,ILF•1376013 664004 dwg WHEN DRAVV1NG IS FULL 'C'E SCALE Our csomadbound 4 atscr Kennedy/Jenks Consultants C.' 6823 siettio,...,74 SVE 06N,201! CV.1 DE,CRIPTV,1 2050 SW11rIlsboro Hwy H41.-.0oro Orego,,4712.L 93:0 421 SW 6TH AVE SUITE 10C.0 PORTLAND OR 9:204 PRVJ I. GO PEW 0 CLATF MN APPG I DURHAM AWWTF I FIELD PROCESS AREA PLC—X / CP—XXXX I (C P-XX XX I/0 POWER PCL1,BASED) MANUFACTURER:MSA 24VDC POWER PLC: n MODEL:ULTIMA XE 24V OV I DC r, ,, CL2 RACK n r1 I FU1 t 0 , Al,RuSzxPxx+ - n SLOT; n 600AE 600(n)AIT ,.., XXXAITXXXXS1+ - (WHITE) 1 6 1 „--.1 1 5301 \=.1 5301 G xxxArrxxxxsi- \ 4-20 MA (BLACK) I 2 ‘... Al RxxSzxPxx- n _500:11_ POINTn : - f \ VENDOR RANGE. 0 to XX.X PPM CONDUIT Al SUPPLIED I S-600AIT5301 CABLE RELAY 1 I/O AND TERMINAL BLOGXS ASSIGNED BY OWNER 518ASHH I C 5301 NC NO C\!7 I 600A1T5301 TAG . I DESCRIPTION t PLC I/0 POWER PLC ,PANEL RACK SLOT POINT , t I CL2 SENSOR , 1600AIT5301 TRANSMITTER CP-9034 CP-9034 t xxxx ,xxxx xxxx I S-609ASHH5301 CONDUIT ------------) • I HiS SENSOR 1600AIT8601 LTRANSMITTER CP-9034I I CP.9034 I)cxxx txxxx xxxx , , t CL2 SENSOR I I330AIT'5301 t TRANSMITTER ,7SOLCP5501 ,PLC-E, xxxx L xxxx TO GO/NO-GO PANEL I t CL2 SENSOR 1 i I 810AITS301 'TRANSMITTER I 'PLC-8 PLC-8 xxxx t xxxx !CMS 1 I I I -K 0 cz, 6 to ol . I 1703 0 I t 9 8. t I9 Fr . . I 1 9 T 0 g cs c• - • I(...; 4•4 9,211 • - • ,I a OR,JUEEH ".-.V: JULY 2017 FROJ'LON: ..314EF.1'ME: :,-re ET 59 ,,,F. 77 rAvIx en DURHAM AWVVTP PROCESS AND INSTRUMENTATION IN `- 7 ' ' RE CON 1 • ° EEH r'Y'• 1005 SODIUM HYPOCHLORITE& .,:-T, 8/8/2017 THIS BAR IS ONE INCH CleanW-407(Services TYPICAL AREA MONITOR --- E, ,,,,SLS t:•••D r-E*1375013 68-1005 dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS 1005 I cz.., SCALE Or c•suultas4at la am. Kennedy/Jenks Consultants, GAS DIAGRAM ,,,-. NA /MOM 9.17.: 05/310011 SLS ,itAI.E. — '' . 6823 co .,t.,=0 [WE CAIN APPD DESCRIPTICV 2550 SW 1-Idisbwo Hwy Hillsboro,Oregon 97123-9379 421 SW 6-TH AVE.AVFSUITT 1000 PORTLAND OR 97204 FRO:,• ,,1,,,i STA., • I DURHAM AWWTF I FIELD PROCESS AREA , PLC-X / CP-XXXX __ .. _ I i (1/0 POWER PCLn BASE n) CB-nn NEUT BUS ---, (--, ,..., ‘..... I , 1 1/4A 5 X 20 GMA VALVE CLOSED I ZSC a 600FCV5301C1'1\ — 11 Al 5301} — A3 .NO _.____. 600FCV5301G2 1 GM r-- A2 ...-- ----1_, • Lnrx 120 VAC (Xnnnn) C nn PLC n RACK. n SLOT n 600ZSC POINT n N 5301 • IRTN n IZSO C .-.7. DI 5301 NO 600FCV5301C3 , 1 I LEVEL SWITCHES MOUNTED ON ACTUATOR — L I / S _ (Xrtnnnl — no VALVE OPEN PLC ri RACK n SLOT n G ---- 6°Z.S° POINT n N 5..., 01 I Aj.4` RTN n CONDUIT DI 4-WAY AIR C-600FCV5301 1 SOLENOID VALVE I . OPEN50C:MyoMAND poma. S PLC n RACK n (Xnnnr) SLOT n I I/ — __ 5301 (Xnnnn) ::14uT I DO Add to new 1 . , sheet , ru 3I -i— • TAG DESCRIPTION ;1/0 POWER PLC PLC [RACK i SLOT POINT(0c., 600F CV5301 HYPO DAY TANK#1 FV CP-9034 PLC-2 lxxxx 'xxxx xxxx -7 to 600FCV5302 HYPO DAY TANK#2 FV :CP-9034 'PLC 2 •i xxxx i xxxx xxxx an .750FCV4901 CENTRATE WELL#1 .750LCP.5501 , 'PLC-6 lxxxx xxxx xxxx 7-;I .. to 750FCV4902 CENTRATE WELL#2 750LCP5501 I PL xC-6. x xs xxxx xxxx 930F750L CV5301 'SOLIDS BUILDING HYPO DAY TANK#1 FV CP5501 1PLC-6 1xxxx xxxx xxxx . 1 0 930FCV5501 CAUSTIC GRAVITY PIPELINE FV TO SRF 750LCP5501 1PLC-6 .xxxx 1xxxx xxxx cx ..-- E I 'IE: a 2 oli I 9. C .c ,• U i's I fa. SI 1 e 3 I 1 ,61-0 PROtts, _ CT .004'704," o a t • , - - - , cL 1.1, JL/SEH .11:..1.L JULY 2017 SRO,',ME :-,1-0,Dili- f.,- Fr 60 o- 77 EI,V;• Csi —,— 11.1111.11 a—"" — ----- DURHAM AWVVTP PROCESS AND INSTRUMENTATION LEH nw.J.-* 1006 1' fiREGON THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& .:7 8/8Q017 rA.E , ,e0.1" 1- CAUSTIC TYPICAL ANALOG LOOP . , .Y 0 1,11 L CAUSTIC IMPROVEMENTS 1006 -, , -_____ ',E; ...,SLS V Q.? AWL,SLS A-E I 7',,E*1376013 66-1006 dwg WHEN DRAWING IS FULL SCALE Our setuudtinsut tx cleat Kennedy/Jenks Consultants- CONTROL VALVE DIAGRAM A1-• NA KM*VOL CVX/7015 I CO RiN It DATE OM, APP;) QF SCRIPT ION 26-50 SW HISslocro Hwy 110990r0 Oregon 97123-9379 421 SW 6TH AVE SUITE 1900,PORTLAND OH 97204 6823 PP0.1 4 I I DURHAM AWWTF I FIELD PROCESS AREA PLC—X / CP—XXXX I I I 'manufacturer, 1/0 POWER PCLn BASE n) MODEL -"model' CB-nn NEUT BUS 500Ls CLOSED TB-XXX ," cr HIGH ALARM Lnn r\ 600LSH5301C1 Al ED] 120 VAC (Xnnnn) PLC n RACK n , 600LSH5301C2 600LAH SLOT n NC — -- N POINT n 5301 I \...1 RTN n CONDUIT DI TYPICAL PROCESS SNATCH C-600LSH5301 I I I I I I :f TAG I DESCRIPTION I/O POWER PLC 600LSHH5301 HYPO DAY TANK#1 LEVEL SWITCH HIGH HIGH CP 9034 PLC RACK SLOT POINT PLC 2 xxxx rue II X%k% 0 500LSHH5302 HYPO DAY TANK#2 LEVEL SWITCH HIGH HIGH CP 9034 PLC 2 xxxx ;zxxx /000k I47 I 7 , ,D SOLIDS BUILDING HYPO DAY TANK#1 LEVEL I ‘,-, .c, F.2, 93015HH5301 SWITCH HIGH HIGH 750LCP5501 1 CAUSTIC BULK STORAGE TANK#1 LEVEL 930L5HH5501 SWITCH HIGH HIGH 750LCP550 L PLC-6 xxxx xxxx xxxx PLC 6 xxxx . rem rum I i SULFURIC ACID BUt K STORAGE-TANK 911 EVEI c, 750L5HH4901 SWITCH HIGH HIGH 7501CP5501 PIC-€ ,xxxx xxxx xxxx C E I ? 1 TAG DESCRIPTION I/O POWER PLC PLC RACK SLOT POINT r 0 11 600LSH5301 LIQUIDS TUNNEL SUMP LEVEL SWITCH HIGH CP 9034 PLC,,, xxxx AIOIF 1 xxxx 0 SULFURIC ACID BULK STORAGE TANK#1 LEVEL I n, t4:, 750LSI14901 SWITCH HIGH /5Q1CP5501 PLC 6 xxxx xxxx e100, DRY POLYMER ROOM SUMP LEVEL SWIICH I I I "Ti 93015115301 HIGH 750LCP5501 PIC 6 I xxxx xxxx xxxx o 1 CAUSTIC BULK STORAGE TANK te1 LEAK SWITCH 930LSH9501 r 750LCPS501 PLC-C 'OMR xxxx 1 XXXX ?). - I :_gr :c9 Ig D c9Cr° PPCS I vr .. mm EHELT TULL 61 77 ,,_, ..--,,-pC,a,3r 4'.CII tO9,GR,EI1NCI" OE PiENKV juEEi DURHAM PROCESS EEH um,t 1007 SODIUM HYPOCHLORITE & ,a,-,T, 8/8,2017 THIS BAR IS ONE INCH CleanWalizi-Services TYPICAL ANALOG LOOP CAUSTIC IMPROVEMENTS 1007 ,,sco-,- , ,, ,a ,-,SLS I % '''''')SLS ,,,,"LE.1376013 66I007(Mg SL.A.E VVHEN DRAWING IS FULL SCALE . — _ — -- --- — Oat solaitibissat la clew Kennedy/Jenks Consultants, POWERED DIAGRAM , • NA - Iowa!MR )S 30+7015 I 47, . 6823 RE,0 DATE ORN APM Lk`V,I,T IC, :55E1SW F1,11-Aorp Hwy KIFsboro Oregon 57123 93'9 421 SW 6711 AVE SUITS 1070 PORTLAND OR 97204 I DURHAM AWWTF , . ......_ . . I . FIELD PROCESS AREA PLC-X / CP-XXXX _______ I I • I I I ..k, ,,%-• I t,) _ , - ._ ., _„ Pr.._1__.. . NT' 1 67 ,, I ' ( 1 ,_, ;I t' A.CK.‘, .-- ' I, '' ' ' '— ''' — [..-'–','* ' —i--, – 1 , 1 I I - , . , 0-ti , ..,_ ',-, A ."– liA''','1, 1 LI''; NTT' 'SI • C;+61 "..,..'L'..1. N CITI N.._I-. .CNN , I t 1 ' 1 __. NNOI2'r- . .N.N-NLIIIIII L. , c;T-1 I ..(+PCSI., I ' . . ' I , I 17 I ,1., I , •.`"IAI'N.LICT, ,e----..I +0 0 N. IT- "-L'E. `NO_ I'N•.',IEN .7+ , L CND I c I:8.- . ' g . ,,'", 111 A a . ...;-, I TAG I DESCRIPTION ;1/0 POWER PLC PEC PANEL RACE SLOT I PO1611 2.'" I 5; 9304E1'4101 I ODOR SCRUBBER 1 930A1T4102 I ODOR SCRUBBER? .,, X I X X I XL %XXX %XXX 1%XXX xxxx Axa 0 Sr .0 I a II 1 9t al - - _ Occ<1 ' JULY 2017 _ , PROJ NO. SelEf:<I<t I SeE.ET _ ,.., 77 Dar;a Z:; 14,1)1 F -,...- DURHAM AWWTP PROCESS AND INSTRUMENTATION _ _ — CV OS,___ SODIUM HYPOCHLORITE& ,,,T, 8/80017 THIS BAR IS ONE INCH aeanWater-4;etvices TYPICAL PH METER 1008 , ,.._, CAUSTIC IMPROVEMENTS Cti<-- 1 <0" .-- '''''''VALUE '''''Ds11-:,:'"3764313 864°°"wg WHEN DRAWING IS FULL SCALE - -- Ow comatamatast la thus Kennedy/Jenks Consultants, DIAGRAM Pt,'. NA Kowa UTE 24/30,1211t I „, 6823 ' NSE Dm, AP4V t*faCRIVT IC. 2550 SW klitisboro Elvey Eidlsbcoo OTeg66 6,123-9379 421 SW60-1 AVE SUITE 1000 PORTLAND OR 97204 ENGP.17.AVT I . 0 0 LEGEND I 7.D0 Q 0PARTS LIST ITEM NUMBER. `I NI I (TYP OF 2) .. J_ LF 1 Ir NOTE. I REUSE J_ l - 1. THIS DRAVVING SHOWS TYPICAL LAYOUT AND WIRING CONCEPTS. DISINFECTION HYPO PUMP#1 o f - ®Q® L( �� CONTRACTOR SHALL ARRANGE PANEL FACE MOUNTED DEVICES ®O® U SYMMETRICALLY. 815P6101-LCS 10' ®O® U "' ®O® 2. PANELS SHALL BE PREFABRICATED ANSVUL-508 LISTED UNITS. FED BY PANEL:600PP5301 CIRCUIT# _ 'I3. EXAMPLE ONLY. ASSIGN WIRE IDENTIFICATION BASED ON CLEAN 0 O Cl) U WATER SERVICES STANDARDS. FOLLOW THIS EXAMPLE DRAWING 14 a ®d® iJ t4 aFOR EQUIPMENT LAYOUT,PARTS LIST.AND INTERCONNECTION DETAILS OFF/RESET a ®0® I REFER TO P&ID'S AND WIRING DIAGRAMS FOR SPECIFIC COMPONENT O® LI., REQUIREMENTS FOR EACH CONTROL STATION. LOCAL REMOTE ®0® ' 'L / ®o® '"U 00 I / 1U ap 1 10 I HIGH DISCHARGE PRESSURE I l l nill i 16"---_____0 € 22 1 -\ .„._:-. I 22 ®p® Lf " 0 11) U • ®o® U i ", X60 Lf ,lbcr. ,"LJ ®a® U i ®o®U l~. } I • L'7 24 r I0 01o �� i LCS FRONT ELEVATION (� LCS BACKPANEL ELEVATION NTS NTS 0, PART LIST # QUANTITY MANUFACTURER DESCRIPTION I 1 1 WIEG MANN NEMA 4X 12x10 HINGED ENCLOSURE 2 1 VNEGMANN 12X10 BACKPANEL TAG I LOOP DESCRIPTION POWER SOURCE ,i, 3 1 ABB ENTRELEC PR3 AL(TS 35)DIN RAIL II;600P5305 REUSE DISINFECTION HYPO PUMP#1 I 600PP5301 CIRCUIT 9 4 2 ABB ENTRELEC 1SNA 206 351 R1600 END STOP n I 600P5306 REUSE DISINFECTION HYPO PUMP#2 60OPP5301 CIRCUIT 11 6 ABB ENTRELEC NOT USED 600P5301 7 5 ABB ENTRELEC SCM6 CIRCUIT SEPARATOR -. EFFLUENT DISINFECTION HYPO PUMP#1 .600PP5301 CIRCUIT 1 5 � 600P5302 EFFLUENT DISINFECTION HYPO PUMP#2 600PP5301 CIRCUIT 3 8 5 EATON 10250TM36 LEGEND PLATE -- -- _ - - - -— o600P5303 EFFLUENT DISINFECTION HYPO PUMP#3 I600PP5301 CIRCUIT 5 0 9 1 - 120VAC RECEPTACLE _.-. --. -.. _... 10 2 IDEC 120VAC CONTROL RELAYS AND SOCKETS 600P5304 EFFLUENT DISINFECTION HYPO PUMP#4 I 60UPP5301 CIRCUIT 7 i ti 11 2 EATON 1025011 N.O./N.C.CONTACTS r 12 2 EATON 10250153 NO CONTACT 930P5301 SOLIDS ODOR CONTROL HYPO PUMP# 11PP10002 CIRCUIT 20 0 13 1 EATON E34 3 POS SELECTOR SWITCH 930P5302 SOLIDS ODOR CONTROL HYPO PUMP#2 11PP10002 CIRCUIT 22 0 14 1 PANDUIT C-1.5WH6 COVER 930P5501 SOLIDS ODOR CONTROL CAUSTIC PUMP#1 111PP10002 CIRCUIT 2 u 15 1 PANDUIT El 5X1 5WH6 WIREWAY - - `- -- -I cS 16 1 LHM PHENOLIC LABEL 930P5502 I SOLI 17 - ABB ENTRELEC 1492-WKD3 TERMINAL BLOCK WIT H BLADE SWITCH 610P5301 - EXCESSOOR FDLOW HOYPO PUMP#1 CAUSTICNTROL PUMP#2 I PP-120009 CIRCUIT 9 CIRCUIT 4 III c 18 1 ABB ENTRELEC 1492-WFB4250 NEON FUSED TERMINAL 810P5302 EXCESS FLOW HYPO PUMP#2 PP-120009 CIRCUIT 11 L. _- --.-- .�_ .__—_ t9 1 BUSSMANN 2 AMP FUSE ' 20 1 HOFFMAN A-CICORROSION INHIBITORS '750P4901 J SULFURIC ACID PUMP#1111PP10002 CIRCUIT 40 j EXAMPLE O A'I v 0I 21 1 EATON E34FB197L E34FH91 INDICATING LIGHT AMBER 02 CIRCUIT ONLY r 22 2 DECISVOCCONTROL RELAYS AND 50CY.ETS PUMP LOCAL CONTROL STATION (LCS) (NOTE 3) 23 - - NOT USED 3 24 1 GROUND BUS C m Cfl PRNT JRG TL Y.PE SHEET nni. SHE1' OF 77 rw.t ��_ 9� �� a JL/EEH a E JULY 2017 62OF V — DURHAM AWWfP PROCESS AND INSTRUMENTATION N EEH • l010 THIS BAR IS ONE INCH rq__nW � SODIUM HYPOCHLORITE & TYPICAL STANDARD E 8+62017 1010 9 0 W,,, Io SLS �E�•1376013.66-1010.tlwg WHEN DRAWING IS FULL L/1C�iI1 CAUSTIC IMPROVEMENTS E i'. SCALE. °w"'�10int `~" Kennedy/Jenks Consultants,. LOCAL CONTROL STATION IE7PFA�U w2 OF'30!%1e '�"�'-SLS S'--LLE oc�,cRiP*;.aY 25Y SW Hillsboro H1IS-Flo on 971?3-9375 - 421 SW EIH AVE.SUITE 1000,PORTLAND OR 97274 DETAIL FRo,• 6823 E<«•H 'Al, OD , REV/ QA1E ORi APF ' �� I LORR NOTE -, L-FU • 1. THIS DRAWING SHOWS TYPICAL LAYOUT AND WRING CONCEPTS CONTRACTOR SHALL ARRANGE PANEL FACE-MOUNTED DEVICES I P-600P5302 FROM PLC PANEL 600P5302-L SYMMETRICALLY, ^ 600P5302-N L • 2. PANELS SHALL BE PREFABRICATED ANSIAJL-508 LISTED UNITS. N • / 3. EXAMPLE ONLY ASSIGN WIRE IDENTIFICATION BASED ON CLEAN 600P5302-G i'M G • (XX.XLCSXXXX WATER SERVICES STANDARDS. FOLLOW THIS EXAMPLE DRAVVING I FOR EQUIPMENT LAYOUT,PARTS LIST,AND INTERCONNECTION DETAILS GND . \ , • ilr REFER TO P&ID'S AND WIRING DIAGRAMS FOR SPECIFIC COMPONENT 1 • FROM PLC(REMOTE RUN) •oR GND) REQUIREMENTS FOR EACH CONTROL STATION. XXXXXX GND LUG 2 • eTh } I .,. ____.(-\ 3 • ____.\____/Th FROM PSH C-6DOP5301 ______(Th—(Th / 4 . f I ‘, ____T--, 5 •._____-(-1..__r1 TO PLC(REMOTE) XXXXXX (Th_rTh 6 •__/-\__C"I XXV= TO CP- XX XXXXXX I 7 8 . (--,,,, (-- (XX,XXX • XXXXXX 9 • __/--\ /--N XXXXXX IL (CR1 N NC II C • --kr-- • I I- NO . 1 L CR2 - I - HIGH DISCHARGE PRESSURE C * : F--• NO 1 L I 1 1 ____ —_-___ C 1-14- NC i i I- NO I 1 C -0- NC • I I- NO j --- Al ' I CR3 A2 I IF E I A2 --/- NC -- C ii I- NO I \I -°. 7:- 10 • ___i M _(-l BROWN CABLE-3 ( e 600P5301- 1 GREY CABLE-1 0 1 FLOVV CONTROL XXXXXX 16 •! ____ _ o I WHITE, 600P5301,1 I 11 .________fTh_-C'\— 1 -- g BLACT I E ! .._______ , ...___. _/-",_ 17 iI 12 GREY, -TX XXXXX P. .___ ,(- _rm, ______ r, I - • — 14 13 _ ___rM__CM_ _ BROWN CABLE-2 600P5301-i ', ----- - 15 • i'M_I-M____ _ JSLUE 7 LOS INTERCONNECT DETAIL (DME) Ia 12, 1 v.?, -t? _.____ NTS - a 2 eL D.,JuEEH ;1:n: JULY 2017 I - , . pp DJ JAME S.-WC TiTIE SJir E- 63 or 77 e 0 % , ul IMMEINI DURHAM AVVVVTP PROCESS AND INSTRUMENTATION c, SODIUM HYPOCHLORITE & -- 8/8/2017 z 4RECON I_Ari THIS BAR IS ONE INCH CleanWaterServices LCS INTERCONNECTION I E, 0.c SLS CAD••-••1376013 66-1011.dwg VVHEN DRAVVING IS FULL CAUSTIC IMPROVEMENTS loll ;•,sc,,,, .,z,, SCALE. Our osausitaset is slur DETAIL ,,-. NA . f, AP--D SLS >,,,E Kennedy/Jenks Consultants., JEANS CATE (00:vs I Rev* nAlE DM. Ar90 DES 2550 SW Fillsbm Hlty Hrilsboro,Grego,9 i1239379 421 SW ETH AVE SUITE 1C00,PORTLAND OR 97734 ',',.1,L i 6823 NOTE: I LORR L FU •. 1. THIS DRAWING SHOWS TYPICAL LAYOUT AND WIRING CONCEPTS. XXXXXXX l CONTRACTOR SHALL ARRANGE PANEL FACE-MOUNTED DEVICES FROM PLC PANEL 600P5302-L P-600P5302 Y L • SYMMETRICALLY. _... _.. 600P5302-N2. PANELS SHALL BE PREFABRICATED ANSI/UL-508 LISTED UNITS. • / N • 3. EXAMPLE ONLY. ASSIGN WIRE IDENTIFICATION BASED ON CLEAN WATER SERVICES STANDARDS. FOLLOW THIS EXAMPLE DRAWING 600P5302 G n G • FOR EQUIPMENT LAYOUT,PARTS LIST,AND INTERCONNECTION DETAILS. (XXXLCSXXXX GND REFER TO P&ID'S AND WIRING DIAGRAMS FOR SPECIFIC COMPONENT FROM PLC(REMOTE RUN) DOOR GND) REQUIREMENTS FOR EACH CONTROL STATION. 1 • XXXXXX GND LUG L. rl2 • /1 I • 3 • \ - _ ' FROM PSH C-600P5301 n \ 4 • n n 5 • _____rl_h TO PLC(REMOTE) XXXXXX r"1_,--N 6 • __CA XXXXXXTO CP-XXXX xxxxxx I 7 • ___,---,_ __ _/--N xxxxxx r 6 •—ten xxxxxx , _.J-_\__J1 9 • !_l_fl XXXXXX , L CR1 / / N 7/7— NC IC • 1HNO — L— L I CR2 N NC HIGH DISCHARGE PRESSURE >-"N C • I H NO • NC -- --- C - •-1 — NO NC I �— C • IhNO \ Al I — CR3 A2 /- NC —_/-L.I C • I 1-- NO - 3 — — Al �� I,i N CR4 _ o A2 �. - NC 1 FLOW CONTROL XXXXXX I _GREY CABLE-1 XXxXXXX 16 •1 .. _—.6DOP53D1_7 S\�LnJ'1- - .._— - _ P_ C — I NO — 1 XXXXXX __. 17 •I BLACKJJ n BROWN CA L GREY 10 • 600P5301-3 FLOW MONITOR XXXXXX1 • GABLE-0 E-3 _ WHITE XXXXXXX r 500P5301-4 1 11 • /1_fl __i — XXXXXX 19 •I BLACK, L n i — 12 • cc- _ . GREY, s O —.. I o 1 r'Z_.fL 73 • _11—IL_ BLACK i I a" _.___/".',._.._l� .-,..._ HROWN _._ CARL F-2 '4 14 • - 600P5301-2 c LCS INTERCONNECT DETAIL (DDA) `�4 ---,_...m..._ 15 v 0 n NTS NIf N u 77,10;;Retp.ei 41 � .h _QWs DURHAM AWWTP PROCESS AND INSTRUMENTATION • ecn JUEEH ',','A.' JULY 2017 — EEH1,^4", 1012 THIS BAR IS ONE INCH �II SCI SQ rices SODIUM HYPOCHLORITE & TYPICAL STANDARD i Br82017 q q Zp{' Vicdll CAUSTIC IMPROVEMENTS 1012 `' c-SLS '=t•1376013.66-1012.tlwg WHEN DRAWING IS FULL T "�`�' I SCALE °o``•' •`t°°�` Kennedy/Jenks Consultants CHEMICAL METERING (0.11.7]4L: asimiale I 92 ADPO SLS �..u[ REV a �u T[ URN ARM p��rq�pnrX.� 2550 SW HilIth ro Hwy Restore,Oregon 9i I2}9379 421 SW LTH AVE.SUITE MO.PORTL4NU OR 9i2[1L CONTROL DIAGRAM PRJ.�• 6823 [r.GR>T.urF. I 24 VDC CONTROL POWER cri g CEILING CEILING GAS ALARM ANALYZER SIGNAL I i 1 AIT-xxxxx 2 -...-2 t J., , i • A I- • 0 I F [ SILENCE , --ACABDALPETER FITTING TO DRAIN WALL _, ...., //--11-----=--,---1 ----=IM TO NEXT ALARM ••••. J-Box_.,,,..' ,-- CONDUIT STEM ... 1 , GO NO-GO LIGHT 8'AFF • • REM SILENCE 0 FROM ODOR PROBE - , IlL' '' a 1 i I SCRUL:ER . M ..---GO NO-GO LIGHT J-BOX ---- _ ....11 -o o (E11-PVC (N1 V'PVC tN11"PVC „.(El 1"PVC El ''''' 11 10'MIN AFF I I, IT3 WALL--. CONDUIT BKT CR-2 HORN PIPEITEE CR-1 ______St.. 31R-2 n CONNECT TOI,E) - a dill a 1'PVC VIA NEW UNION r I I o 4N .11....,,--SILENCE PB LCS i --SILENCE PB LCS BOTH SIDES , I -V , ,.... -HORN i 1 C11-1 I u-- - 0 ALARM-NO-GO STROBE NI 1'PVe GO LIGHT(GREEN) = CR-1 6 11 -- NORMAL-GO LIGHT ( N\ pH / ORP PROBE SCHEMATIC -srl 1 1 _ -NO-GO LIGHT MED) . _ ' 0 . 4 01 2 3 4 4N 4 5 4 6 1:13 G 4 SCALE 901 10 SCALE , 1 I I I i I i FINISHED FLOOR I FINISHED FLOOR I I I I I 1 1 V 8 8 I I I TO ALARM SWITCH NEUTRAL SWITCH SWITCH GROUND WO CONTACT LEG TO LEG LEG WIRE TO CEILING MOUNTED WALL MOUNTED ON AIT-XXXX TO HORN GO)NOGO TO ALARM TO GO GOINOGO STACK STROBE LIGHT STACK (Th GO NO-GO ALARM ( GO NO-GO.ALARM IS,7A1 F Sill TO SCALE SCALE N01 I O SCALE TYPICAL WIRING DIAGRAM FOR GO/NO-GO LIGHT ISCALE N01 IO SCALE PRESSURE - PRESSURE GAGE 1 r WISTCH / (GLYCERIN FILLEDi TO LEVEL TRANSMITTER ., , ''''..•__,_;--' I , L_1 I 3/4"LIOU1D-TIGHT CONDUIT LI NEMA 4X ELEC EIMM=IMMENE=1. - ENCLOSURE - I SWITCH FLANGE MFR CABLE- 1 ------ --, ii 1-T f DIAPHRAGM SEAL I I FF FLANGE -- Mill111111111111M1 I F.cc 1 ¢ I 114"GUSHING WiSWAGFLOCK - 1 E CORD GRIP TEE 1_IF STRAIGHT CAP AND PLUG f CLOSED -- I I 4"MIN O TANK - ... . 6 tO I 1 c. E." ...-- ISOLATION BALL 120 VAC CONTROL POWER FLOAT LEVEL OR PLUG VALVE MI ;il r-- )•" SWITCH T7 1 , -, c. .• - 11 • • 41211 a ALARM LIGHT c) IE Co NOTES c?) 1 COORDINATE TANK FLANGE THROAT SIZE WITH FLOAT DIAMETER NOTE ii 111 II ALARM HORN --61 2 LOCATE PER PHASE MEET'S REQUIREMENTS TO AVOID INTERFERENCE PIPE MATERIAL SHALL MATCH PIPE SCHEDULE 9 3 SEE SPECS FOR MATERIALS OF CONSTRUCTION AND SECTION 15050 I a TYPICAL GAUGE TYPICAL WIRING DIAGRAM fl, . (-4--- FLOAT TYPE LEVEL SWITCH (-- OR SWITCH DETAIL FOR EYEWASH STATION ALARM . -.N\ 05 WALE NOT i 0 SCALL SCAI F NOT TO SCAT F Ia SCALE NOT TO SCSl F 3; li it D <,S1C-C'IPN9°'4•Y ' I a ''Rr.JUEEH a--7.7i. JULY 2017 ___ ___ _ Sr!CC 14111- - 7...,?_F 1 67 ;-, 77 r•,-.. 4,0,9C: e.f..p • 297,1 1 W 1111.111 DURHAM AVVVVTP PROCESS AND INSTRUMENTATION EEH )-,••••• 1013 - SODIUM HYPOCHLORITE & '-;,=,'; 81872017 ' -) v'2.0.P- '•,'i THIS BAR IS ONE INCH CkanWater-41?-Services TYPICAL STANDARD DETAILS • 1013 I-0-' "^SLS ,-.4,rq,•1376013 66-1013 dwg VVHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS NA Cs1 SCALE Osr ssimaitasst is eisar IgNA10 ICL 05/301201! ,-T-D Kennedy/Jenks Consultants, co-- ,..-•Pc SLS 5c...." -- -.--, 6823 REV• 1.',.'"E ORN 0.PSAD DESCRIPTIO.. 2550 SW HdIstoro Hvey HIllstrom Oregon 97173-937g 421 SW 5TH AVE SUITE 1000 PORTLAND OR 97204 ‘PRO.,• I SCADA I i AR LAI ZSO LSC ZVO OBW L 1 4012 L 12404 12401 12043 12043 12043 12001 12001 53..n.i. (E)PLC-8 CHEMICAL BUILDING PLC ILIT 0:314 LOL .750 2-5C Zoo 014W ON Al 12401 12401 1240* 12043 12043 12043 12001 12041 530' I — 6,a0OLNORMAL I _ • _ 6(6,101LSTROBE r v c.12 I FROM EXCESS FLOW HYPO PUMP LE , 0RAIT 530! 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LE CO 10403 LE pn ,2,22t,' IFO -E, 6 , 0 IC A -0, 30 2 I a RFV-12042 0 C' C • 0 -.3 SV 910 1A>k: IP'2 Al ,--?, 57-12043 PPP ai 0 eL W.JUEEH / *-ID JULY JULY 2017 - - PRC,)ALAN% _ '4,4-ET Tat). :=.rEr 66 I:, 77 C*N6 X CO 111.111111.61.1 DURHAM AVVVVTP PROCESS AND INSTRUMENTATION 0.1 c4 es%EEH DAL', 1100 SODIUM HYPOCHLORITE& Pql- 8/8/2017 .,,:::G"067 1,„ THIS BAR IS ONE INCH CleanWairaltervices CHEMICAL BUILDING SODIUM D'- 1100 , CAUSTIC IMPROVEMENTS ,,,,,,,,,s17.:14091i, soof20:6 I 1.- 17CVO(st_s I 92 APPD SLS co c-40'“.“1376013 66-1100 d SCALE wg WHEN DRAWING IS FULL SCALE R1V X DATE ORN 4PP4 - DESCRWSICA Kennedy/Jenks Consultants- 2500 SVV Halsbo°77aiwy traslitsbois gr01"1009g00 97123-9315 421 SW 6TH AVE SUIT 10a1 PORTLAND OR 57204 HYPOCHLORITE BULK STORAGE TANKS PLC* NA '7'AS 6823 P,k0)*- SCADA I ZS 0 ZS C ZY0 31201 31201 312E1 ONW 31301 ON 31301 I _ - _-- -- - - - - - - - - _ - - - (E)PLC-8 CHEMICAL BUILDING PLC I 0 rwv ON 31301 31301 ZOO ZOO ZOO 81201 31201 31221 I . _ I I LOP I 12E 3'301 I I NO DOUBLE 12E1 2.11 12,9* ARV k TYP OF 5 PER CONTAINMENT h4 ki 3130" PIPE) T1, ."' IN TUNNEL I - UNLESS SPECIFIED 1"HYPO(DOUBLE CONTAINED) I ,i 1,14J _.., FROM ST-12014/ST-12015 - _ , 2,0:,120 LE-- -- 17P3'301 a I .,, D .. 1 A 120C TO LIQUIDS TUNNELS ' ACCESS WALKWAY II co , NO DOUBLE 17Pi 1205)0 CONTAINMENT c'S I 7- 71:117 21302 ' IN TUNNEL UNLESS 'A 5,1 El f•-` SPECIFIED b ,I c, ' I 1"HYPO(DOUBLE CONTAINED) i I c% _ 1 1-<[-. BIG 2-G s' 'S '', q L 12LV31202 ' TO LIQUIDS TUNNELS d ,, 2 1 2031302 '--- ACCESS WALKWAY w F, a ! A do) - 45 TO EXCESS FLOW , a 2 IDIVERSION PUMPS to 9 `1:n EEimommo ^1 ,' 9"Er1tq 4,o7 ' i _ cA0JLJH JULY2017 , S1 .E ZHE, 67 77 DURHAM AWWTP PROCESS AND INSTRUMENTATION ..- O/OP* *N 1101 rJir; 8/8t2017 74444asio, ) - THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& CHEMICAL BUILDING SODIUM ' I E,'-- c--,SLS GAL 0=-1.1376013 66-1101 dwg WHEN DRAVVING IS FULL CleanWaterirServices CAUSTIC IMPROVEMENTS 1101 SCALE Oat eisiassitsairist is glair HYPOCHLORITE TRANSFER 'c' NA E.? .P00 SLS scALE Kennedy/Jenks Consultants, lomTVA NIL 0€214/201$I so RE's's WI L:Rei 4p-n DEszpo,Los 2550 SW 1-141stor0 Hal 1-h11517040,Oregon 97123-937E 421 SW6114 AVE SUITE 1000.PORTLAND OR 57204 DIAGRAM '-)4"7 6823 FROJ II EVIA STAMP ISCADA EXCESS FLOW HYPO PUMP#1 (TYP FOR PUMP#2 WITH TAGS 5302) TYP OF 8 i L FLOW FLOW - HIGH / FLOW ' COMMAND CONTROL RATE REMOTE RUNNING FAIL PRESS 5201, )5301 1 I 1 I I i I i 1 I i I 1 1 Liis'aol 1 (E)PLC-8 I I I1 CHEMICAL BUILDING PLC I I I I I U I I I I I ys .6.m1r. ' 4, I • ,k ' z. , 4 9),.--0), [ '''' ] K ,—_,. VFL 1 FI 1 AU'9.A [...,ON, [,,,.c.t,, 53,0, 1 5404 i r , ) H3 53D/ 4301 I )"), I 1 1 T 1 1 t 1 1 4.; ii- i 1 1 _ I D'= ), S7ROBL 12, I 8ICe L I 4,;.,0),,I I 1 , ,?InFS 810P5301-LCS I FL FROM TEPID 1 PW-T 1 '2Une .. (B) 0 - LORR'fiG91 PRESS ,81GIS )— 'i. ').'"'1" , - I (TYP OF 2) -1 I ; I WATER EMERGENCY I I EYEWASH/ 1 I SHOWER INTEGRAL TO PUMP 0% one , VOL ell I ROUTE TO ST-12014 -..* 4 1----- (TYP OF 2) a > 1 11 I FROM 7 ST 12014/ST 12015 ,- 1 0 I:i 14,7,1 1 ',4_...1 1 "--i= -'PC-0O01 1 1HYPO(DOUBLE CONTAINED, 1'HYPO 1"x3/4 3/4'HYPO 0 Nak. 0 3/4"x1" ACCESS DOORWAY 1 HYPO Illo E) I! 1 0. T 4 oil" 0% . ........... , 7 t, _1 8 1:,),'401 • 3/4'xi" TO EXCESS I c> EXCESS FLOW HYPO PUMP#1 Li -1.- FLOW BASIN 6 ,„{,,.. -... 1 >1, co i > 1 V HYPO Ti <810P,', ii,,IR,4 *O- I 1:-3 1- I i i e.,1 1332 T ' 1 TO EXCESS ..--' i 6j; I 701'A I _L aka 818FC`,--),2 FLOW BASIN o - 0 (T 3+4 HYPO T &.../ 9 (zi ...,i:)<.,n..... ....... C.j4s:,)........ E 1'HYPO {2}..+4s . .....0.......c.„..41' 1 1 0 P 1 P5.".02 1"..' • • 11 EXCESS FLOW HYPO PUMP#2 ot, 0 I )244 343- 12 I NPW ,,,,,, '.4211,4E-..- z _ arc-, • 0-() WA juEEH `,-;:`,,t JULY 2017 rft,tiMa — 1-al-1 litt, ,,,-E 1 68 ,,, 77 t,,,4 r , ^ 111111.101111.11111 — —, — DURHAM AVVWTP PROCESS AND INSTRUMENTATION 4REGON,, '"" THIS BAR IS ONE INCH CleanWater-4?-Services CHEMICAL BUILDING • , c-iv SLS CAD',r 1376013 86-I102 dwg WHEN DRAVANG IS FULL CAUSTIC IMPROVEMENTS 1102 A''''F°SLS SCALE SCALE r,EY a LATE URN AP.I) (kV...1.1,1C', — Oar tosetsiturect is dew Kennedy/Jenks Consultants, 255o SW liasbcro Hwy Hale-tore Oregon 97123 03N 421 sw 6Tet AVE SUITE 1000 PORTLAND OR 99204 SODIUM HYPOCHLORITE EXCESS FLOW DIAGRAM .-,-. NA '''' 5823 ,-,-ro,• #..N.,R 8- IEPeatim, NIT_ misapalt SCADA HYPO DAY TANK NO 1 (TYP FOR TANK NO 2 WITH TAGS 5n2) SUMP VALVE VALVE OPEN / LEVEL LOW-LOW HI-HI , OPEN VALVE VALVE H25 H25 CL2 CL2 HIGH rLAHN 1 5301 OPENED CLOSED COMMAND z.FicT ,-;,.0-1 79, ALARM .) LOW HIGH ALARM rk_At) .1, liti71-1:1 5301 5301, \5301 COMMAND CLOSED OPENED 'ZYO 1 ZSCN 7;-501 ALARM LEVEL LEVEL ALARM ,,„---N,1 / 1----- I'milli_Al rThat -Am Ly:, tc / ,5301,1 5301 j / (s,.....„,I1\—r-, .i„../ 5302 ,5302 'I\5310.2 k6a, p asoi 1!5301 1,50.-03-1 I_,.. , 3,„.,,, , 3--TAZS Sirs :NT= ,...r.,, ,t s5 30i, 1 1 1 1 I 1 1 1.- 4- -1 — 1 1,——4 i I I— t-——4 _ _ - (E)CP-9034 I LIQUIDS TUNNEL PLC-2 I I 1 - A s 1 / 1 1111 .ISO'1 ' 1 • 1 1 y , iy. I I A L Jj — 4----1 - _ -t- r- - L I.- - I --) IIII I , 1 . ..... L... , > 3"V EL 1AIRLVELL 1 I TRATION STATION NORMAL NORMAL I EP 2 S.- '1-,,, _i32-2 >1 , 05331, 'ERA!: 3,3f A 1 1) tt 7----- ;-.., , . . I /__..... T 5351 I FROM(E)2"HPA LINE a E(CCZB-61 110. I STROBE 1 i (54,3AE ,500AE-\, - . . I STROBE 1- (6001/3• 02C 53 : t63375D1 ',Kt:,,'""`"T 5301 L.5302, I '— 67o, Foozs0, I I I s,- --1,se,s,4„) .> HORN . ——I i r I----t1 HORN H h.06 , 'I SILENCE 1 I 3ES,IE i _j 1 --5,4 ENCE WOHS I/ 1"HYPO(DOUBLE CONTAINED)AS , ,SAOSSM555 LT I --- 1- T_ 406.7.1 ov5,02 DRAWINGS 1'HYPO A i 1001 10 " 1 _ 2OF I T F I .2"OF • H 1. . 1t.8po , HYPO HYPO 6 r011 = . 1 1 DAY DAV 1'HYPO(DOUBLE i I TANK TANK I FROM CHEMICAL NO 1 STORAGE BUlt DING CONTAINED)AS SPECIFIED IN , , 50C i5 301 r. NO 2 1-. G DRAWINGS [ Lir 'GIRL IS, , 53,1 1 53,0 E7B., I 15 I 1 1_ 0 I 2"HYPO 2"x1"RED 0 2-HYPO 2")(1"RED .0 , 2-DR 2"DR w -r- IF-I 1 qi--.6?4— i* -17 -7 -.0111 - , • ,.., 1'HYPO ro IS rifibl----6- --4---Ti----41 1' HYPO 111. Li . Y TO EFFLUENT c .,. DISINFECTION PUMPS 1'HYPO 1'HYPO I A 2 rilif C:.— --4--74---411"-- 12,1 11101 9 4,,,,, Y TO EFFLUENT DISINFECTION PUMPS I a Y Y I E 1 LIQUIDS TUNNEL 3"DR "S' SUMP miHel—T1 . _ n...-- Y -, Ill I Y ,, - 13,01 F 1' HYPO TO SOLIDS BUILDING (s % 7 _ FROJ WOO `III f ' - - ' JLJEEH JULY 2011 IT 69 PROCESS 7F 77 DURHAM AWWTP AND INSTRUMENTATION ....... " tlttl EEH rax s 1200 SODIUM HYPOCHLORITE& -77,-1: 8/8,2017 ,IV dREGON THIS BAR IS ONE INCH aeanWServices LIQUIDS TUNNEL ..B.,_ C CAUSTIC IMPROVEMENTS 1200 ,,sck, ..;., 2— c.,SLS I '26 .8 ,,(I,SLS _ I',,,rIL I,*1376013 66-1200 dwg ..„,J5 WHEN DRAWING IS FULI SCALE —............_ _ _ — Our coasseltstet is cleat Kennedy/Jenks Consultants HYPOCHLORITE SYSTEM l,r,# NA 1•03,1 att atiso,lca I RE."0 DAIE ERN AF.C1 DrSCRWT1,14 2550 SW 1141storo Haw EfilLsborc Oregon 07123 0375 421 SW 6TH AVE SUITE 1000 PORTLAND OR 972CA1 DAY TANK DIAGRAM c.- 6823 1,010 Lnk.4,"JAW SCADA EFFLUENT DISINFECTION HYPO PUMP#1 _(TYP FOR HYPO PUMPS#2,3&4 WITH TAGS:5302,5303,5304) / RUN FLOW HIGH ` I COMMAND CONTROL REMOTE RUNNING it'a°---7)5301 r'''FE 7-A-Uf. 'N- T 530' T 5301 vt s 1 ON 1 ,5301, FAIL (YA PRESS 1;>-PAII t L 5301 ji It...5301 1 t---„,./ L 5.....„.__ I s (E)CP-9034 I LIQUIDS TUNNEL PLC-2 f'* HWj N3i '3t.3C3' ' 301r „n. 1' \'- rf I 1 1 1 1 1 1 1 i 1 1 1 I I .--, .._ 1 I 600M53CIT-T3CR RICH PRESS 120>'- ,`TITON'S' YL 1 1,5101 ' (,5301 I I I 600Pis _. INTEGRAL TO PI u(MTPYP OF 4) I I I ON LAS 3._ I I : -\ I (TYP OF 4) FROM DAY 1"HYPO ii. , 0 -r- Al _ . 0 I I I TANK NO 1 5:3IM > I A I ET 125C 'tt. -i"HYPO ,:". 0 _1 -r t , I ,6.. ., (F631421 fet;CAPS12., ,T2101_,L 01 1t„ I 1 , V 3/4"HYPO ',Z t k 1 FROM DAY 154 I 'I r _,1............. }.. . • 1/2"HYPO(DOUBLE TANK NO 2 112"HYPO CONTAINED t 1/2"HYPO .. .. I Vr 3/4'HYPO ".' V 11„,„ -./. ,_ t -ra II# -11 - 11 1°al[ EFFLUENT DISIN6c<FE)PC5TION HYPO PUMP#1 I. Y . —11111-1 —,I ,,,,,,,,,,, , I la co A o 6 at, ccB_i I r i-, 1-* I- 1 __,. F?2, -, ,,,,,,,p„,,,, CMPSti, 5532' 5303/ I- o w o z 0 I_ a.z c3, ,,, i (0 >-0 Ir 314"HYPO 0 0 (1;—-,.-- C I ...... i 0 1/2'HYPO(DOUBLE -.:."! — I 3/4"HYPO '''' V IV... r V. li Ill 11 11. lv Qr....._00....41.....6R) 1/2"HYPO III 1CONTAINED)-ii) 1 V2"HYPO _ 411 60005102 .H01-1 E00P1VTA02 i UT _J eI". CCB-2 I., .. ......, EFFLUENT DISINFECTION HYPO PUMP#2 ',y ..,,, co o 6 01 o w ..... I ...,,y > A o z I I - 6.t:`.. I "5 HI - i';,,1 I' ' ,600Pt i GOOPS1 CT Z 103, -2-''I >-.0 I a 1 ',_ LT I 0. 10 I I t--' toI., ...2 , T 3/4"HYPO .6.1— I100 rq).1 C 1r..._....._1 ,.(1.4 C-: 1/2"HYPO 112'HYPO(DOUBLE CONTAINED) ol V 3/4"HYPO 1/2"HYPO ; V t Ll"'"4 II W In 8 0 I . EsUP5301 --101-1 :,.-Intrt-.,3r,; w I Il•\„- -.1. > EFFLUENT DISINFECTION HYPO PUMP#3 .1 , -1- tn n E 0 UJ 0 Z , _ 0 0 t- P_. "T , el- >- i I & 0 II I- If 3/4-HYPO 0 rir 12<1—. 1 -,_ 6-Zi ta-1 1 1 t, , r 3/4'HYPO V c 1 1/2"HYPO i5 54 0 T-10-41 I IP. 11 lir 4 1116" II 1 111A OA Om a '2'' ir 'Is ti—s,0,2 E0GP5304 EFFLUENT DISINFECTION HYPO PUMP#4 HI- 6.00PCV514, S 1'HYPO _ „. A.I207 I f r Y 1"HYPO ,.,49;.:,42:ta,>:\ s s it T D <,56•-°' PoRC% U 4‘ I 2 - - _ G` DPN JUEEFI `.':,7; JULY 2017 PRI",two": 252 i I"`ITU 1,,A,E.rl' 70 ,... 77 D.,...n* so IIIMIIIIS - ,-.., DURHAM AWVVTP PROCESS AND INSTRUMENTATION 6Re5oN CN DS'''EEH gt,s o 1201 ' THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& F,V," 8/8/2017 - 'A- A .. CleanWaterServices LIQUIDS TUNNEL Z3,• ,>,,SLS =k2,fl-E.1376013 66-1201 dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS 1201 'g SCALE Ger commitment is that Kennedy/Jenks Consultantso HYPOCHLORITE SYSTEM- ,,,,, NA ,.Me Set 26 30212 "-- PINI SLS .3::...4,-, CO REV I, I/MT DWI APPO DEXIRIP,ION 2550 SW HANN,.livry Hillsteara Oregon 4,12M37E, 421 SW 6TH AVE SUITE 10CC PORTLAND OR 57204 CCB DIAGRAM --,,,r,. 6823 ..:,R STAMP IISCADA REUSE DISINFECTION HYPO PUMP#1 (TYP FOR HYPO PUMP#2 WITH TAGS 5306) I / RUN FLOW FLOW MIGII FLOW \trb71:" COMMAND CONTROL -, RATE ', REMOTE RUNNING FAI I PRESS ( rl 1 AU) r-ONA V YA ,,,putyi ,, ,, ''''-r" --,--• 'T--" '----r- 1 Ii 1 1 _ (E)CP-9034 --1---- - _ ___ T _ , - — - - LIQUIDS TUNNEL PLC-2 I 4 ! —4 A . I ,6NW, ' , , R\i //4J' ,/0XE,1 I.4A\i 1,411SET: t -t r '» t X -41zot. VDS ''' .;'' .Ios 1 'AIDS '- (*.'. 11VaVi t A.3.Y r., 'Y' '`j. •:ii• `ci- I 1 y I I 1 1 1 1 1 I 1 I 1 - — _ - 1 _ I1 L--------1---01 _30,5c-1,..,RCRS HtC1H PRESS 120'- ifiJOHS)EllisI -I . I I ?=.:Tilik, 1 `,...._-" --- I (TYP OF 2) I INTEGRAL TO PUMP , ON FAIL I 120) 1I 5 2, 1 1 I 3---, ,4201,, ' (TYP OF 2) 1 I"PW-T . IFROM TEPID (E EMERGENCY EYEWASH! SHOWER I I A1201 FROM DAY 1"HYPO TANK NO I > L I ) /644F i" 4-404-S`R --- ACCESS WALKWAY IN ,'3C5 LIQUIDS TUNNEL I1 a;2o) '''. 1'HYP° V 1/2"HYPO _ I ,81 FROM DAY -I- •r.') E--1 L'f_l 1/2"HYPO{DOUBLE .ax. TANK NO 2 . CONTAINED) V 1 i2"HYPO L. ._.........1.7) ,...1(.3i-c 1/2"HYPO H 1/2"HYPO II I F ----- 5 ,--1- i . 1 62010305 3/441/2" 663PC.v3t7,I TO FILTER REUSE DISINFECTION HYPO PUMP#113 Al a H ,, 76ncpr, itha.st-k C; 'I 5306 )306 I re.,, I 18: -,-Zi li 112"HYPO ,i _1_ ACCESS WALKWAY IN `Ca '--4 I 0 E 1 c, LIQUIDS TUNNEL I --ao 1/2HYPO 4 W 12"x3/ d 6. 3 1 3c/z41/2" . 1/2HYPO 0 —Oh . 6,-...3pc<v!1,305,--4-. 10 01-01—TO FILTER REUSE DISINFECTION HYPO PUMPS? 12 Til Y , I9 '- --NO DOUBLE CONTAINMENT , IN FILTER TUNNEL c _c o i a I f?, 5E e 0 I 0 cir- 0"JUEEH ;4 JULY 2017 P14,01 N.,* Si rCET tiTLi ri+61T n L, 77 47 c,,, . ,dp • ,4„ _ a . ..... ,.— tv DURHAM AWWTP PROCESS AND INSTRUMENTATION ",- ,141acat1 I202 - -- '''' THIS BAR IS ONE INCH SODIUM HYPOCHLORITE& Dcl 818,2017 LIQUIDS TUNNEL I 8 c+.SLS CAO r.F.1376011664202 dwg WHEN DRAWING IS FULL CleanWAeiltavices CAUSTIC IMPROVEMENTS 1202 ..<7. - Appc.SLS SCA.,_E SCALE • -- Our oosnibamst iv clear Kennedy/Jenks Consultants- HYPOCHLORITE SYSTEM ,,,, NA lamtrts utL cgolola I CO REV* CATE DAN APPD DESCRIPTION 25SO SVV Hillst-KAo Hwy Klisbora,Orego4R7123-927S 421 SW 6TH AVE SUITE 1CRO PORTLAND OR 97204 .REUSE DIAGRAM ,,,,,, 6823 PPC_* EIN,,SI AMP SCADA SOLIDS ODOR CONTROL HYPO PUMP#1 (TYP FOR HYPO PUMP#2 WITH TAGS 5302) SUMP VALVE VALVE OPEN LEVEL I OW-LOW HIGH-HIGH RUN FLOW FLOW HIGH ' C12 III FLOW r-s-,-: 4201 HIGH OPENED CLOSED COMMAND rTi'LA 1 I/Z701, ZSC' rZI02/ 5301 I 1,,,5301 1,,5369 5.3ori,i ..--.. !, I , .._r_„.. ,,,,_ F-1 _51_,,30-I Li ALARM 1- 1`L.ALL LOW I LALTI J 33°1-1 L 33°Y 1,HIGH‘ [—LA-.Ill ''..-F/ ALARM 'Ll-A.111 1 -, „5,40 i COMMAND CONTROL ONVI 5301 n' FC 5391 \Li:A • TE -FI ' F5,30 I , _I REMOTE RUNNING r537:01AU) \-_,--J/2 - ',.' (ON L k 5 i 301 , _\__,...2_3. FAIL PRESS ..--\„53101„,i ,,,TIII,171-1 LEVEI. til -A. LIL-Tz_r 1 1 1 - - - -1 - -1 - -- - - - — - _ _ _ _ - _ _ _ (N)750LCP5501 SOLIDS BUILDING PLC-6 ,Xs\, r.,. 4•,, i,,,. .-A A-, r,/,',s,': /. , ,..,-.„)',4 j *1 , FC•si i,• LI .,[ /A\11 4. , YA, , A; k j I - f YI Y 1 1 1 y 1 ,.... y I' 1 1 1 1 1 1 1 Y 1 1 i 1 ti; 1 I _ _ - — - L J-4 —r J - - - - - - - - - _ _ _ 1-- - 1 I1 1 1 111 .., 1 _ --- Aws6 , I ---,-„, , ,.,,5301;, I I ,-1_, • / - = I DOOR#1 DOOR*7 > 930P5301-LCS HIGH PRe.s.E, NORMA:, AR,RMAi . . , ,, , 0 ft— ' I , .- FROM(E)I I;IT CV5301 VD'JJ /430)(i"- _ 1 ' 1 I HPA LINE r5G1F1 1 (TYP OF 271 j- sTF,u8', 1 i STROH 2 2"OF I /' i SOLIDS BUILDING INTEGRAL TO PUMP HORN HORN *.: h-711 HYPO ON FAA. 1 i 1 7. i 1 DAY , stEtc( 1 I SKr:NCR I 100 A,12(110 , 1 1-.HYPO to r TX- J i 5 i?' 53491, TANK NO 1 1 5.7,31-5:1G' 1 f 1 (TYP OF 2) FROM ,'309SI,_j "LGO-IS , L- 5104 ,, .• i ,I- 1 I I I I _E. 'RED , > 1 I I 2"DR 0 Hi 2"HYPO 2"xl-.4,-6-4c0i—c4•1., ....,„, i - ;.., w;,-,. . i 1 I 0 - II: , • I_ I 8 . t ,!ia x3/.4 I,- 0 tC, ri I 1/2”HYPO 0 1/2"HYPO op, 1/2"HYPO —1; ,;II" : ,.,) _ I/ 1>- 1°T IP I/':.':',I i 1 933P'091 314 01/2 • ,,,,, SOLIDS ODOR CONTROL HYPO PUMP#1 --L. -F. I TO CHEMICAL ODOR SCRUBBER .1._ 8 LITROLIL y/ta:404,1.\ P--920SLI CS-72 I E'' I:, _ 1 T 1.- 1 ___,"50FS' I 0 A EA - 420'; ,• -7Q $10 I 1-PW -T UT HYPO 1/2"x314' II IN 'I/2"HYPO -6 - 10,1- . I *11 Ox Alf , 0° FROM TEPID EYEWASH." 1--.43,-p53,,_ , 3/4'x112' g WATER EMERGENCY SOLIDS ODOR CONTROL HYPO PUMP#2 • ,3,:r--,.-vsyy.i T..., . .2 SHOWER I ,j, ___ a i''., f. _7 W Sk,12:,i SOLIDS BUILDING T __. _ _ __ __ 4L-4 „,,,....sEOPROF IILIAITIL -- , ,_ A IIII?- CON JUEEH L'7,4' JULY 20-17 . ,RCU NAME S',EET-Fa LALLT 72 L.- 77 Jm-. ct MIIIIIMIIIIM - DURHAM AWVVTP PROCESS AND INSTRUMENTATION C,I N D"EEH Dv" I300 ____ SODIUM HYPOCHLORITE& 5/8/2017 GATE 4,4 c 2 L THIS BAR IS ONE INCH aeaTIWAe7kIrSesvices SOLIDS BUILDING ,;,,,'' ,>AC.SLS ,--AG,P,.1376013 66-I300.dwg WHEN DRAWING IS FULL CAUSTIC IMPROVEMENTS 1300 44,,LSO 64 SCALE Our comedtaest is glen HYPOCHLORITE FEED PiCs NA Kennedy/Jenks Consultants ' InmAroi aFT: (6/33/2(11 • A' 1 02? F°SLS SCALE kEV S CATE [RN ',PPP CCS,IRIPrirSi '2550 SW H,115601-o Haw FILIstlat0 Oregon 5)7123-5375 421 SW 6TH AVE.SUITE 1300 PORTLAND OR 37254 SYSTEM DIAGRAM ..,,,, 6823 PRO.,It 59,..+A STAMP ••• . ISCADA CAUSTIC FCV HAD FEED TANK LEVEL LOW-LOW H!-H! OPEN VALVE VALVE /---R-EMOTE- LEVELIEVEI ALARM LOW HIGH ALARM LEAK COMMAND OPENED CLOSED FLOW ^-� n,.. Ir^til �-""' ( -� �..-. I -, l';'''‘. .. �STOP1 E.711 lI LI LALI y LA. LAH IAHH LAH ZYO` ZSO PSC ti HIGH -- II- t ty ,51501, 15 31; `5501 i ,M51! 5501 A`r:d11 �.�$i)9, �., 1 eYJ�J �550t f. 2 F?_' 5503, —r J 'rte ! —r---' ( =. _ _ I I I I 1 I I I I i 1 I _ 1 (h)750LCP5501 I I I (N)750LCP5502 SOLIDS BUILDING PLC-6 I 1 SOLIDS BUILDING PLC-5 I I I I I I I I LL1 Ctihl / C' 2Y? SOI 3I/vs ' H < I 550E 0,/ I A L � I _ 5o11Asa" � LST' 14j I I ! iorl r FROM EXISTING I HPA LINEREMOTE STOP 1H5 5503-f/ I I I I i I 1..._ 2"CAUSTIC Ij ;13 e0LSN 5s..s5501 1 I 5501 f-------- 01"""""""`"" """'""."7 5!< .f. 2.,OF s `H I3 i i ',....,... u CAUSTIC , BULK m STORAGE TANK ii_I Fl NO N (E7 90 T u1 �3P zsd, CAUSTIC E ;,501 DAY TANK ( e Ps , T: I m p I r ,-I s-. • DRIP LEG li 2"CAUSTIC Q 22"CA {UuS `TI C y-� 1"CAUSTIC t� 5 �. 1=---�i1 z'DR �I IF (1:1 f-77O' N I J) 1 '—I -. TO SRF c TRUCK FILL � - ___ -.—— c. x�cr,��n STRUVITE.RECOVERY EACH Fry c CONNECTION I 0 1°'CAUSTICla A li' VI 1-: ODTO SOLIS -,Y, DOR CONTROL CAUSTIC PUMPS IT; jfl PPO op, I U - Fiu _ _._._. _ ts+1.t»navF sr+rermlT s,«[r 73 rx- 77 OW,• e :01:2E1::707 , ''�a JLtEEH AJULY 2017M DURHAM AWWTP PROCESS AND INSTRUMENTATION o SES ;,s,�• 131a THIS BAR'MNG I INChI —� SODIUM HYPOCHL©RITE CAUSTIC UNLOADING STATION "' $°a,2o17 � 1 IS -4,I CAUSTIC IMPROVEMENTS If> ar i c>xSLS :- .1 ¢•9376013.5fi-1310dwy WHEN DRAWING IS FULL es Caommidntbolw [��Af�`� • NA ZI SCALE. Kennedy/Jenks Cansultants3` "Fx'G.SLS :.4.a.e. D[5CRIP1101 2550 SW Hinshaw I-My. HOIpEOro Oregon 9112.3.9319 421 SWATH AVE SUITE 1000.PORTLAND OR 07204 sp.,,f• 6823 5110 15AM.P. oa r:V• WI DRY raQn I SCA SOLIDS ODOR CONTROL CAUSTIC PUMP#1 (TYP FOR PUMP#2 WITH TAGS:5502) TYP OF 2 TYP OF.6 / RUN FLOW FLOW HIGH 1 / COMMAND CONTROL RATE / FLOW '. REMOTE RUNNING FAIL PRESS ORP PH I As 1 -r --1-- I I I I— — (N)750LCP5501 SOLIDS BUILDING PLC-6 I II I,,,:>1 ,,,1 ( ( A.,, <A, ...1 /Al >/A111,1 2 lcd '' ) ' '1 . ) ' 1 420 ,,Bi3._ ok50 / I I I I ,.., T I i Li I -1, /-- 1I i 4 i 1 1 1 I 1 1 I _ I , . ' lo- I DILUTION WATER I , 1 , I . --,,....1,_ _•—, In> 930P5501-LCS HIGh PRESS 7. 1-°41R TA CAUSTIC .930HS, , fAUIT111C24S0YSTEM STROBE i' I (TYP OF 21 METERING PUMP I ' 12",> i''5')vi:) ;,''2:',' i J., 11 1.) I I I_ 1 _H. /// / SKID SEE SECTION . ..___ :isori - , I . I INTEGRAL TO PUMP I ,.., FROM TEPID (E WATEROc . .. ) EMERGENCY . m F'l '. Yl. EYEWASH i , (TYP OF 2) I , , , . ' I SHOWER 1 C.RT PH 930AE ---- . 1"CAUSTIC 41G1 1 I FRAOM'lliBaULK i CAUSTIC TANK > ,- --i - I I . If', , 4 ,N3C-PI\ 4.3rIPSIA I I ti_l .:, L ' ! , • ''''‘ 4) I ..! , . , . 9 o ( <1------iin-tl-C- ;ITS:PI, , 1/2 CAUSTIC I 112 x.31.4 1/2'CAUSTIC T .----o-I 1 1....,•(:, w. '.55;L,1 , of 0 1 I 1/7 CAUSTIC 3/4"x1/2" so • ' 1 0 '''r (n. . 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NA lEmotx UTE a:watt I ALE 60 551* DATE DRN PPM DESCRIPTION 2669 SW HIllsbaa tiwy Filiisborp.Oregoa 97123 93 i a 421 SW'6TH AVE SUITE 100 PORTLAND OR 97204 DIAGRAM OAS 6B23 PRO.tr CROP STAPP k .;; •••••••. 1 SCADA rPOF2 OPEN VALVE LEVEL LOW-LOW HI-HI RUN FLOW FLOW COMMAND ALARM LOW HIGH ALARM LEAK FLOW COMMAND CONTROL RATE REMOTE RUNNING FAIL_ PRESS_ ��I { �' 0E-3 LA: LAH• 1_0.NH r IAFi`. S �OMYy FC Y FI�•'� AU '� OV y YAi LPAH1' zY OPENED .7 CLOSED '`�[, {/ 1 - �a9r^1_ 4901; �a`A, 4-4 1 4292" .4905,� n-0 i r� l'4901 14901'1, �39Di—a� 0,19°11;31t4�1.; , �_- I _ a.,1 t I 43C ,3 �. _ - ,L961, 490t 4961 f-_ i` 1 I „r 1 1 1 _ _ _ — — — — _ — _ — . _ �c.--_ — -- -1 r _ _ - - - (N)750LCP5501 _ _ _ — _ — I SOLIDS BUILDING PLC-6 I I I LI s.;". �("pX2si1 [ i14. ,_ '1 4r f 901 / T 31901 i • i 1 i 1 I I L 1 1 l ——J j — I I 24 STROBE 1 ,,766v � 42°2' UF. I I r #"PW-T r 750P4901-LCB HIGH PRESS aRr 20 - ;17931-1S L ' FROM TEPID EMERGENCY SULFURIC ACID --- -� I WATER EYEWASH METERING PUMP ! SHOWER SKID SEE SECTION I + 75051.44222 1 11240 — 1 – x1r I ' I .w 1 I 'i 2'ACID°P. ►4 .s N INTEGRAL TOPUMP FROM EXISTING ON FAIL HPA LINE I � (_, 1...,sBOG � .. Y YL r 1[I 1 T 49 1 � 1 1 FROM EXISTING jINE I 1 i HPA L1 2_OF s �I 1 1 I ' I I �� i > 4Q SULFURIC O ,;� sw�, 4, ;�, a I'� ACID ,,, ri,;' I .1izJ�.I BULK I " t 1 STORAGE I I I TANK 0 i j I b vx4„ ! i i 1/2'ACID <0 1a0 ;;>(IO�.. 2.. 3' 112 ACID110.411 4 !� 112 ACID 112"ACID _ 3;4"9112" ;x4905 TO CENTRATE n a 2 . 750F451,1 75.,PC 4151 -- WL 1 u C- 1;s nP,u SULFURIC ACID PUMP Z` 451',iJ o 2"x12"RED 0 112"ACID I I--1� t 2"ACID 112"ACID I D ,z°DR' CT F I C!' � c, TO cENTRA.T£ am , TRUCK FILL CONNECTION • ♦ A 7� c>a y: WETWELL 2 N I p 112"FLUSHING 112FLUSHING CONNECTION CONNECTION SOLIDS BUILDING o 4i Ir 0 0 c L+r .�2y� V. eV',uINE 0 4<,.. ,p O,,'3 Q 9-31791-0 irr - -.rlEel nrlr ;a*t 75 I'; 77 tw'�a t — R;l,l NAME JULY 2017DURHAM AWWTP PROCESS AND INSTRUMENTATION 7-,.„1',. 8t8f2017 #1'<5"0 urn,.11i£E--- ___— _____._..._._.__._.._ _ 3 G 1 DtR S .:cue �> EEHt• 1312 THIS BAR IS ONE INCH �M SODIUM HYPOCHLORITE$� SOLIDS BUILDING SULFURIC h WHEN DRAWING Is FULL aeanW-AerServicesCAUSTIC IMPROVEMENTS ACID DIAGRAM * NA I .^-N SLS Ac t�l*1376013.66#312.dwg _ _ Oar�mmltnsmt u elan I[ I SCALE. Kennedy/Jenks Consultants., ACID 6823 L x P;;:u a-' SLS :-,CIN.r 410i 24)4 Eft, ACPJ D[SrCRIPTI0 _ 2550 SW HWO4ra H9191996.Oregon 97123-P379 421 SW 6TH AVE.SUITE 5000.PORTLAND OR 97204 PRO,