The URL can be used to link to this page

Plans (128) RECEIVED CONTRACT DOCUMENTS APR 262018 For the construction of the CITY OF TIGARD Durham Advanced Wastewater BUILDING DIVISION Treatment Facility Dewatering Centrifuges Replacement Project 6893 C1eanWatServices ovi I s f AL INSPECTION REQUIRED �F�I�E C Sate of Oregon Structural Specialty Code ❑ Concrete and Reinforcing Steel Volume III of IV „LEI Bolts Installed in Concrete CITY OF TIGAI-tD ❑ Special Moment-Resisting Concrete Frame Drawings REVIEWED roved FOR] CODE COMPLIANCE ❑ Reinforcing Steel&Prestressing Steel Tendons Ar � - ! Structural Welding OTpC: I ] bi High-Strenght Bolting Permit##: ❑ Structural Masonry Address: � � r -�a �$ �• $ ❑ Reinforced Gypsum Concrete Suite##: --� Date: ��. 1=1 Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials El Pilings, Drilled Piers and Caissons k! ire ❑ Shotcrete CITY OF TIGARD ❑ Special Grading,Excavation and Filling Portland, Oregon Approvegl by Planning ❑ Smoke-Control Systems April 2018 Date: ` r l t 0 Other Inspections Initials: DURHAM ADVANCED WASTEWATER TREATMENT FACILITY DEWATERING CENTRIFUGES REPLACEMENT PROJECT 6893 CLEAN WATER SERVICES 16060 OWN SW 85TH „, „.,.. AVE ''''t ' TI GAR D OREGON TIGARD, OR 97224 PROJECT .. LOCATION , � ,,- L ,/,' DRAWINGS - APRIL 2018 A- S `I'�` , ,v �� ,�.... �. ,>. T b-, HOOD RIVER ( ., , PORTLAND �� PENDLETON a .. TIGARD, ® THE DALLES ;.. TILLAMOOK ENTERPRISE # 1 t,, . LA GRANDE �" N ' i ' a , r aw � �� '� t� ,^ s z _ 4 ' Q SALEM w wF. N WPORT roI ° ® DURHAM U8 PRINEVILLE FACILITY d © REDMOND "' ..„.. v j SISTERS \'*1 � "� '� � �� " EUGENE BEND VALE �o? ., O V"/ BURNSx +'1 gl ROSEBURG Q 0 OREGON F ' N � o� ip C �' Q • „sa” % w `G `4k Ei F GOLD ! �r ;�°` �� ,� aBEACH MEDFORD L._.._.._ ._..�,..,..,,e• .._.._.._..J KLAMATH FALLS LAKEVIEW ui PROJECT LOCATION N N 16620 SW 85TH AVE ED O LOCATION MAP TIGARD, OR 97224 N. VICINITY MAP com °i c.,,,,,..,„:„,,,,,RaFFs 4 2 54903PE re C7 oalc sNEer rine SHEET:1 or: 65 owG# : DaN: LLK DATE: 001-G-001 01-G/04/Z 01 GENERAL Digital Sig nature CLEAN WATER SERVICES psN: LLK DWG' 001-G-001 on°E, APR 2018 OREGON oo 04 DURHAM AWWTF w 001-eu. ONE INCH WHEN l�leanWaber Services ZANL' TITLE, VICINITY AND 001-G-001 AFTT�v�RE`P° CHK: 001-G- SW DEWATERING CENTRIFUGES a 001-G-001 698577.dgn DRAWING IS ov=ooater'nti.'t,:,= LOCATION MAPS P`°" Z REPLACEMENT �w5 I I EJ S„D JDD scA.e NTS FULL SCALE. 12/3uzo�8 LL REV DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 Pay#. 6893 INDEX TO DRAWINGS SHEET DWG NO. DRAWNG TITLE NO. 001-GENERAL 1 001-G-001 TITLE,VICINTY AND LOCATION MAPS 2 001-G-002 INDEX TO DRAWINGS 3 001-0-003 OVERALL GENERAL LEGEND 4 001-0-004 ABBREVIATIONS-1 5 001-0-005 ABBREVIATIONS-2 6 001-G-006 INSTRUMENTATION AND CONTROL LEGEND-1 7 001-0-007 NSTRUMENTATION AND CONTROL LEGEND-2 8 001-6-008 STRUCTURAL GENERAL NOTES 9 001-6-009 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS 10 001-0-011 PIPING SCHEDULE AND DESIGN CRITERIA 11 001-G-012 ELECTRICAL LEGEND-1 12 001-0-013 ELECTRICAL LEGEND-2 13 001-G-014 SOLIDS PROCESS SCHEMATIC-1 14 001-0-015 SOLIDS PROCESS SCHEMATIC-2 005-SITE DEVELOPMENT 15 005-C-200 OVERALL SITE PLAN 008-INSTRUMENTATION AND CONTROLS 16 008-4001 P&ID DEWATERING CENTRFUGE FEED 17 008-1-002 P&ID DEWATERING CENTRFUGES 18 008-1-003 P&ID SCREW CONVEYORS 19 008-1-004 P&ID POLYMER SYSTEM 20 008-1-005 P&ID FERRIC PUMPS 21 008-1-100 CONTROL SYSTEM BLOCK DIAGRAM 22 0084502 TYPICAL TERMNAL BLOCK MARKING 23 008-1503 FERRIC PUMP LOCAL CONTROL STATION 24 0084600 WRING DIAGRAM LEGEND 25 008-1-601 TYPICAL WIRING FERRIC PUM'S 26 0084603 TYPICAL WIRING OPEN/CLOSE GATES&VALVES NO LCS 27 008-1-622 TYPICAL WIRING POWERED OUTPUTS 28 008-1-703 TYPICAL WIRING-ANALOG ELECTROMAGNETIC FLOW METERS 740-DIGESTER COMPLEX 1 29 740-D-130 DEMOLITION LOWER FLOOR PLAN 30 740-M-135 MECHANICAL PIPE GALLERY PLAN AND SECTION 31 740-E-135 ELECTRICAL PIPE GALLERY SECTION PLANS 750-SOLIDS BUILDING 32 750-D-131 DEMOLITION LOWER BASEMENT PLAN 33 750-D-141 DEMOLITION CENTRFUGE PLATFORM FRAMNG PLAN 34 750-D-142 DEMOLITION CENTRFUGE PLATFORM PLAN 35 750-D-143 DEMOLITION MAIN FLOOR SECTIONAL PLAN AT ELEVATION 161.0 36 750-D-501 DEMOLITION DETAILS 37 750-5-141 STRUCTURAL CENTRFUGE PLATFORM FRAMNG PLAN 38 7505501 STRUCTURAL DETAILS 39 750-S-502 STRUCTURAL DETAILS 40 750-M-131 MECHANICAL LOWER BASEMENT PLAN 41 750-M-141 MECHANICAL CENTRIFUGE PLATFORM PLAN 42 750-M-142 MECHANICAL MAIN FLOOR SECTION PLAN AT ELEVATION 161.0 43 750-M-143 MECHANICAL MAIN FLOOR SECTION PLAN AT ELEVATION 173.4 44 750-M-161 MECHANICAL PARTIAL ROOF PLAN 45 750-M-501 MECHANICAL POLYMER MIXNG DETAILS 46 750-M-502 MECHANICAL SECTIONS AND DETAIL 47 750-M-503 MECHANICAL POLYMER MXER DETALS 48 750-M-515 MECHANICAL DETAL 49 750-E-130 ELECTRICAL ELECTRICAL ROOM PLAN 50 750-E-131 ELECTRICAL LOWER BASEMENT PLAN 2 51 750-E-141 ELECTRICAL CENTRIFUGE PLATFORM PLAN a 52 750-E-142 ELECTRICAL MAIN FLOOR SECTION PLAN AT ELEVATION 161.0 u> 53 750-E-161 ELECTRICAL PARTIAL ROOF PLAN 54 750-E-630 ELECTRICAL CABLE BLOCK DIAGRAMS 900-ELECTRICAL 55 900-0-601 DEMOLITION 11MCC10001 ONE-LINE DIAGRAM 56 900-D-602 DEMOLITION 11MCC100020NE-LNE DIAGRAM 57 900-E-201 11MCC10001 ELEVATION 58 900-6-202 11MCC10002 ELEVATION 59 900-E-601 11MCC10001 ONE-UNE DIAGRAM 60 900-E-602 11MCC10002 ONE-UNE DIAGRAM 61 900-E-603 "PANELBOARD SCHEDULES ao 999-DESIGN DETAILS 62 999-1-500 NSTRUMENTATION&CONTROL SYSTEMS DESIGN DETAILS 63 999-M-500 PROCESS MECHANICAL DESIGN DETAILS 64 999-6-500 ELECTRICAL DESIGN DETAILS I 65 999-6-501 ELECTRICAL DESIGN DETAILS 2 a REFERENCE DRANINGS-DURHAM FACILITY PHASE 3 EXPANSION,2002,HDR RECORDED DRAWINGS 463 999-1-500 NSTRUMENTATION&CONTROL SYSTEMS DESIGN DETAILS 464 999-M-500 PROCESS MECHANICAL DESIGN DETAILS a 465 999-6-500 ELECTRICAL DESIGN DETAILS 1 C rn I- r con N rn tDI PROFFS o vS� m x/09 4 54901PE grE: TITLE: SHEET:2 OF: 65 DWG#: DaN. LLK DATE: 04/04/2018maimmi fir- CLEAN WATER SERVICES GENERAL DigItalSignature EGON Q DON: LLK owe#:001-G-002 `�\\C` gi APR 2018 DURHAM AWWTF DATE: BP 2yep PO THIS BAR IS aeanWater Services Ch2A 1! INDEX TO DRAWINGS PLC#: 001-G-002 1'T vv.RE,s` CAD FILE#: ONE INCH WHEN OAK: BWR 001-G-002_698577.dgn DRAWING IS DEWATERING CENTRIFUGES Our commitment i#clear REPLACEMENT CWS I 12/31/2018 APPD:JDD SCALE:NTS FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pw#; 6893 U_ I I SECTION AND DETAIL DESIGNATIONS DRAWING NUMBERING LEGEND 111 SECTION LETTER ON DRAWING WHERE SECTION IIDESIGNATION IS CALLED OUT: ;� DRAWING NUMBER EXAMPLE: 715-M-141� 715-M-301 WHERE SHOWN 7SECTION(LETTER)OR SECTION FACILITY/AREA NUMBER DRAWING DETAIL(NUMERAL) CUT ON DRAWING WHERE SECTION LEVEL OR DESIGNATION OR DETAIL IS CALLED OUT: DISCIPLINE(S)/TYPE CODE TYPE CODES 1 DRAWING NUMBER WHERE SHOWN W 715-M-501 DRAWING NUMBER FACILITY/AREA NUMBER DISCIPLINE/TYPE CODES DRAWING LEVEL/TYPE CODES (REPLACED WITH A LINE SECTION DETAIL IF TAKEN AND SHOWN CALLOUT CALLOUT FACILITY NAMES AND NUMBERS SHOWN A-ARCHITECTURAL 100-PLANS ON SAME SHEET) ON INDEX TO DRAWINGS ON 001-G-002. C-SITE DEVELOPMENT(CIVIL) 130-LOWER BASEMENT LEVEL CE-CIVIL EROSION CONTROL 135-UPPER BASEMENT LEVEL O SECTION TITLE CL-CIVIL LOCATION 140-GROUND LEVEL A SCALE CG-CIVIL GRADING 150-SECOND FLOOR LEVEL ON DRAWING WHERE SECTION CY-CIVIL YARD PIPING 160-ROOF 715-S-301--.—________._.___IS SHOWN: D-DEMOLITION 200-ELEVATIONS DRAWING NUMBER(S) E-ELECTRICAL 300-SECTIONS WHERE CALLED OUT EP-ELECTRICAL PROCESS 400-LARGE SCALE PLANS EF-ELECTRICAL FACILITY 500-DETAILS EL-ELECTRICAL LIGHTING 600-SCHEMATICS,DIAGRAMS,SCHEDULES O DETAIL TITLE EC-ELECTRICAL SPECIAL SYSTEMS 700-TYPICAL SCHEMATICS,DIAGRAMS,SCHEDULES SCALE ON DRAWING WHERE DETAIL ES-SECURITY 900-PHOTOS(IF NEEDED) 715-M-141.--._______________IS SHOWN: FP-FIRE PROTECTION DRAWING NUMBER(S) G-GENERAL WHERE CALLED OUT H-HVAC I-INSTRUMENTATION AND CONTROL L-LANDSCAPING M-MECHANICAL P-PLUMBING DESIGN DETAIL DESIGNATION R-RENDERING S-STRUCTURAL NOTE: DESIGN DETAIL DOUBLE LETTER CODES NOT LISTED TYPICALLY INDICATE MULTI-DISCIPLINE/TYPE DRAWINGS. DESIGNATION 12345 (SHOWN IN DESIGN DETAIL DOCUMENT) NOTES: 1. ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED IF DESIGN DETAIL DESIGNATION IS NOT SHOWN 2. THE TERM STANDARD DETAIL,OR A FORM OF IT, IS SYNONYMOUS WITH DESIGN DETAIL AND REFERS TO THE DESIGN DETAILS FOUND IN THIS SET OF CONTRACT DOCUMENTS. M 3. THE DESIGN DETAILS REPRESENT THE CHARACTER AND A: NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. ALL ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE 2 SPECIFICALLY REFERENCED OR NOT. F 0 J a KEY NOTE DESIGNATION 0 N V di o 0 KEY NOTES I- O NOTE. 1 ()NOTE. 0 O NOTE. U 0 GENERAL NOTE: co 1. THIS IS A STANDARD LEGEND SHEET. co cA THEREFORE,NOT ALL OF THE INFORMATION ml SHOWN MAY BE USED ON THIS PROJECT. S��p PRO o \ o 954903PE r ORIG SHEET TIRE: SHEET:3 OF: 66 moat OREGON _ Digital Signature ORN: LLK DATE: 04/04/2018 CLEAN WATER SERVICES GENERAL PEaT APR 2018 DSN: LLK ow°t 001-6-003 THIS BAR IS �. __—_ �� DURHAM AWWTF PATE Bp Ctrsxp Pa 1:11f CHK BWR CADFIIE* ONE INCH WHEN -- - - - C ►7G[vlt� �L/IIr DEWATERING CENTRIFUGES OVERALL PLOD 001-G-003 �rW�E,s� z 001-6-003 698577.dgn DRAWING IS Oar eommitseet is cleat GENERAL LEGEND I J APPD:JDD SCALE:NTS FULL SCALE. REV# DATE BY ETVR Crus DESCRIPTION 2550 SW HUisboro Hwy. Hillsboro,Oregon 97123-9379 REPLACEMENT 6693 ( 12/31/2018 LL A AMMETER,AMPERES,AWNINGS CDF CONTROLLED DENSITY FILL DDI DROP INLET FNSH FINISH Y IC INTERRUPTING CAPACITT AB ANCHOR BOLT,ABOVE CE CONSTRUCTION ENTRANCE DH DOUBLE HUNG FOB FLAT ON BOTTOM ID INDUCED DRAFT,INSIDEADIAMETER ABDN ABANDON CFM CUBIC FEET PER MINUTE DI DUCTILE IRON FOG FATS,OILS AND GREASE AC ACOUSTICAL,ACOUSTICAL CEILING CFS CUBIC FEET PER SECOND DIA DIAMETER FOT FLAT ON TOP IE INVERT ELEVATION AC ALTERNATING CURRENT DIAG DIAGONAL FP FIELD PANEL I.F. INSIDE FACE AC ASPHALTIC CONCRETE CHEM CHEMICAL DIP DUCTILE IRON PIPE FPM FEET PER MINUTE IG INSULATING,INSULATING GLASS ACFL ACCESS FLOORING CHKD CHECKERED DIR DIRECTION FR FORWARD REVERSE IN INCH ACI AMERICAN CONCRETE INSTITUTE CI CAST IRON FRP FIBERGLASS REINFORCED PLASTIC INCAND INCANDESCENT DN DISCHARGE INFL INFLUENT ACMU ACOUSTICAL CONCRETE MASONRY CIP CAST IRON PIPE,CAST IN PLACE DN DOWN FSHS FOLDING SHOWER SEAT UNIT,ACOUSTICAL CMUCIP CULVERT INLET PROTECTION DODISSOLVED DOL DIRECT-ON-LINE INJS INJECTIONS OXYGEN FT FOOT OR FEET ACP ACOUSTICAL PANELS CISP CAST IRON SOIL PIPE FTG FOOTING INST INSTANTANEOUS ACST ACOUSTICAL CJ CONSTRUCTION JOINT DP,DPNL DISTRIBUTION PANEL FU FIXTURE UNIT INSTM INSTRUMENT,INSTRUMENTATION ACT ACOUSTICAL TILE CKT CIRCUIT FVNR FULL VOLTAGE NON-REVERSING INSUL INSULATION AD AREA DRAIN CL CENTERLINE DR DOOR FVR FULL VOLTAGE REVERSING INVT INVERT ADDL ADDITIONAL CLDI CEMENT LINED DUCTILE IRON DS DOWNSPOUT FWD FORWARD IP INLET PROTECTION,INSTRUMENTATION PANEL ADJ ADJACENT CLG CEILING DWG DRAWING IRRIG IRRIGATION ADW DRY WEATHER AVERAGE CLR CLEAR,CLEARANCE DWL DOWEL LTG INSULATED TEMPERED GLASS AFD ADJUSTABLE FREQUENCY DRIVE CLFS CONTROLLED LOW STRENGTH FILL 6. DELTA G,GND GROUND ITX ISOLATION TRANSFORMER AFF ABOVE FINISHED FLOOR IU INTAKE UNIT AFG ABOVE FINISHED GRADE GA GAUGE 1W IRRIGATION WELL AG ACOUSTICAL,ACOUSTICAL GLASS CMP CENTRAL MONITORING PANEL GAL GALLONV AGGR AGGREGATE E EAST,EMPTY GALL GALVANIZED CMP CORRUGATED METAL PIPE GB GYPSUM BOARD AHR ANCHOR CMU CONCRETE MASONRY UNIT EA EACH,EXHAUST AIR GC GROOVED COUPLING AISC AMERICAN INSTITUTE OF CNTR COUNTER EB,EBCT EMPTY BED CONTACT TIME GCMU GLAZED CONCRETE STEEL CONSTRUCTIONECC ECCENTRIC CO CLEANOUT,CARBON MONOXIDE AJ ADJUSTABLE EE EMERGENCY EYEWASH MASONRY UNITS AL ALUMINUM EF EACH FACE,EXHAUST FAN GFA GROOVED FLANGE ADAPTER ALKY ALKALINITY EFF EFFICIENCY,EFFICIENT GFI GROUND FAULT INTERRUPTER J JALOUSIE COL COLUMN,COLOR JA JAL-AWNING ALTN ALTERNATEEFL EFFLUENT GFR GROUND FAULT RELAY CONC CONCRETE JB JUNCTION BOX AM AUTO-MANUALEIFS EXTERIOR INSULATION AND FINISH SYSTEM GH GREENHOUSE COND CONDENSATE GL GLASS JAN JANITOR AMRD ACOUSTICAL METAL ROOF DECKING CONDTN CONDITIONED EL ELEVATION JCT JUNCTION CONN CONNECTION ELB ELBOW JT JOINT ANDZ ANODIZE ELC ELECTRICAL LOAD CENTER GPD GALLONS PER DAY CONSTR CONSTRUCTION GPH GALLONS PER HOUR APPROX APPROXIMATE ELEC ELECTRIC,ELECTRICAL APVD APPROVED CONT CONTINUED,CONTINUOUS,CONTINUATION ENGR ENGINEER GPM GALLONS PER MINUTE ARCH ARCHITECTURAL CONTR CONTRACTOR EOP EDGE OF PAVEMENT GPS GLOBAL POSITION SYSTEM COORD COORDINATE GRTG GRATING AR ANALOG RELAY COP COPPER ESC EROSION AND SEDIMENT CONTROL AS AS SELECTED EP EXPLOSION PROOF, EDGE OF PAVING ATS AUTOMATIC TRANSFER SWITCH CP CENTER PIVOT EQL EQUAL GSB GYPSUM SOFFIT BOARD CP-X CONTROL PANEL NO.X GSP GALVANIZED STEEL PIPE AUTO AUTOMATIC EQL SP EQUALLY SPACED CPLG COUPLING GV GATE VALVE K KEY GROUP,KEY INTERLOCK AUX AUXILIARY EQPT EQUIPMENT CPRSR COMPRESSOR GVL GRAVEL KIP THOUSAND POUNDS AVG AVERAGE ESC EROSION AND SEDIMENT CONTROL AMY WET WEATHER AVERAGE CPT CONTROL POWER TRANFORMER,CARPET GWB GYPSUM WALLBOARD KIT KITCHEN @ CPVC CHLORINATED PVC ETM ELAPSED TIME METER GYP GYPSUM K-PL KICKPLATE AT CR CONTROL RELAY EVC END OF VERTICAL CURVE KSK KITCHEN SINK CRS COLD ROLLED STEEL EW EACH WAY KV KILOVOLTS B BELL CRS CONSTRUCTION ROAD STABILIZATION EWC ELECTRIC WATER COOLER KVA KILOVOLT AMPERES BAL BALANCE EXH EXHAUST KVAR KILOVOLT AMPERES REACTIVE BC BOTTOM OF CURB CT CERAMIC TILE EXP EXPANSION,EXPOSED H HIGH,HORN OR HOWLER KW KILOWATT BETW BETWEEN CT CURRENT TRANSFORMER EXP AB EXPANSION ANCHOR BOLT H2S HYDROGEN SULFIDE BF BLIND FLANGE,BOTTOM FACE CTC COMPUTER TERMINAL CABINET EXP JT EXPANSION JOINT H.A.S. HEADED ANCHOR STUD BFV BUTTERFLY VALVE CTR CENTER EXST,EXIST EXISTING HC HOLLOW CORE WOOD BG BROWN GREASE CTRD CENTERED EXT EXTERIOR HCL HYDROCHLORIC ACID BL BASELINE CTSK COUNTERSUNK HDNR HARDENER BFP BACKFLOW PREVENTER CU CUBIC HDNS HARDNESS BLDG BUILDING CU FT CUBIC FOOT °F DEGREE FAHRENHEIT HDR HEADER BLK BLOCK CU IN CUBIC INCH FA FOUL AIR HDW HARDWARE FFLAT BM BEAM,BENCHMARK CUH COPPER TUBING,HARD DRAWN FBFU F SEBAR HGL HYDRAULIC GRADE LINE BO BOTTOM OF CV CHECK VALVE a B.O.B. BOTTOM OF BEAM CWR CABINET DOOR MOUNTED F,FX FIXED HK HOOK WASTE RECEPTACLE FAP FIRE ALARM PANEL HGT HEIGHT BOD BOTTOM OF DUCT CY,CU YD CUBIC YARD FC FLEXIBLE CONDUIT HH HANDHOLE FCA FLANGED COUPLING ADAPTER HID HIGH INTENSITY DISCHARGE w BOP BOTTOM OF PIPE CWS CLEAN WATER SERVICES FCL2 FREE CHLORINE RESIDUAL HK HOOK BOT BOTTOM FCO FLOOR CLEANOUT HM HOLLOW METAL BRG BEARING 1- BRK BRICK D DEEP,DRAIN FCTY FACTORY HOA HAND-OFF-AUTO L.' BRKR BREAKER d PENNY NAIL SIZE FD FLOOR DRAIN HOR HAND-OFF-REMOTE BSP BLACK STEEL PIPE DA DUAL ACTION FDN FOUNDATION HORIZ HORIZONTAL BV BALL VALVE,BLOCK VENT DAS DATA ACQUISTION SYSTEM FDR FEEDER HP HORSEPOWER BVC BEGINNING OF VERTICAL CURVE FEXT FIRE EXTINGUISHER HPT HIGH POINT C-3 DBA DEFORMED BAR ANCHOR FF FINISHED FLOOR HPU HYDRAULIC POWER UNIT m BW BOTTOM OF WALL DBL DOUBLE FG FINISH GRADE,FLOAT GLASS HR HOSE RACK,HANDRAIL NOTES: d DC DIRECT CURRENT FH FLAT HEAD til C CONDUIT,CASEMENT 1. THIS IS A STANDARD SHEET,THEREFORE I- FHY FIRE HYDRANT HV HOSE VALVE a °C DEGREE CELSIUS SOME ABBREVIATIONS MAY APPEAR ON THIS 0 DEG DEGREE FIG FIGURE C TO C CENTER TO CENTER HVAC HEATING,VENTILATING AND SHEET AND NOT BE USED ON THE PROJECT. o DET DETAIL FL FLOW LINE AIR CONDITIONING a CAB CABINET DF DOUGLAS FIR,DRINKING FOUNTAIN FLG FLANGE 2. CONTACT ENGINEER FOR ABBREVIATIONS USED CB CATCH BASIN,CIRCUIT BREAKER HWL HIGH WATER LEVEL FL FLOOR BUT NOT SHOWN ON THIS DRAWING. CC CENTER OF CIRCLE FLEX FLEXIBLE CC CONTROL CABLE 3. FOR ADDITIONAL ABBREVIATIONS,SEE THE FOLLOWING DRAWINGS: of CCP CENTRAL CONTROL PANEL FLH FLAT HEAD INSTRUMENTATION AND CONTROL 001-G-006,001-G-007 v, FLTR FILTER ELECTRICAL 001-G-012,001-G-013 CCS CENTRAL CONTROL SYSTEM FLUOR FLUORESCENT Lo co co aI ,,y,ED PROP& 9 4454903PE L/O9 (? ORIG SHEET TITLE: SHEET:4 OF: 65 DWGB: DRN: LLK DATE, 04/04/2018 GENERAL Digital Signature Z:3 CLEAN WATER SERVICES OREGON 0 DW LLK DWG x:001-G-004 DATE, O ,,I„ w THIS BAR IS DURHAM APR 2018 vF Y9ig`Signature CAD FILE x: ONE INCH WHEN CleanWater Services 0112414: ABBREVIATIONS- 1 001-G-004 >,. 4• CHO: BWR 001-G-004 698577.dgn DRAWING IS Our commitment is clear DEWATERING CENTRIFUGES PLC x: W.RE z REPLACEMENT Cws 1 12/31/2018 I ,,,1 APPD;,IDD SCALE:NTS FULL SCALE. REV B DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pRJ x: 6893 L ANGLE,LENGTH NG NATURAL GAS PLYWD PLYWOOD S I-BEAM TL TEFLON LINED PIPE LA LIGHTNING ARRESTER NGVD NATIONAL GEODETIC VERTICAL DATUM PNL PANEL S SLOPE,SOUTH,SWITCH T.O. TIME TO OPEN,TOP OF LAB LABORATORY NIC NOT IN CONTRACT PP POWER POLE SA SUPPLY AIR TOAE TIME OPEN AFTER ENERGIZATION LAM LAMINATE N.O. NORMALLY OPEN P-P PUSH-PULL SATC SUSPENDED ACCUSTICAL TILE CEILING TOC TOP OF CONCRETE LAT LATITUDE NO.,# NUMBER PPL POLYPROPYLENE LINED SB SEDIMENT BASIN TOC TOP OF CURB LB POUND NOM NOMINAL PR PAIR SC SHOWER CURTAIN,SOLID CORE WOOD TOD TIME ON DELAY,TOP OF DUCT LC LIGHTING CONTACTOR NP NON-PROTECTED PRC POINT OF REVERSE CURVE SCC SOLID CORE TOTAL OXYGEN DEMAND LD COMBINATION LOUVER/DAMPER NPT NATIONAL PIPE THREADS PRCST PRECAST SCFM STANDARD CUBIC FEED PER MINUTE TOF TOP OF FOOTING LDG LOADING DOCK NPW NON-POTABLE WATER PREFAB PREFABRICATION SCHED SCHEDULE TOG TOP OF GROUT,TOP OF GRATE LEL LOWER EXPLOSIVE LIMIT NS NON-SHRINK PRES PRESSURE T.O.P. TOP OF PARAPET LF LINEAR FEET NTS NOT TO SCALE PRI PRIMARY SD STORM DRAIN TOS TOP OF SLAB LG LONG PRM PERMANENT REFERENCED MARKER SDP SUB-DISTRIBUTION PANEL TOW TOP OF WALL LH LEFT HAND PROJ PROJECTION SDP SUB-DISTRIBUTION PANEL TP TURNING POINT LHR LEFT HAND REVERSE 02 OXYGEN PROP PROPERTY SDWK SIDEWALK TR TRANSOM,TRUSS LLH LONG LEG HORIZONTAL 0 TO 0 OUT TO OUT PS PLASTIC SHEET,POLYCARBONATE SHEET SEC SECONDARY TRANS TRANSFORMER,TRANSITION LLV LONG LEG VERTICAL OA OVERALL,ODOROUS AIR PS PAINT SYSTEM SECT SECTION TRANSV TRANSVERSE LNTL LINTEL OC ON CENTER PSF POUNDS PER SQUARE FOOT SED SEDIMENTATION TRD TREAD LONG LONGITUDINAL OC OPEN-CLOSE(0) PSI POUNDS PER SQUARE INCH SEW SEWAGE TS TEMPORARY SEEDING,TUBE STEEL LOS LOCK-OUT STOP PUSHBUTTON OCA OPEN-CLOSE-AUTO PSIG POUNDS PER SQUARE INCH,GAUGE SG LAMINATED SAFETY GLASS,SAFETY TSHT THRESHOLD LP LIGHT POLE,LIGHTING PANEL OCR OPEN-CLOSE-REMOTE PT POINT OF TANGENCY SGWB SUSPENDED GYPSUM WALL BOARD TSS TOTAL SUSPENSION SOLIDS LPT LOW POINT OD OUTSIDE DIAMETER,OVERFLOW DRAIN PT POTENTIAL TRANSFORMER SH SHEET TST TOP OF STEEL LR LATCHING RELAY O.F. OUTSIDE FACE PT PRESSURE TREATED SHA SURFACE HARDENING AGENT TTC TELEPHONE TERMINAL CABINET LR LOCAL-REMOTE OFCI OWNER FURNISHED,CONTRACTOR INSTALLED PTD PAPER TOWEL DISPENSER SHS SOLIDS HANDLING SYSTEM TTD TOILET TISSUE DISPENSER LR LONG RADIUS OFOI OWNER FURNISHED,OWNER INSTALLED PTN PARTITION SIM SIMILAR TU-X TREATMENT UNIT NO.X LS LABORATORY SINK OG OBSCURE PV PLUG VALVE SK SINK TURB TURBIDITY LT LEFT OL OVERLOAD RELAY PVC POLYVINYL CHLORIDE SLR SEALER TW TOP OF WALL LTG,LTS LIGHTS OR LIGHTING 00 ON-OFF PVI POINT OF VERTICAL INTERSECTION SMLS SEAMLESS EPDXY TWP TRANSLUCENT WALL PANEL LTX LIGHTING TRANSFORMER OOA ON-OFF-AUTO PVMT PAVEMENT 501 SPRAY-ON INSULATION TX TRANSFORMER LWL LOW WATER LEVEL OOR ON-OFF-REMOTE PVT POINT OF VERTICAL TANGENCY SOLN SOLUTION TYP TYPICAL SP SPACE OR SPACES, MA MANUAL-AUTO OP OPAQUE PANEL,OUTLET PROTECTION SPANDREL PANEL,STORMPROOF UON UNLESS OTHERWISE NOTED MAS MASONRYSPEC,SPECS SPECIFICATIONS OPER OPERATOR MAIL MATERIAL QAA AVERAGE FLOW UNO UNLESS NOTED OTHERWISE OPNG OPENING QMM MAXIMUM 30 DAY FLOW SPD SUMP PUMP DISCHARGE UPS UNINTERRUPTIBLE POWER SUPPLY MAX MAXIMUM OPP OPPOSITE SPG SPACING USB UNIT SUBSTATION MB MACHINE BOLT OSA OUTSIDE AIR QPI PEAK INSTANTANEOUS FLOW SPLY SUPPLY UVR UNDER VOLTAGE RELAY MC MASONRY CLEARANCE OSC OPEN-STOP-CLOSE QPP PEAK PUMPING FLOW SQ SQUARE MC MODULATE-CLOSE OSD OPEN SITE DRAIN QT QUARRY TILE SQ FT SQUARE FOOT,FEET V VENT,VALVE MCC MOTOR CONTROL CENTER OWSJ OPEN WEB STEEL JOIST SQ IN SQUARE INCH V VOLTMETER,VOLTS MDO MEDIUM DENSITY OVERLAY OZ OUNCE SR SHORT RADIUS VB VAPOR BARRIER(RETARDER) MECH MECHANICAL R RISER SS START-STOP VC VERTICAL CURVE R OR RAD RADIUS SST STAINLESS STEEL VCP VITRIFIED CLAY PIPE MFD MANUFACTURED RA RETURN AIR SSC SUPERVISORY SET POINT CONTROL VCT VINYL COMPOSITION TILE MFR MANUFACTURER RC REINFORCED CONCRETE ST STRAIGHT VEL VELOCITY MGD MILLION GALLONS PER DAY P PROJECTED RCP REINFORCED CONCRETE PIPE STA STATUS,STATION VERT VERTICAL MH MANHOLE,MOUNTING HEIGHT RCPT RECEPTACLE STD STANDARD VHC VOLATILE HYDROCARBONS MIN MINUMUM P PILASTER,PIPE STIF STIFFENER VIB VIBRATION PAVT PAVER TILE PB PUSHBUTTON SWITCH RD ROAD,ROOF DRAIN STIRR STIRRUP VIF VERIFY IN FIELD MISC MISCELLANEOUS RDCR REDUCER STL STEEL VIN VINYL MJ MECHANICAL JOINT RDW REDWOOD STRL STRUCTUAL VINT,VT VINYL TILE PC POINT OFST CURVE,PHOTOCELL MLO MAIN LUGS ONLY RECIR RECIRCULATION STRUCT STRUCTURE VP VERTICAL PIVOTED PC PRECAST CONCRETE PANEL MMDW DRY WEATHER MAXIMUM MONTH REF REFER OR REFERENCE SUBFL SUBFLOOR VPS VENEER PLASTER SYSTEM MMP MECHANICAL MOUNTING PANEL PCCP PRECAST CONCRETE CYLINDER PIPE SUSP SUSPENDED VPC POINT OF VERTICAL CURVATURE SV SOLENOID VALVE VPI POINT OF VERTICAL INTERSECTION MMWW WET WEATHER MAXIMUM MONTH PCV PRESSURE CONTROL VALVE REFR REFRIGERATE,REFRIGERANT SVIN SHEET VINYL MO MANUAL OPERABLE,MASONRY OPENING vpt POINT OF VERTICAL TANGENT MP METAL PANEL PE PLAIN END REINF REINFORCED,REINFORCING,REINFORCE SWBD SWITCHBOARD PED PEDESTAL,PEDESTRIAN REQD REQUIRED SWGR SWITCHGEAR VS VERTICAL SLIDE MPU MULTIPURPOSE UNITRESIL RESILIENT VTR VENT THRU ROOF PEP POLYETHYLENE PIPE SYMM SYMMETRICAL MS MANUFACTURER'S STANDARD RFS ROLL-UP FIRE SHUTTER VWC VINYL WALL COVERING MSC MANUFACTURER SUPPLIED CABLE PEN. PENETRATION RG REFLECTIVE W WEST a MSR GROUPED MOTOR CONTROL PFC POUNDS PER CUBIC FOOT T THERMOSTAT,TREAD W/ WITH r RH RIGHT HAND 60 MT MOUNT PH PENTHOUSE RH RODHOLE T&B TOP AND BOTTOM WEASTRIP WEATHERSTRIP - MTD MOUNTED pH HYDROGEN ION CONCENTRATION TBG TONGUE AND GROOVE WG WIRE,WIRE GLASS w MTG MOUNTING PH PHASE RHR RIGHT HAND REVERSE TA TRANSFER AIR WH WATTHOUR METER 17 17 PI POINT OF INTERSECTION RL RAIN LEADER TAN TANGENT WHD WATTHOUR DEMAND METER PIT PILOT TUBE TEST STATION RLS RUBBER LINED STEEL 1- TB TERMINAL BOARD WP WATERPROOF,WEATHERPROOF,WORKPOINT p MTS MANUAL TRANSFER SWITCH RM ROOM PJF PREMOULDED JOINT FILLER TBG TUBING WR WASTE RECEPTACLE a MTS MILL TYPE STEEL PIPE RO ROUGH OPENING PL PLATE(STEEL) TC TIME TO CLOSE WRB WATER RESISTANT GWB MU MULCHING ROL RAISE-OFF-LOWER PL PROPERTY LINE TC TOP OF CURB WS WATER SURFACE,WATERSTOP,WELDED STEEL MV MERCURY VAPOR PLAM PLASTIC LAMINATE RPM REVOLUTIONS PER MINUTE TC TURBIDITY CURTAIN WWF WELDED WIRE FABRIC m MWS MAXIMUM WATER SURFACE RR RIPRAP TCAD TIME CLOSE AFTER DE-ENERGIATION S PLAS PLASTER,PLASTIC WWPH WET WEATHER PEAK HOUR RRUB RADIAL RUBBER TCAE TIME CLOSE AFTER ENERGIZATION Z2' N NORTH,NEUTRAL PLC PROGRAMMABLE LOGIC CONTROLLER RS RIGID STEEL TDH TOTAL DYNAMIC HEAD di NA NOT APPLICABLE RST REINFORCING STEEL TDR TIME DELAY RELAY NOTES: o NC NORMALLY CLOSED RT RIGHT TECH TECHNICAL 1. THIS IS A STANDARD SHEET,THEREFORE S NEUT NEUTRAL RTN RETURN TEL TELEPHONE SOME ABBREVIATIONS MAY APPEAR ON THIS a NA NON-AUTOMATIC RTO REGENERATIVE THERMAL OXIDIZER TEMP TEMPORARY,TEMPERATURE SHEET AND NOT BE USED ON THE PROJECT. RUB RUBBER TF TOP FACE RUBC RUBBER CUSHIONED FLOORING TFG TEMPERED FLOAT GLASS 2. CONTACT ENGINEER FOR ABBREVIATIONS USED RUBS RUBBER ESD CONTROL FLOORING TG TEMPERED BUT NOT SHOWN ON THIS DRAWING. R/W RIGHT OF WAY TH TOP-HINGED 3. FOR ADDITIONAL ABBREVIATIONS,SEE THE FOLLOWING DRAWINGS: o- THD THREAD INSTRUMENTATION AND CONTROL 001-G-006,001-G-007 vri THK THICKNESS ELECTRICAL 001-G-012,001-G-013 co co m THRU THROUGH QI TJB TERMINAL JUNCTION BOX ��EO PROfFjO/q C7 OftIG SHEET TITLE: SHEET: OF: DWG k: 54903PE "� ORN: LLK DATE: 04/04/2018 GENERAL 5 65 Digital Signature DON: LLK DWGE, 111.11111 CLEAN WATER SERVICES PLOT APR 2018OREGON ,� DURHAM AWWTF OATS: O9 s.n KTP THIS INCHWHEN I $etViCes '' DEWATERING CENTRIFUGES ABBREVIATIONS-2 PLD.: 001-G-005 '''t/.vv.Rs:, CAD FILE*: ONE WHEN a CHK: BWR 001-G-005_698577.dgn DRAWING IS Our commitment is clear Z REPLACEMENT Gws II J APPD:JDD SCALE:NTS FULL SCALE. 12/3112018 LL REV. DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ.: 6593 INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS TABLEAC ALTERNATING CURRENT PROCESS(CLOSED CONDUIT, BUILDING OR AM AUTO-MANUAL DASHED LINE INDICATES ------- BRG BEARING FIRST-LETTER SUCCEEDING-LETTERS ALTERNATE FLOW STREAM) FACILITY BOUNDARY CAM COMPUTER-AUTO-MANUAL FIRST LETTER(S) PROCESS OR READOUT OR _ — — PACKAGE SYSTEM CCS CENTRAL CONTROL SYSTEM LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER 1, --e. i PROCESS OPENEQUIPMENT ( CHANNEL) CL etc. CHLORINE(TYPICAL:USE STANDARD CHEMICAL ELEMENT ABBREVIATION) SUCCEEDING LETTER(S) A ANALYSIS(+) ALARM2 CM COMPUTER-MANUAL l CLARIFYING ABBREVIATIONS B BURNER,COMBUSTION USERS CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) ANALOG SIGNAL PARALLELINGLINES COD CHEMICAL OXYGEN DEMAND C USER'S CHOICE(*) CONTROL (4 TO 20 mAdc,ETC.) CP-X CONTROL PANEL NO.X ANIgB D DENSITY(S.G) DIFFERENTIAL DC DIRECT CURRENT �, DISCRETE SIGNAL (2) 3(2) DCS DISTRIBUTED CONTROL SYSTEM XXYYS E VOLTAGE PRIMARY ELEMENT,SENSOR (ON/OFF,ETC.) I `I F FLOW RATE RATIO DCU DISTRIBUTED CONTROL UNIT SET LETTER(USED WHEN THERE (FRACTION) (A) (B) DO DISSOLVED OXYGEN ARE MULTIPLE DEVICES WITH THE G USER'S CHOICE(*) GLASS,GAUGE GATE ,s' ,i• PNEUMATIC SIGNAL (A) TOTAL OF 2 SIGNALS FCL 2 FREE CHLORINE RESIDUAL SAME UNIT NUMBER) VIEWING DEVICE FOS FAST-OFF-SLOW H HAND(MANUAL) HIGH (B) 3 TYPICAL SETS OF FOSA FAST-OFF -SLOW-AUTO1( )( X FILLED SYSTEM SIGNAL 2 SIGNALS EACH. UNIT NUMBER I CURRENT(ELECTRICAL) INDICATE TOTAL OF 6 SIGNALS. FOSR FAST-OFF-SLOW-REMOTE PROCESS ID NUMBER J POWER SCAN FP-W-X FIELD PANEL NO.WX(W=UNIT PROCESS NUMBER X=PANEL NUMBER) L L L HYDRAULIC SYSTEM SIGNAL FR FORWARD-REVERSE K TIME,TIME SCHEDULE TIME RATE CONTROL STATION 1 i OF CHANGE . rel s - HOA HAND-OFF-AUTO CONNECTING LINES HOR HAND-OFF-REMOTE L LEVEL LIGHT(PILOT) LOW —o— -o- DATA LINK M MOTION MOMENTARY MIDDLE, !SR INTRINSICALLY SAFE RELAY 1 INTERMEDIATE LEL LOWER EXPLOSIVE LIMIT N TORQUE USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) LORR LOCAL-OFF/RESET-REMOTE I LR LOCAL-REMOTE O USER'S CHOICE(*) ORIFICE,RESTRICTION - 1-- — — NON-CONNECTING MA MANUAL-AUTO DIGITAL SYSTEM INTERFACES P PRESSURE,VACUUM CONNPOINTECTION LINES MC MODULATE-CLOSE MCC-X MOTOR CONTROL CENTER NO.X Q QUANTITY INTEGRATE, MSC MANUFACTURER SUPPLIED CABLE A ANALOG INPUT WHERE X= TOTALIZE A = ALARM R RADIATION RECORD OR PRINTOC OPEN-CLOSE(D) V ANALOG OUTPUT H = MAINTAINED S SPEED,FREQUENCY SAFETY SWITCH INTERFACE SYMBOLS OCR OPEN-CLOSE-REMOTE OCA OPEN-CLOSE-AUTO DISCRETE INPUT M = MOMENTARY T TEMPERATURE TRANSMIT 00 ON-OFF X S = STATUS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V X DISCRETE OUTPUT V VIBRATION,MECHANICAL VALVE,DAMPER, OOA ON-OFF-AUTO ANALYSIS LOUVER I S A Poi J— O p > OOR ON-OFF-REMOTE . ORP OXIDATION REDUCTION POTENTIAL GENERAL INSTRUMENT W WEIGHT,FORCE WELL OSC OPEN-STOP-CLOSE X UNCLASSIFIED(+) X AXIS UNCLASSIFIED(+) UNCLASSIFIED(+) UNCLASSIFIED(+) pH HYDROGEN ION CONCENTRATION OR FUNCTIONAL SYMBOLS Y EVENT,STATE OR Y AXIS RELAY,COMPUTE, =PROCESS INTERFACE PLC PROGRAMMABLE LOGIC CONTROLLER PRESENCE CONVERT RIO REMOTE I/O UNIT Z POSITION Z AXIS DRIVE,ACTUATOR, C--) =SIGNAL INTERFACE RM-X REMOTE MULTIPLEXING MODULE NO.X FIELD MOUNTED 1 UNCLASSIFIED FINAL CONTROL ELEMENT RTU-X REMOTE TELEMETRY UNIT NO.X SF SLOWER-FASTER TABLE BASED ON THE INSTRUMENTATION,SYSTEMS,AND AUTOMATION SOCIETY(ISA)STANDARD. A =INTERFACE NO. SS START-STOP REAR-OF-PANEL MOUNTED (+) WHEN USED,EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL.SEE ABBREVIATIONS AND LETTER SYMBOLS. SSC SUPERVISORY SET POINT CONTROL (OPERATOR INACCESSIBLE) D =DESTINATION DRAWING NO. TCL2 TOTAL CHLORINE RESIDUAL (*) WHEN USED,DEFINE THE MEANING HERE FOR THE PROJECT TOC TOTAL ORGANIC CARBON S =SOURCE DRAWING NO. TOD TOTAL OXYGEN DEMAND PANEL MOUNTED TURB TURBIDITY (OPERATOR ACCESSIBLE) SPECIAL CASES VHC VOLATILE HYDROCARBONS VIE VIBRATION �/�\ D DIFFERENCE MCC MOUNTED \�10O ON AND OFF EVENT LIGHTS / �ry PROCESS OR SIGNAL LINE NO— �/ X• SUM MULTIPLY CONTINUATION N=1,2,3,ETC • DIVIDE f(x) CHARACTERIZED COMPUTER FUNCTION 00 ON-OFF HAND SWITCH.MAINTAINED CONTACT SWITCH X D RAISE TO THE Nth POWER SQUARE ROOT (CONTROLLED DEVICE WILL RESTART ON RETURN OF r M INTERFACE TO RN FROM POWER AFTER POWER FAILURE). I PROCESS EXTERNAL TO J � AV• G AVERAGE N PROJECT 1:1 REPEAT OR BOOST N PLC FUNCTION OSS , SELECT HIGHEST SIGNAL STOP-STARTT HAND SWITCH MOMENTARY CONTACT SWITCHES < SELECT LOWEST SIGNAL Iii I v I (CONTROLLED DEVICE WILL NOT RESTART ON RETURN )F NOF POWER AFTER POWER FAILURE). BIAS SHARED DISPLAY, % GAIN OR ATTENUATE p r --I SHARED CONTROL a I\ I I 0, TRANSDUCERS SELF CONTAINED VALVE & GENERAL NOTES TS v A ANALOG I CURRENT EQUIPMENT TAG NUMBERS 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK(*)ARE ✓ TO BE PROVIDED AS PART OF A PACKAGE SYSTEM. Ili D DIGITAL P PNEUMATIC WWW =FACILITY NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK(**)ARE • E VOLTAGE PF PULSE FREQUENCY TO BE PROVIDED UNDER DIVISION 16,ELECTRICAL. t- I WWWDDDXXYYI-� DDD: CWS EQUIPMENT ABBREVIATION F FREQUENCY 1 \ 3. MAY BE USED ON THIS PROJECTHEREFORE,NOT ALL OF THIS INFORMATION a PD PULSE DURATION ARV =AIR RELEASE VALVE H HYDRAULIC R RESISTANCE G =GATE P =PUMP EXAMPLE: T =TANK O ETC. OvP CURRENT TO PNEUMATIC TRANSDUCER(BACK OF XX =PROCESS ID NUMBER m PANEL,IN A FLOW LOOP) YY =UNIT NUMBER %0 PROFf, 4 �VS�,E;INPF• �'j9 ORIG SHEET TITLE: SHEET:6 OF: 6�j DWG#: Q' 65653PE • DRN: JB DATE: 04/05/2018 o 1111.111111Ealli CLEAN WATER SERVICES GENERAL Digital Signature o DSN: JN DWG#:001-G-006 °LOT APR 2018 OREGON THIS BAR IS ,{-aq___�-��i�y,� DURHAM AWWTF DATE: '' '4,,,, _ CL1CAD PILE#: ONE INCH WHEN - - C1Gii11YYdlGr Services ZMtlr: INSTRUMENTATION 001-G-006 0 ,ARY„ o 2 CHIC; DW — Our DEWATERING CENTRIFUGES PLC �'toaAULe.�P�� 001-G-006 698577.dgn DRAWING IS AND CONTROL W OPPD:JDD SCALE: FULL SCALE. REPLACEMENT il NTS REVS DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 LEGEND- 1 PR,u. 6893 1 EXP.06-30-181 VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS NOTE: XX:AS ADJUSTABLE SPEED -DQ- GATE PRESSURE RELIEF + DIAPHRAGM SEAL 120V- 120 VOLT,60 HZ POWER ARUPTURE DISK(PRESSURE) CS-1 CONSTANT SPEED(SINGLE SPEED) - - KNIFE GATE 4 AIR AND/OR VACUUM RELEASE CS-2 CONSTANT SPEED(TWO SPEED) -I11),F- BUTTERFLY II f BLIND FLANGE 480V m, 480 VOLT,60 HZ POWER IBJ RUPTURE DISK(VACUUM) CENTRIFUGAL PUMP Z.....--REGULATED SIDE -{ - GLOBE PRESSURE CONTROL V (DRY PIT) (CENTRIFUGAL) Y AIR GAP ANNULAR DIAPHRAGM SEAL VENT TO ATMOSPHERExx XX -Dal-- BALL _.-(X}_ MULTI-PORT VALVES ///�� V -Dal- VEE-BALL Y (GATE VALVE SHOWN.FOR OTHER CENTRIFUGAL WET PIT VALVE TYPES,APPROPRIATE COMPRESSOR - - PLUG VALVE SYMBOL SHOWN.) PLUG 'OR® PIG CATCH POINT ® of PIG INSERT POINT XX PUMP OR TURBINE PUMP xx (PISTON) SEAT PORT SEAT PORTS ARE IMPLIED BY —� ECCENTRIC PLUG INDICATED FLOW PATTERN. O O RECIPROCATING OR // r BLOWER OR FAN RECEPTACLE M ELECTRIC MOTOR SELF CONTAINED METERING PUMP (�vJJ --�- DIAPHRAGM ANGLE GATE AIR SUPPLY (CENTRIFUGAL) Jrx (POSITIVE DISPLACEMENT) xx --81- PINCH Q TELESCOPE NEEDLE .. � AERATOR © FLUSHING CONNECTION _i).,[_0. GEAR PUMP OR BLOWER EJECTOR S.- SAMPLE �XX (POSITIVE DISPLACEMENT) --1"....}--1"....}--( SWING CHECK MUD OR INTERLOCK.SEE CONTROL DIAGRAMS HOSE ADAPTOR Q -IQ)I- BALL CHECK F0 -i{ F.. PISTON PUMP VACUUM PUMP (�V BACKFLOW PREVENTER PRESSURE REGULATING(CLAY-TYPE) MIXER O Of SEAL WATER SET XX r>4- .1,J. C70 c_--)I-01 HOF- ROTARY BALANCING VALVE -SIGHT GLASS _.ihvir4.D. DIAPHRAGM PUMP -8_ ROTARY PUMP XX SD COMPOSITE SAMPLER TV TV MONITOR O DRAIN CONNECTION D (DIPPER TYPE) GATE SYMBOLS -i}v} PROGRESSIVE SLUDGE GRINDER CAVITY PUMP COMPOSITE SAMPLER f-IP' C LOGIC ELEMENT: PURGE SET D SLUICExx® g AND �J IF A AND NOT B THEN C © X:W=WATER � C ] FABRICATED SLIDE [ ] STOP LOG (SUCTION TYPE) f'--1"C =AIR SCREW PUMP I= BUTTERFLY IVI FLAP A SEE 0 111/ SUBMERSIBLE TV CAMERA : OR -►j IFOA OR B THEN C XX AIR SET SUMPGIC ELEMENT: PUMP ACTUATOR SYMBOLS XX=SUPPLY PRESSURE PNEUMATIC DIAPHRAM FLEXIBLEIN PSIG. D XX r 1 I{ ' . : : . )1 SKIMMING MECHANISM SPRING-OPPOSED,SINGLE OR VALVE POSITIONER - CONNECTORta DOUBLE ACTING ICA I(�I FILTER! • 8 XX PNEUMATIC CYLINDER T MANUAL I I DAM ENIOER //�� CONVEYOR REGULATOR/ SINGLE OR DOUBLE ACTING 111 GAUGE SET ACTUATED BY ONE INPUT XX IMAM M ELECTROHYDRAULIC FILTER ® SCREW CONVEYOR I V V V V V SCREW ELECTRIC MOTOR DIAPHRAGM,DIFFERENTIAL El DRIP TRAP Q-jI INLINE SILENCER 0 FLAME TRAP XX SOLENOID PRESSURE 7 A^ NOTE: I yl STRAINER f_3.__.__.----PIPE CAP W ply HORN/STROBE „ XX ON LOSS OF PRIMARY POWER(PNEUMATIC,ELECTRICAL - (-T) OR HYDRAULIC) INTRINSICALLY HYDRAULIC XX: FO=FAIL OPEN SAFE BARRIER CALIBRATION COLUMN FFLCPLLLX ^ FC=FAIL CLOSED FLP=FAIL TO LAST POSITION T I ; PANEL CONTINUED ��ON SAME OR OTHER CO INTRINSICALLY DRAWING FLOW STREAM IDENTIFICATION cc, SAFE RELAY `" PRIMARY ELEMENT SYMBOLS PANEL OUTLINE PANEL NAME iii D DRAIN(PROCESS) DCEN DEWATERING CENTRATE r.-... ^� PARSHALL FLUME ULTRASONIC DE DCF DEWATERING CENTRIFUGE FEED O FLOWMETER DENSITY METER DSL DIGESTED SLUDGE a `./ FERC FERRIC CHLORIDE ELECTROMAGNETIC HPA HIGH PRESSURE AIR WEIR —111F-10- FLOWMETER HW HOT WATER GENERIC I= HWR HOT WATER RETURN WATER SUPPLY I; PROPELLER OR `J HW H ✓ —'1;F— - ORFICE PLATE TURBINE METER OFOT NPW OVERFLOW NON-POTABLE WATER -4- POL POLYMER SOLUTION a -I . FLOW TUBE --411-es. THERMAL FLOWMETER LE LEVEL(ULTRASONIC) PW POTABLE WATER o s..._../ SCK SLUDGE CAKE 0 -J --�� PITOT-STATIC FI V VENT D- ROTAMETER D2. VORTEX METERLIT LEVEL(RADAR) /1-. LEVEL(FLOAT) � LE/Tr-NILEVEL tO (SUBMERSIBLE m •-----' PRESSURE) I T: LEVEL(BUBBLER TUBE) ORIG SHEET TITLE: SHEET:7 OF: 65 DWG k: Q' 65653E l O ORM JB DATE: 04/05/2018 IIIIIIIIIMMMIIIMII CLEAN WATER SERVICES GENERAL Digital Signature o DON: JN oWcn:001-G-007 PLOT APR 2018 OREGON w aeanWate Services Ci12M1 DURHAM AWWTF INSTRUMENTATION 001-G-007 °04,7,,,,,,,,e." THIS BAR IS DATE: CAD FILEIk. ONE INCH WHEN DEWATERING CENTRIFUGES z CHK: OW 001-G-007_698577.dgn DRAWING IS Our commitment is clear AND CONTROL PLC Si:u. 'OPAUI-0 FULL SCALE. REPLACEMENT J APPD:MD SCALE:NTS DESCRIPTION 2550 SW Hillsboro HW Hillsboro,Oregon 97123-9379 LEGEND-2 ;R, _ 6893 I EXP.06-30-18 I W REV% DATE BY APVR Y� 09 DESIGN CRITERIA WELDING POST-INSTALLED ANCHORS AND FASTENERS 1. APPLICABLE CODE 2012 INTERNATIONAL BUILDING CODE(IBC),AS AMENDED BY THE STATE OF OREGON AND ALL 1. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY(AWS): 1. THE BELOW PRODUCTS ARE THE DESIGN BASIS FOR THIS PROJECT. PRODUCT DIAMETER AND EMBEDMENT SHALL BE AS OTHER APPLICABLE LOCAL AGENCIES.THE LOCALLY ADOPTED CODE IS THE 2014 OREGON STRUCTURAL D1.1,STRUCTURAL WELDING CODE STEEL SHOWN IN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS SPECIALTY CODE(OSSC). D1.2,STRUCTURAL WELDING CODE ALUMINUM (MPII). PRIOR TO INSTALLATION,CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT-SPECIFIC D1.6.STRUCTURAL WELDING CODE STAINLESS STEEL INSTALLATION TRAINING AND A LETTER SHALL BE SUBMITTED TO THE ENGINEER-OF-RECORD(EOR)INDICATING TRAINING HAS 2. PROJECT WORK CONSISTS SOLELY OF MODIFICATIONS TO NON-STRUCTURAL COMPONENTS WITHIN EXISTING TAKEN PLACE. UNLESS NOTED OTHERWISE ON THE CONTRACT DOCUMENTS,REFER TO THE PROJECT BUILDING CODE AND/OR BUILDING ENVELOPE. DESIGN CRITERIA BASED ONLY ON THOSE ITEMS IMPACTED BY MODIFICATIONS. 2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. EVALUATION REPORT FOR REQUIRED SPECIAL INSPECTIONS AND PROOF LOAD REQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE EOR FOR REVIEW. 3. FLOOR LIVE LOADS: 3. BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION(CJP)UNLESS INDICATED OTHERWISE. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE PRODUCT FOR CORRIDORS,EXITS,STAIRS =100 PSF THE APPROPRIATE APPLICATION UNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS WALKWAYS AND ELEVATED PLATFORMS =60 PSF THAT DEMONSTRATE THE SUBSTITUTE PRODUCT IS CAPABLE OF ACHEIVING THE EQUIVALENT PERFORMANCE VALUES OF THE 4. WIND LOADS: STRUCTURAL STEEL AND METAL FABRICATIONS DESIGN BASIS PRODUCT. ULTIMATE WIND SPEED(3-SECOND GUST) =115 MPH FOR ANCHORING INTO CONCRETE: EXPOSURE CATEGORY =C 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: OCCUPANCY CATEGORY =III W-SHAPES A992 A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR MISCELLANEOUS SHAPES INCLUDING CRACKED CONCRETE AND SEISMIC APPLICATIONS. COMPONENT AND CLADDING WALL ELEMENTS =36 PSF MIN(ASD) ANGLES,CHANNELS,PLATES,ETC A36 (WINDOWS,DOORS,LOUVERS,SIDING ETC.FOR HOLLOW STRUCTURAL SECTIONS(HSS) A500,GRADE B B. ADHESIVE PRODUCT FOR ANCHOR APPLICATIONS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.4 STRUCTURES UNDER 30 FEET IN HEIGHT) STEEL PIPE A53,GRADE B AND ICC-ES AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN BOND STRENGTH HAS BEEN STAINLESS STEEL SHAPES A276 BASED ON CRACKED CONCRETE.ACI 355.4 TEMPERATURE CATEGORY B,AND INSTALLATIONS INTO DRY HOLES 5. SEISMIC LOADS: DRILLED INTO CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS USING A DRILL BIT QUALIFIED BY THE MAPPED RISK-TARGETED MCER SPECTRAL RESPONSE ACCELERATIONS 2. ALUMINUM SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: MANUFACTURER.ADHESIVE ANCHORS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER WHEN REQUIRED PER ACI 318-11 D.9.2.2. INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE SS =0.9629 STRUCTURAL SHAPES 6308 Si =0.420g PLATES B209 INSPECTED PER ACI 318-11 0.9.2.4. DESIGN SPECTRAL RESPONSE ACCELERATIONS 3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL OF STEEL SDS =0.7159 CONSTRUCTION,CURRENT EDITION,AND CURRENT OSHA STANDARDS. DEFERRED SUBMITTALS S D1 =0.442g SITE CLASS =D 4. FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS EXCEPT 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT MAPPED LONG-PERIOD TRANSITION =16 SECONDS WHERE SPECIFICALLY SHOWN OTHERWISEERTED OTHERWISE: APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OCCUPANCY CATEGORY =HI UNLESS SHOWN A325-N OF THAT PORTION OF THE WORK OR ARE REQUIRED TO BE SUBMITTED FOR REVIEW ONLY BY THE ENGINEER. SEISMIC DESIGN CATEGORY =p ANCHOR BOLTS(AB) IMPORTANCE FACTOR,I =1.25 STAINLESS STEEL F593, TYPE 316,CONDITION CW 2. WHERE DEFERRED SUBMITTALS INCLUDE ADDITIONAL MATERIALS,INSTALLATION,ANCHORAGE,OR CERTIFICATION OF STEEL ORRGALVANIZED STEEL F1l554,,G GR 36!A153 COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION TO MEET CODE REQUIREMENTS, MACHINE BOLTS(MB) THE DEFERRED SUBMITTAL SHALL INCLUDE SPECIFIC LINE ITEMS TO BE ADDED TO THE APPROPRIATE TABLES IN THE STEEL GENERAL INFORMATION A307 PROJECT'S STATEMENT OF SPECIAL INSPECTIONS PLAN IF THEY ARE NOT ALREADY IDENTIFIED. STAINLESS STEEL F593,AISI TYPE 316,CONDITION CW GALVANIZED STEEL A307/A153 3. THE FOLLOWING ISA LIST OF DEFERRED SUBMITTALS PER IBC SECTION 106.3.4.2 THAT ARE EXPECTED TO CONTAIN 1. FOR ABBREVIATIONS NOT LISTED,SEE ASME Y14.38"ABBREVIATIONS AND ACRONYMS:PUBLICATION AS DISTRIBUTED BY THE ALUMINUM F468,ALLOY 2024-T4 STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME). REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT,EQUIPMENT, 5. ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL,DIRT AND PAINT. DISTRIBUTION SYSTEM,OR COMPONENT OR ITS ANCHORAGE,THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THE AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER.ADDITIONALLY,ACCEPTANCE PROJECT,WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT. 6. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL INDICATED ON THE ENGINEER'S COMMENT FORM,ALONG WITH THE COMPLETED,FINAL SUBMITTAL SHALL THEN BE FILED BY MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER. THE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS. 3. VERIFY FINAL OPENING DIMENSIONS IN WALLS,SLABS,AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. SPECIFICATION CODE REQUIRED DEFERRED SUBMITTALS FOR REVIEW BY 4. FOR NUMBER,TYPE,SIZE,ARRANGEMENT,AND/OR LOCATION OF EQUIPMENT SUPPORTS,SEE OTHER DISCIPLINE DRAWINGS. CONCRETE SECTION PERMITTING AGENCY COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SUPPORTS.COORDINATE PIPING OPENINGS WITH OTHER 01612 ANCHORAGE AND BRACING DISCIPLINE DRAWINGS. 1. DESIGN,MATERIAL,AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING 15060 PIPING SUPPORT SYSTEMS 5. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES,DUCTS,ETC,UNLESS SPECIFICALLY DETAILED OR APPROVED IN STANDARDS: ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL A. INTERNATIONAL BUILDING CODE(IBC) OTHER SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT OR WRITING BY THE ENGINEER. B. ACI 318;BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ANCHORAGE SYSTEM CALCULATIONS 6. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS C. ACI 301;SPECIFICAITON FOR STRUCTURAL CONCRETE GUARANTOR OF CONSTRUCTOR'S WORK,NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS, 2. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4 INCH CHAMFER UNLESS NOTED OTHERWISE. COORDINATION,SUPERVISION,OR SAFETY AT THE JOB SITE. 3. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND 7. DETAILING AND DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON AS-BUILT DESIGN DRAWINGS, ACCESSORIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. AND DO NOT NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS,ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS 4. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE FREE FROM LOOSE RUST,SCALE OR ANY FOREIGN MATERIAL AFFECTED BY THE EXISTING STRUCTURE. PRIOR TO PLACING CONCRETE. SPECIAL INSPECTION AND RELATED TESTING 5. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE TIED SECURELY IN PLACE PRIOR TO PLACING CONCRETE. 6. CURE CONCRETE IN ACCORDANCE WITH EITHER OF THE FOLLOWING METHODS: A. MEMBRANE CURE AND SEAL PER MANUFACTURER'S RECOMMENDATIONS 1. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED INSPECTIONS BY THE BUILDING i. DAYTON SUPERIOR,SAFE CURE AND SEAL 30% OFFICIAL.THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS. II. WR MEADOWS,VOCOMP 30 B. APPROVED EQUAL 2. SPECIFIED TESTING DURING CONSTRUCTION WILL BE OWNER FURNISHED. B. WET CURE FOR 3 DAYS. 3. SPECIAL INSPECTION,TESTING AND OBSERVATION(OWNER FURNISHED)IS REQUIRED IN ACCORDANCE WITH IBC SECTIONS 110 7. CONCRETE MIX DESIGN: AND 1704 AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTION. A. 28-DAY COMPRESSIVE STRENGTH;4000 PSI a B. AIR ENTRAINMENT NOT REQUIRED • 4. THE CONTRACTOR SHALL SCHEDULE THE SPECIAL INSPECTION VISITS,PROVIDE 48 HOURS NOTICE TO THE INSPECTOR,AND C. MAXIMUM AGGREGATE SIZE:1 INCH CO PROVIDE SAFE ACCESS TO ITEMS TO BE INSPECTED.THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR D. MAXIMUM WIC RATIO;0.50 M COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. DISCREPANCIES WILL BE CLI BROUGHT TO THE IMMEDIATE ATTENTION OF CH2M HILL AND THE CONTRACTOR FOR CORRECTION. 8. REINFORCING STEEL:ASTM A615,GRADE 60 p• 5. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO CH2M HILL,BUILDING OFFICIAL,AND THE ~O OWNER WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION.AT THE CONCLUSION OF CONSTRUCTION,A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY a NOTED DISCREPANCIES WILL BE SUBMITTED. co SHORING AND BRACING s N m 1. STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY.DESIGN `. SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING 'LiF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION ERECTION METHODS,BRACING. • SHORING,RIGGING.GUYS,SCAFFOLDING,FORMWORK,AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK O SHOWN. O J a. c rn O PH C, m 'Re PROPS of U-,, 04."' -o `,, 4 e C, DAN: KMB ORIG 04/04/2018 SHEET TITLE: SHEET:8 OF: 65 DWG k: Digital Signature °ATE: NOMMINI CLEAN WATER SERVICES GENERAL w DON: KM DWG*001-G-008 THIS BAR IS `_' L+��___ C112/14t DURHAM AWWTF STRUCTURAL PLOT APR 2018 001-G-008 wCAD FILE*: ONE INCH WHENDEWATERING CENTRIFUGES 4 CHK: LAS 001-G-008 698577.dgn DRAWING IS Our commitment i.elar GENERAL NOTES W REPLACEMENT cw5 J APPD:JDD SCALE:NTS FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 eR,l n: 6893 I EXP.06-30-2018 !L REV/4 DATE BY APVR 9 STATEMENT OF SPECIAL INSPECTIONS PLAN TABLE I TABLE 2(CONTINUED) REQUIRED NON-STRUCTURAL SPECIAL INSPECTION REQUIRED STRUCTURAL SPECIAL INSPECTION GENERAL NOTES REFER TO SPECIFICATION SECTION 01455 REFER TO SPECIFICATION SECTION 01455 PERIODIC PERIODIC 1. THE STATEMENT OF SPECIAL INSPECTIONS PLAN DRAWINGS PROVIDE PROJECT COMPLIANCE WITH THE PROVISIONS OF OWNER CONTINUOUS OWNER CONTINUOUS THE 2012 INTERNATIONAL BUILDING CODE(IBC)CHAPTER 17 FOR SPECIAL INSPECTION,STRUCTURAL OBSERVATION,AND • FURNISHED OWNER FURNISHED OWNER TESTING FOR WIND AND SEISMIC RESISTANCE AS APPLICABLE.THIS INSPECTION IS OWNER FURNISHED. 2012 IBC FURNISHED TESTING FOR 201216C SPECIALSPECIAL FURNISHED TESTING FOR 2. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 1. CODE REFERENCED BNSPECTION SPECIAL SPECIAL CODE REFERENCEDINSPECTION SPECIAL SPECIAL 3. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS,REGARDLESS OF WIND OR SEISMIC SYSTEM OR MATERIAL REFERENCE STANDARD (SEE NOTE 1) INSPECTION COMMENTS INSPECTION SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION COMMENTS INSPECTION DESIGN CATEGORIES,ARE CONTAINED IN TABLE 2. GENERAL 4.PRIOR TO WELDING, 1.CONSTRUCTION 1705.1.1 ITEM 1 X VERIFY THAT THE 4. FOR ADDITIONAL REQUIREMENTS,REFER TO SPECIFICATION SECTION 01455,SPECIAL INSPECTION,OBSERVATION MATERIALS AND SYSTEMS FOLLOWING ARE N AND TESTING. THAT ARE ALTERNATIVES COMPLIANCE: TO MATERIALS AND - SYSTEMS PRESCRIBED A.APPROVED 17052.1 AWS 01.1 X SPECIAL INSPECTION BY CODE WELDING DURE SPECIFICATIONS(WPS) 2.INSTALLATION OF 1703.4.2, ICC-ES X AVAILABLE TO 1. SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 TOGETHER WITH LOCAL AND STATE AMENDMENTS. MATERIALS THAT REQUIRE 1705.1.1 ITEM 3 EVALUATION WELDERS AND ADDITIONAL REPORTS WELDING REFER TO THE TABLES CONTAINED ON THESE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. MANUFACTURERS NSPECTOR(S) 2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR AND ASSOCIATED TESTING WILL BE INSTRUCTIONS BEYOND B.WELDER 1705.2 AWS D1.1 X NOTE 2 ALSO SEE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY. THE DISTRICT WILL SECURE AND PAY FOR THE SERVICES CODE REQUIREMENTS QUALIFICATIONS AND REQUIREMENTS OF OF THE AGENCY TO PERFORM ALL SPECIAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS FOR EACH SYSTEM AND STRUCTURAL JOINT FIT-UP SPEC.SECTION 05 MATERIAL WILL BE INTERNATIONAL CODE COUNCIL(ICC)CERTIFIED OR OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEE TABLE 2. 0523 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT 5.VERIFY DURING DOCUMENTS AND SUBMIT RECORDS OF INSPECTION.ALL DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION NOTES: WELDING: OF THE CONTRACTOR FOR CORRECTION. 1.PERIODIC INSPECTION S DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,N SOME CASES A.CONTROL AND 1705.2.1 AWS D1.1 X 4. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO CONTRACTOR,CH2M HILL,BUILDING PERFORMED DURING THEIR PLACEMENT AND N ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT.THE HANDLING OF OFFICIAL AND THE DISTRICT WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. INSPECTIONS COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING WELDING FOR WHICH REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS PLAN. AND COVERING INSPECTED WORKCONSUMABLES . B.ENVIRONMENTAL 1705.2.1 AWS D1.1 X 5. AT THE CONCLUSION OF CONSTRUCTION,A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CONDITIONS CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES WILL BE SUBMITTED. C.COMPLIANCE WITH 1705.2.1 AWS D1.1 X NOTE 2 ALSO SEE TABLE 2 WPS REQUIREMENTS REQUIREMENTS OF REQUIRED STRUCTURAL SPECIAL INSPECTION SPEC.SECTION 05050 REFER TO SPECIFICATION SECTION 01455 , 6-AFTER WELDING, PERIODIC VERIFY THE OWNER CONTINUOUS FOLLOWING: FURNISHED OWNER A.Ste,LENGTH AND 17052.1 AWS D1.1 X NOTE 2 2012 IBC SPECIAL FURNISHED TESTING FOR LOCATION OF WELDS CODE REFERENCED INSPECTION SPECIAL SPECIAL B.WELDS MEET 1705.2.1 AWS D1.1 X NOTE 2 ALSO SEE SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION COMMENTS INSPECTION VISUAL ACCEPTANCE REQUIREMENTS OF CRITERIA SPEC.SECTION STEEL 05050 1.MATERIAL VERFICATION OF ALUMINUM STRUCTURAL STEEL: 1.MATERIAL A.IDENTIFICATION 1705.2.1,2203.1 Applicable ASTM X VERIFICATION OF MARKINGS TO Material Standards ALUMINUM: CONFORM TO AISC 360 A.IDENTIFICATION 1705.1-1 ITEM 2 X B.MANUFACTURER'S 1705.2.1 AISC 360:Sec. X MARKINGS TO CERTIFIED TEST N3.2,N5.2 CONFORM TO ASTM REPORTS STANDARDS SPECIFIED IN THE 2.PRIOR TO BOLTING, APPROVED VERIFY THAT THE CONSTRUCTION FOLLOWING ARE IN DOCUMENTS COMPLIANCE: B.MANUFACTURERS' 1705.1.1 ITEM 2 X A.MANUFACTURER'S 17052.1 AISC 360:Sec. X CERTIFIED MILL TEST CERTIFICATIONS N3.2,N5.2,65.6 REPORTS AVAILABLE FOR RCSC:Sec.2.1,9.1 FASTENER MATERIALS 2.INSPECTION OF WELDING: B.FASTENERS 1705.2.1 AISC 360:See. X A.NONDESTRUCTIVE 1705.1.1 ITEM 2 AWS 01.2 X ALSO SEE MARKED N N3.2,N5.2,N5.6 INSPECTION REQUIREMENTS OF a ACCORDANCE WITH Applicable ASTM NOTE 2 SPEC.SECTION co ASTM REQUIREMENTS Material Standards 05050 ai C.PROPER BOLTING 1705.2.1 AISC 360:Sec.N5.6 X PROCEDURE RCSC:Sec.4 w SELECTED FOR JOINT NOTES: P DETAIL 1.PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,N SOME I- CASES PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT.THE D.PROPER STORAGE 1705.2.1 AISC 380:Sec.N5.6 X COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK 0 PROVIDED FOR BOLTS, RCSC: Sec.2.2 NUTS,WASHERS AND PROCEEDING AND COVERNG INSPECTED WORK. OTHER FASTENER COMPONENTS 2.VISUAL INSPECTION B THE RESPONSIBILITY OF THE CONTRACTORS WELDING INSPECTOR(S)AND B NOT CONSIDERED SPECIAL co 3.VERIFY DURING INSPECT/ON. CONTRACTOR MUST PROVIDE A QUALFIED WELDING INSPECTOR TO OVERSEE CONTRACTOR'S WELDING OPERATIONS, N BOLTING: AS REQUIRED BY AWS D1.1,SECTIONS 6.1.2&6.6,SPEC.SECTION 05050 AND REFERENCED WELDING CODES. m a A.FASTENER 1705.2.1 AISC 360:Sec.N5.6 X IIU_' ASSEMBLIES,OF Q SUITABLE CONDITION, O PLACED IN ALL HOLES ~O AND WASHERS(IF a REQUIRED)ARE POSITIONED AS REQURED as r-- r-- In co a,I o \��gD PROfFsso m S x°'rss / V ]8M. 9 k U ORIG 04/04/2018 SHEET TITLE: SHEET:9 OF: 65 DWG I. Digital Signature DON:‘gS 111111111111111.111111 KMB DATE. CLEAN WATER SERVICES GENERAL Dsrv: KM DWG ft:001-G-009 THIS BAR IS DURHAM pA°E, APR 2018 �o•fF r''k10.,OREGON o ��' Ili CleanWater Services Ci12M1- STRUCTURAL - 001-G-009 , gG�� 2 CHK: LAS CAD PILE"` ONE INCH WHEN DEWATERING CENTRIFUGES PLC F: 4RON Q 001-G-009_698577.dgn DRAWING IS Our commitment it clear STATEMENT OF SPECIAL zw JDD NTSREPLACEMENT INSPECTIONS CWS 6893 I EXP.06-30-2010 J APPD: SCALE: FULL SCALE. REVS DATE BY , APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PW x LL PIPING SCHEDULE JOINT COLOR OF PIPE BAND LABEL TEST TEST INSULATION FLOWSTREAM SERVICE SIZE(S) INSTALLATION MATERIAL SPECIFICATION TYPE COATING (Tnemec No.) COLOR COLOR PRESSURE TYPE Heat Trace TYPEIFINISH REMARKS (NOTE 2) (NOTE 3) (NOTE 4) SECTION ( 9) NOTE 11 (NOTE 11(NOTE 5) ) (NOTE 11) (PSIG) (NOTE 6) (NOTE 8) NOTE (NOTE 10) DCF DEWATERING CENTRIFUGE ALL EXP CLDI 15200-01 FL,GR NO.4 BROWN(AG12) NOTE 7 NOTE 7 150 H NONE NONE PROVIDE HDPE PIPE AT SPECIFIC LOCATIONS AS SHOWN FEED ON THE DRAWINGS. FERC FERRIC CHLORIDE ALL EXP PVC 15200-10 FL S,W BARE N/A NOTE 7 NOTE 7 50 H NONE NONE HPA HIGH PRESSURE AIR ALL EXP STL 15200-03 FL,S,W NO.4 SAFEBLUE BLUE BLUE 190 P NONE NONE HW HOT WATER ALL EXP CU 15200-13 FL S,W NO.10 N/A NOTE 7 NOTE 7 100 H NONE TYPE 1/Fl NPW NON POTABLE WATER ALL 1 EXP CU 15200-13 FL,S,W NO.10 AND NO.4 GRAY(32GR) BLACK BLACK 100 H NONE NONE POL POLYMER ALL EXP PVC 15200-10 FL,S,W BARE N/A NOTE 7 NOTE 7 50 H NONE NONE NOTES: 1. WHERE PIPING CARRIES TWO OR MORE SERVICE DESIGNATIONS,THE PIPING 6.PRESSURE TEST MATERIAL SHALL CONFORM TO THE MATERIAL OF THE FIRST SERVICE LISTED. G: GRAVITY TEST TO HIGHEST LIQUID LEVEL THAT PIPE WILL BE SUBJECTED TO H: HYDROSTATIC TEST TO INDICATED PRESSURE 2. SEES MEASURED IN INCHES P: PNEUMATIC TEST TO INDICATED PRESSURE "ALL"REFERS TO ALL SEES PC:TEST PER CURRENT UNIFORM PLUMBING CODE >"GREATER THAN <"LESS THAN 7.BAND AND LABEL PIPING PER SECTION 10400,SIGNAGE. "<="LESS THAN OR EQUAL TO _"GREATER THAN OR EQUAL TO 8.HEAT TRACING:SEE SPEC SECTION 16055 3. ALL REFERS TO ALL INSTALLATIONS 8.JOINTS AS SPECIFIED IN SECTION 15200 PROCESS PPING-GENERAL AND IN SECTIONS REFERENCED BUR: BURIED FL-FLANGED EMB: EMBEDDED(IN CLSM OR CONCRETE) GR-GROOVED EXP: EXPOSED(INDOORS OR OUTDOORS) S-SCREWED SUB: SUBMERGED W-WELDED,SOLDERED,BRAZED,GLUED,FUSION 4. CLDI:CEMENT LINED DUCTILE IRON 10.INSULATION:SEE SECTION 15080 CU:COPPER HOPE:HIGH DENSITY POLYETHYLENE 11.COORDINATE FINAL PIPE,BAND,AND LABEL COLOR WITH OWNER. PVC: POLYVINYLCHLORIDE STL:STEEL - 5.SYSTEM NO.: IN ACCORDANCE WITH SPECPICATION SECTION 09900,PAINTING AND COATING. CEMENT(CLDI):AWWA C104 MORTAR LINING DESIGN CRITERIA DEWATERING CENTRIFUGES HORIZONTAL SCREW CONVEYORS FERRIC CHLORIDE PUMPS NUMBER OF UNITS 2 NUMBER OF UNITS 2 NUMBER OF UNITS 2 MANUFACTURER GEA-WESTFALIA SIZE,INCHES 14 TYPE DWPHRAGM MODEL CF-8000 CAPACITY,WET LB/HR(EACH) 25,000 CAPACITY,GPH(EACH) 16 a NOMINAL BOWL DLAM ETER,INCHES 30 POWER(EACH) 67 W ,i, BOWL LENGTH TO DIAMETER RATIO 4:1 MAXIMUM BOWL SPEED,RPM 2700 N MAIN BEARNG LUBRICATION COMPRESSED AIR/OIL MAST w MAIN DRIVE MOTOR SEE,HP 150 r BACKDRIVE MOTOR SIZE,HP 60 1 0 a GUARANTEED PERFORMANCE, MACHINE SIZING NORMAL OPERATION THROUGHPUT CRITERIA SOUDS LOADING RATE,LB/HR TOTAL 3.000 4,500 DRY SOLIDS(DS)BASIS m F, HYDRAULIC LOADING RATE,GPM 240 @ 2.5%DS 360 @ 2.5%DS Q 300 @ 3.0%DS v42 257@3.5k DS W MINIMUM DEWATERED SLUDGE CAKE I— 23 RANGE 18 TO 23 o CONCENTRATION,%DS F- MINIMUM SOLIDS CAPTURE,% 95 RANGE 94 TO 98 a MAXIMUM POLYMER DOSE,LBS ACTIVE45 RANGE 40 TO 50 PER DRY TON OF FEED SOLIDS c m -o N- N. 0 co a OI ,,,, i_„,N,„ 4 9 ORIG SHEET TITLE: SHEET:10 ON 65 OWGW: ="4---- 0J1]iFE o DRN: CJB DATE: 04/04/2018 CLEAN WATER SERVICES GENERAL n:gxralrEGON Srature 0 OSN: BWR DWG a:001-G-011 THIS BAR IS DURHAM AWWTF NATe: APR 2018 9so ioo9 5u W aeanWaber Services CI12M1! PIPING SCHEDULE AND RLC a: 001—G-011 "4/O AS KR� g CAD ONE INCH WHEN Q cAK. JTK 001-G-011_698577.dgn DRAWING IS Our commitment is clear DEWATERING CENTRIFUGES DESIGN CRITERIA 4/0M AS REPLACEMENT I1 • APED:JDD SCALE:NTS FULL SCALE. PRJ EXP.os-3o-1s LL REV x DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pR�a: 6893 SYMBOL DESCRIPTION SYMBOL DESCRIPTION CIRCUIT AND RACEWAY POWER SYSTEM PLAN-1 POWER SYSTEM PLAN-2 GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION ® CONNECTION POINT TO EQUIPMENT SPECIFIED. XX CONVENIENCE RECEPTACLE-DUPLEX UNLESS NOTED RACEWAY,CONDUCTOR,TERMINATION AND CONNECTION OTHERWISE MCC-A IN THIS DIVISION. 2 WP-WEATHERPROOF C-CLOCK HANGER POWER CIRCUIT CALLOUTS COMMUNICATIONS CIRCUIT CALLOUTS j7 MAJOR ELECTRICAL COMPONENT OR DEVICE-NAME TL-TWIST LOCK CRE-CORROSION RESISTANT /! OR IDENTIFYING SYMBOL AS SHOWN. GFCI-GROUND FAULT CIRCUIT INTERRUPTER [P1] [1/2"FLEX,2#12,#12G] [P23] [1"C,3#8,2#14,1#10G] [El] [1"C,1-CAT 6] SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT [P2] [3/4"C,2#12,1#12G] [P24] [1"C,3#8,3#14,1#10G] [E2] [1 1/4"C,2-CAT 6] NOMPANELBOARD-SURFACE MOUNTED [P3] [3/4"C,3#12,1#12G] [P25] [1"C,3#8,4#14,1#10G] [E3] [11/4"C,3-CAT 6] LPXXA L2OR RECEPTACLE,SPECIAL PURPOSE-NEMA CONFIGURATION [P4] (3/4"C,4#12,1#12G] [P26] [1"C,3#8,5#14,1#10G] 1 PANELBOARD LETTER OR NUMBER ®20 AND AMPERAGE INDICATED [P5] [314"C,5#12,1#12G] [P27] [1"C,2#6,1#10G] EMPTY CONDUIT FACILITY NUMBER LIGHTING SYSTEM PLAN [P6] [3/4"C,6#12,1#12G] [P28] [1"C,3#6,1#10G] [CE-1] [3!4"C,WITH PULL STRING] LP-LOW VOLTAGE PANEL [P7] [3/4"C,6#12,2#12G] [P28A] [1"C,3#6,1#8G] [CE-2] [1"C,WITH PULL STRING] DP-DISTRIBUTION PANEL [P8] [3/4"C,8#12,1#12G] [P29] [1"C,3#6.2#14,1#10G] [CE-3] [11/4"C,WITHPULL STRING] = PANELBOARD-FLUSH MOUNTED ®or 0 LUMINAIRE [P9] [3/4"C,3#12,2#14,1#12G] [P30] [1"C,3#6,3#14,1#10G] [CE-4] [1 1/2"C,WITH PULL STRING] [P10] [3/4"C,3#12,3#14,1#12G] [P31] [1"C,3#6,4#14,1#10G] [CE-5] (2"C,WITH PULL STRING] I ---1 TERMINAL JUNCTION BOX �� 1(10 I LUMINAIRE [P11] [3/4"C,3#12,4#14,1#12G] [P32] [1"C,3#6,5#14,1#10G] [CE-6] [3"C,WITH PULL STRING] /� M y MOTOR,SQUIRREL CAGE INDUCTION [P12] [3/4"C,3#12,5#14,1#12G] [P33] [1"C,3#4,1#8G] [CE-7] [4"C,WITH PULL STRING] \./ (1)e LUMINAIRE WITH INTERNAL BATTERY BACKUP [P13] [3/4"C,3#12,6#14,1#12G] [P34] [1 1!4"C,3#4,3#14,1#8G] [CE-8] [5"C,WITH PULL STRING] [P14] [3/4"C,3#12,7#14,1#12G] [P35] [1 1/4"C,3#4,5#14,1#8G] LPXXA HOME RUN-DESTINATION SHOWN o-®or o-® LUMINAIRE AND POLE [P15] [3/4"C,2#10,1#10G] [P36] [1 1/4"C,3#3,1#8G] POWER CABLE CIRCUIT CALLOUTS [P16] [3/4"C,3#10,1#10G] [P37] [1 1/4"C,3#3,3#14,1#8G] or //// EXPOSED CONDUIT AND CONDUCTORS" � [PISA] [3!4"C,4#10,1#10G] [P38] [1 1/4"C,3#2,1#6G] [PC1] [3/4"C,1(3C#12,1#12G)TYPE 2] G f1J or I-0 WALL MOUNTED LUMINAIRE NOTE: [P17] [3/4"C,#10,2#14,1#10G] [P39] [1 1/4"C,3#1,1#6G] [PC2] [3/4"C,1(3C#10,1#12G)TYPE 2] ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO.12,ONE NO.12 GROUND ®-' FLOOD LIGHTS-AIM IN THE DIRECTION SHOWN [P16] [3!4"C,3#10,3#14,1#10G] [P39A] [1 112"C,4#1,1#6G] [PC3] [1"C,1(3C#8,1#1OG)TYPE2] CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE [P19] [3/4"C,3#10,4#14,1#10G] [P40] [1 112"C,3#1,3#14,1#6G] [PC4] [1 1/4"C,2(3C#12,1#12G)TYPE 2] NUMBER OF NO.12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT"G"INDICATES 4-1> STANDBY LIGHTING UNIT,SURFACE MOUNTED, [P20] [3!4"C,3#10,5#14,1#10G] [P41] [1 1!2"C,3#2l0,1#6G] [PC5] [1 1/2"C,2(3C#10,1#12G)TYPE 2] GREEN GROUND WIRE. [P21] [1"C,2#8,1#10G] [P42] [2"C,3#3/0,1#4G] [PC1A] [314"C,1(2C#12,1#12G)TYPE 2] flTT CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR. [P22] [1"C,3#8,1#10G] [P43] [2"C,3#4/0,1#4G] [PC2A] [3/4"C,1(2C#10,1#12G)TYPE 2] C' SIZE CONDUIT ACCORDING TO SPECIFICATIONS XX® or EXIT LIGHTS-FILLED SECTION INDICATES LIGHTED FACE, AND APPLICABLE CODE. ARROW INDICATES EGRESS DIRECTIONAL INDICATORS, ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS /p CONDUIT AND CONDUCTOR CALLOUT,SEE LEGEND. XX=FIXTURE NUMBER CONTROL CABLE CIRCUIT CALLOUTS [Al]J [Al] [3!4"C,1 TYPE 3] [C1] [3/4"C,MSC] J CONDUIT DOWN a or I C�I SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE [A2] [1"C,2 TYPE 3] [C2] [3/4"C,2#14,1#14G] [CC3] [3!4"C,1-3C TYPE 1] 2a INDICATES SWITCHING. SUBSCRIPT NUMBER [A3] [1"C,3 TYPE 3] [C3] [3/4"C,3#14,1#14G] [CC4] [3/4"C,1-4C TYPE 1] AT LUMINAIRE INDICATES CIRCUIT [A4] [1"C,4 TYPE 3] [C4] [3/4"C,4#14,1#14G] [CCS] [3/4"C,1-5C TYPE 1] O CONDUIT UP (A5] [1 1/4"C,5 TYPE 3] [C5] [3/4"C,5#14,1#14G] [CCB] [3!4"C,1-6C TYPE 1] CONDUIT,STUBBED AND CAPPED $ WALL SWITCH: [A6] [1 1/4"C,6 TYPE 3] [C6] [3/4"C,6#14,1#14G] [CC7] [3/4"C,1-7C TYPE 1] S X 2- DOUBLE POLE [A7] [1 1/2"C,7 TYPE 3] [C7] [3/4"C,7#14,1#14G] [CC8] [1"C,1-BC TYPE 1] 3- THREE WAY [A8] [1 1/2"C,8 TYPE 3] [C8] [3/4"C,8#14,1#14G] [CC9] [1"C,1-9C TYPE 1] [ CONDUIT TERMINATION AT CABLE TRAY 4- FOUR WAY [A9[ [1 1/2"C,9 TYPE 3] [C9] [3/4"C,9#14,1#14G] [CC 10] [1"C,1-10C TYPE 1] WP-WEATHERPROOF [Al0] [2"C,10 TYPE 3] [CC11] [1"C,1-11C TYPE 1] �T TRANSFORMER EX- EXPLOSION PROOF [C10] [3/4"C,10#14,1#14G] CC12] (1"C,1-12C TYPE 1 M- MOTOR RATED [All] [2"C,11 TYPE 3] [C11] ]3/4"C,11#14,1#14G] [ ] GENERAL CONTROL OR WIRING DEVICE. P- PILOT LIGHT ]Al2] [2"C,12 TYPE 3] [C12] [3/4"C,12#14,1#14G] [CC19]CC13] [1 1/4"C,1-13C TYPE 1] QJ or HH LETTER SYMBOLS OR ABBREVIATIONS K- KEY OPERATED ]A13] [2"C,13 TYPE 3] (C13] [3!4"C,13#14,1#14G] [1 1/2"C,1-19C TYPE 1] INDICATE TYPE OF DEVICE D- DIMMER [A14] [2"C,14 TYPE 3] [CC23] [1 1/2"C,1-23C TYPE 1] CRE-CORROSION RESISTANT [C14] [314"C,14#14,1#14G] CC25] [1 1/2"C,1-25C TYPE 1]CONTROL STATION,SEE CONTROL DIAGRAMS L- MOMENTARY 3-WAY [A15] [314"C,1 TYPE 4] (C15] (3/4"C,15#14,1#14G] [ FOR CONTROL DEVICE(S)REQUIRED. MS- MANUAL STARTER ]A16[ [3/4"C,2 TYPE 4] [C16] [3/4"C,16#14,1#14G] [CC41] [2"C,1-41C TYPE 1] NONFUSED DISCONNECT SWITCH,CURRENT RATING WITH OVERLOADS [At7] [1"C,3 TYPE 4] C17 30 D. INDICATED,3 POLE LION. FOR 120V APPLICATIONS, [ j [3!4"C.17#14,1#14G] PROVIDE 1 POLE,20 AMP RATING [A18] [1 1!4"C,4 TYPE 4] [C18j (3/4"C,18#14,1#14G] ]A19] (1 1/4"C,5 TYPE 4] [C19] [3/4"C,19#14,1#14G] 60/40 FUSED DISCONNECT SWITCH,CURRENT RATING INDICATED ]A20] [1 114"C,6 TYPE 4] [C20[ [1"C,20#14,1#14G] D (60/40,60=SWITCH RATING/40=FUSE RATING) (A21] [1 1/2"C,7 TYPE 4] [C21] [1"C,21#14,1#14G] 3 POLE [A22] [1 1!2"C,8 TYPE 4] [C22] [1"C,22#14,1#14G] 2 N COMBINATION CIRCUIT BREAKER AND (A23] [2"C,9 TYPE 4] [C23] [1"C,23#14,1#14G] a MAGNETIC STARTER,NEMA SIZE INDICATED [A24] [314"C,1-4 pr.TYPE 5] [C24] [1"C,24#14,1#14G] o AT AMBIENT SENSING THERMOSTAT FOR HEAT TRACE (A25] [1"C,2-4 pr.TYPE 5] [C25] [1"Q25#14,1#14G] CONTROL,PROVIDE NUMBER OF OUTPUT CONTACTS w AS REQUIRED. NOTES: P 1. FOR CABLE TYPES,SEE SPECIFICATIONS. O O HEAT TRACE CONNECTION a 2. WHERE CIRCUITS ARE UNDERGROUND,DIRECT BURIED OR CONCRETE ENCASED,MINIMUM CONDUIT SIZE SHALL BE t". w © FEMALE RECEPTACLE(PART OF PLUG STYLE DISCONNECT) O N Q V W r- <a in i- 0 O J 0- c c rn r- r- in co rn N 4\7.t, I Off,Pr. "r-i' ', MOPE 9 °;-1,0,, 04/04/2018 DWG R Digital St Rt DRN: CSB DATIGE: O4/O4/ZO18 SHEET TITLE: SHEET:11 o 0- 11.111111111111.1.1 CLEAN WATER SERVICES GENERAL Si $ OREGON DSN: RH DWG it:001-G-012THIS BAR IS DURHAM AWWTF PDA,6: APR 2018 9 CAD FILER ONE INCH WHEN Li CleanWater Services Ci12/141': ELECTRICAL LEGEND- 1 - 001-G-012 DEWATERING CENTRIFUGES `14'S.HP•O' a CHK: MSM 001-G-012_698577.dgn DRAWING IS Our commitment la clear PLC R zREPLACEMENT J APED:JDD SCALE:NTS FULL SCALE. cws EXP.00-30-1e LL REV# DATE ST APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ#. 6893 SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS ONE LINE DIAGRAMS CONTROL DIAGRAMS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION n A AMPERE,AUTOMATIC KA K LOAMPERES 400 CIRCUIT BREAKER,THERMAL MAGNETIC TRIP SHOWN, —O O— PUSH-BUTTON SWITCH,MOMENTARY CONTACT, AC ALTERNATING CURRENT KV K LOVOLT 3 POLE,UNO NORMALLY OPEN AFD ADJUSTABLE FREQUENCY DRIVE KVA K LOVOLT AMPERES nPUSH-BUTTON SWITCH,MOMENTARY CONTACT, AFF ABOVE FINISHED FLOOR KVAR K LOVOLT AMPERES-REACTIVE AS AT CIRCUIT BREAKER,STATIC TRIP UNIT,SENSOR AMP NORMALLY CLOSED AFG ABOVE FINISHED GRADE KW K LOWATTS AF or AF TRIP AND FRAME RATINGS SHOWN,3 POLE,UNO ATS AUTOMATIC TRANSFER SWITCH OFF SELECTOR SWITCH-MAINTAINED CONTACT-CHART LP L GHTING(INSTRUMENTATION)PANELBOARD n HAND` I ,REMOTE IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY: BFR BELOWEFINISHED GRADE CIRCUIT BREAKER,NMAGNETIC TRIP ONLY,TRIP �fr(/ BKR BREAKER M MAGNETIC CONTACTOR COIL, 100lM RATING SHOWN,3 POLE,UNO XOO BSC BARE STRANDED COPPER MOTOR,MANUAL POSITION MCC MOTOR CONTROL CENTER SWITCH,CURRENT RATING INDICATED,3 POLE,UNO CKT HAND OFF REMOTE X-CLOSED CONTACT MH MANHOLE,METAL HALIDE,MOUNTING HEIGHT 100 OOX 1 X 0 0 O-OPEN CONTACT C CONDUIT,CONTACTOR,CONDUCTOR,CLOSE MIN MINIMUM —00— 2 0 O x CAP. CAPACITOR MSC MANUFACTURER SUPPLIED CABLE CB CIRCUIT BREAKER ® FUSE,CURRENT RATING AND QUANTITY INDICATED CLE CURRENT LIMITING FUSE 60 (3) CPT CONTROL POWER TRANSFORMER NC NORMALLY CLOSED —OHO TOGGLE SWITCH,ON-OFF TYPE CR CONTROL RELAY NIC NOT IN CONTRACT CT CURRENT TRANSFORMER,CABLE TRAY N.O. NORMALLY OPEN 1 NTS NOT TO SCALE �x— MAGNETIC STARTER WITH OVERLOAD, ON OFF NEMA SIZE INDICATED,FVNR UNO DC DIRECT CURRENT SELECTOR SWITCH,ON-OFF TYPE DIS DISCONNECT SWITCH OL OVERLOAD RELAY DWG DRAWING —1AFD ELECTRONIC STARTER/SPEED CONTROL PB PULL BOX RVSS=REDUCED VOLTAGE SOFT STARTER E EMPTY PP POWER PANELBOARD AFD=AC ADJUSTABLE FREQUENCY DRIVE _O O— MUSHROOM HEAD SWITCH EX,EXST EXISTING DC=DC ADJUSTABLE SPEED DRIVE yT� RGS RIGID GALVANIZED STEEL CONDUIT (A) INDICATING LIGHT,PUSH-TO-TEST,LED TYPE, FREQ FREQUENCY SPD SURGE PROTECTIVE DEVICE • CABLE OR BUS CONNECTION POINT ��•.•.•tcc LETTER INDICATES COLOR SS START/STOP A•AMBER G-GREEN S-STROBE G GROUND SST STAINLESS STEEL(TYPE 316) B-BLUE C-CLEAR R-RED W-WHITE GMGND GROUND FAULT CIRCUIT INTERRUPTER GROUND SV SOLENOID VALVE K KEY INTERLOCK SWGR SWITCHGEAR HH HANDHOLE TC TRAY CABLE —+ • SURGE ARRESTER(GAP TYPE) HOA HAND-OFF-AUTO TYP TYPICAL I ETM I ELAPSED TIME METER HP HORSEPOWER © HS HAND SWITCH UON UNLESS OTHERWISE NOTED MOTOR.SQUIRREL CAGE INDUCTION- HZ HERTZ V VOLTAGE,VOLTS HORSEPOWER INDICATED O MOTOR STARTER CONTACTOR COIL VFD VARIABLE FREQUENCY DRIVE IC INTERRUPTING CAPACITY 0CONTROL RELAY,X INDICATES NUMERICAL ORDER W WATTS DV/DT DV/DT FILTER IN CIRCUIT J,JB JUNCTION BOX WP WEATHERPROOF X TIME DELAY RELAY,X INDICATES NUMERICAL ORDER XFMR TRANSFORMER IN CIRCUIT DP� DIGITAL POWER METER(MULTIFUNCTION) --ICONTACT-NORMALLY OPEN .14. CONTACT-NORMALLY CLOSED GROUND —0---I I---❑— REMOTE DEVICE 15 KVA ,L,480-120/240V -Y-y-v 1 PH TRANSFORMER,SIZE,VOLTAGE RATINGS, °TIP MOTOR SPACE HEATER 'Yr", , AND PHASE INDICATED 0 TERMINAL BLOCK,REMOTE 480-120V POTENTIAL TRANSFORMER,VOLTAGE RATING AND QUANTITY INDICATED O TERMINAL BLOCK,INTERNAL (3) 100:5 CURRENT TRANSFORMER,RATIO(100:5)AND _- FUSE,RATING INDICATED (3) QUANTITY INDICATED(3) ® CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER DIVISIONS.RACEWAY,CONDUCTOR AND CONNECTION1( 1 TRANSFORMER,CONTROL POWER 2IN THIS DIVISION N O Lii I- X% INDUCTIVE REACTOR,RATING PERCENTAGE INDICATED. GROUND SYSTEM PLAN O GROUND ROD J a — —G— — GROUNDING CONDUCTOR,SIZE AS INDICATED 0 TERMINAL BLOCK LUG m eO. GROUND ROD TO CABLE DELTA CONNECTION GT v PIGTAIL FOR CONNECTION TO EQUIPMENT a ti WYE GROUNDED CONNECTION,SOLID GROUND J CABINET OR FRAME o H G EQUIPMENT GROUND BUS O a N EQUIPMENT NEUTRAL BUS NOTES: 1. THESE ARE STANDARD LEGEND SHEETS.SOME SYMBOLS AND ABBREVIATIONS a MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS. 2.FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS(HVAC,MECHANICAL,AND m STRUCTURAUARCHITECTURAL)SEE OTHER LEGENDS. rn o,c AE r- (� ORIG 04/04/2018 SHEET TITLE: SHEET:12 OF: 65 DWG E: O ��DRN: CSB DATCLEAN WATER SERVICES GENERAL Digital SOREGt m OSN: RH Dwcn:001-G-013 THIS BAR IS DURHAM AWWTF DATE: APR 2018 ,p`' 1,4` w cAOFILEn: ONE INCH WHEN aeanWater �rvices C112/M: ELECTRICAL LEGEND-2 001-G-013 'Hs.HAa# zCHK: MSM 001-G-013_698577.dgn DRAWING IS Our commitment is clear DEWATERING CENTRIFUGES FLOE w REPLACEMENT cws EXP.06-30-19 J APPD:JDD SCALE NTS FULL SCALE. REVS DATE RD APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRS , 6893 LL NOTES: 1. PROVIDE DIN RAIL SPACE FORA MINIMUM OF 25%EXTRA TERMINAL BLOCKS. 2. REFER TO SPECIFICATIONS FOR TERMINAL IDENTIFICATION/NUMBERING CONCEPTS. J 3. ARRANGE ALL TERMINALS FOR EACH LOOP MOUNTING AS ONE GROUP.PROVIDE LABELED END RAIL,TYP STOP TO IDENTIFY EACH LOOP. END STOP WITH MARKING STRIP (ENTRELEC BA&PEH OR EQUAL) 715FCV6401 / LOOP NUMBER rX X r X m o m F X ® o 0 X KNIFE SWITCH WITH FUSE F X f X F x m O m X TERMINAL NUMBER F x m o X— NOTE F X ® Io X TYPICAL FOR EACH N r X o X JUMPER BAR LOOP (NOTE 3) F x o X F X Q o ® x F X m O m x I F X m . m x I SI F X GAF ® X F G m O m G GROUNDING TYPE TERMINAL F 000 F m o m r 01 . 10 _.___--END SECTION IN CONTRASTING COLOR ' 715FCV6402 1 r ' X x r X m O 0 X F X QIoIQ X F X 000 x F F X O o ® X F X m O 0 X F X Q o Q X r X �0 O ® X a r X Q O 0 X r X m o m X N N LI] r X m o m X p FG m O ® G a (F. _Q O m 0 IOI m m 0 N : a /ii 1.-- <Q 0 TYPICAL TERMINAL BLOCK MARKING II' NTS c m N- r; r So m F))PROF NI �`�R„8C.INE,Rf/O9 ORIG SHEET TITLE: SHEET:22 OF: 55 DWG k: o DON: JB DATE:04/05/2018 ® --- CLEAN WATER SERVICES INSTRUMENTATION&CONTROLS Digital Signature REGON c DON: JN Dwcs:008-1-502 aw: APR 2018 00 :yy 2 wCleanwa�r Services DURHAM AWWTF ti ,,,5 THIS BAR IS ?JVNr: TYPICAL TERMINAL 008-1-502 '448 4"'° ° < CHK: OW CAD FILE#: ONE INCH WHEN DEWATERING CENTRIFUGES BLOCK MARKING PLC tk: PAU`O' G 008-I-502 698577.dgn DRAWING IS Our commitment ia clear z — J APPD:JDD SCALE:NTS FULL SCALE. REVS DATE ST APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 REPLACEMENT W ,,reo: 6893 1 EXP.06-30-161 WS#: FROM POWER FROM PLC SOURCE (CONTROL) A. I I I I E � 1 0 y r7" mO� I II IO ❑ m O a Q FUt - - — _ I L 1 FERRIC METERING L O!R R O 0 L PUMP#1 V XOX I O o 0 N 11 P96301 LCS FED BY PANEL XXXX N 0 FO 0 N CIRCUIT# 0 ,O 0 N ��O OXOX I 0 0 RUN1 I I I 0 O RUN2 — — — — O 0 RMT1 0 I II O OWT2 C1FF/RFRFT E OOX II (s) ®. _OCAL REMOTE O O 0 ON11 ///cE) 000x I I I I HII 02 \ / IIIIII11 III I I 1 1 1 1 . 1 iii HIGH DISCHARGE III ® PRESSURE . A, 0 CR30 ® d 0 m L ON PANEL DOOR J '�i' O CR2 ® Qi�0• t8 _2'! /it.. \ I 12 I� CR1 0 ��' -CR4_ O O SC+SC-J \ / O OSI` O OSI- O 0BL-2 �� O O B 0 R-2 — to O 0 BK-3 -_-- 01010 O Q 0 BL-3 1 -- O O BR-3 O O WH-3 O III 0 IL D 24 1 a of TWIST LOCK RED 1 0 1 1 FROM TO TO O PLC PUMP PSH TO LCS FRONT ELEVATION PUMP 2 NTS PART LIST# QUANTITY MANUFACTURER DESCRIPTION a m 1 2 SAGINAW SCE-1212CHQRFG:NEMA 4X 12x12 FIBERGLASS ENCLOSURE v, N 2 2 ABB ENTRELEC SCE-12P12J:12X12 BACKPANEL `�! 3 1 ABB ENTRELEC DIN 3 RAIL,0173 220.05 `i Li 4 8 ABB ENTRELEC END ANCHOR,BAM4,1SNK900001R0000 � 5 50 ABB ENTRELEC GREY TERMINAL,0115 116.07 i_2_ = 6 10 ABB ENTRELEC END SECTION,0118 368.16 NOTES: H- 7 6 ABB ENTRELEC SCM6 CIRCUIT SEPARATOR,0113 003.10 O 8 4 EATON 1025OTM36 LEGEND PLATE 1. THIS DRAWING IS TYPICAL FOR ALL FERRIC PUMP LCS. Ja 9 2 HUBBELL POWER ENTRY CONNECTOR,HBL4715C 10 2 ABB ENTRELEC 0116 951.15,FUSE HOLDER END SECTION 2. VERIFY PART NUMBERS AND QUANTITY. 11 2 EATON 10250T1 N.OJN.C.CONTACTS 12 4 EATON 10250T53 NO CONTACT 3. REFER TO TYPICAL WIRING DIAGRAM FOR DETAILED w 13 2 EATON 10250T1322,3 POS SELECTOR SWITCH WIRING REQUIREMENTS. T'.1 14 2 HELLERMAN TYTON WIREWAY COVER 1-112",TY15CPG6 15 2 HELLERMAN TYTON 1-1/2"WIREWAY,TY15X2NPG6 a 16 2 LHM PHENOLIC LABEL LI 17 2 ABB ENTRELEC 0115 986.00 TERMINAL BLOCK WITH BLADE SWITCH F- 18 2 ABB ENTRELEC 0115661.21,NEON FUSED TERMINAL o 19 2 ABB 120VAC RELAY CR1 SPDT,RB121-120VUC,1SNA645003R0500 1- 20 4 ABB 5VDC RELAY CR2&CR3 SPDT,RB121-5VDC,1SNA645034R2300 OJ 21 2 EATON 10250T34A,INDICATING LIGHT,AMBER a 22 2 OMRON 120VAC RELAY CR4 3PDT,MY3NAC110120 23 2 OMRON SOCKET PYF11A 24 2 EATON GBK14,GROUND BUS 25 2 ABB ENTRELEC 0168 973.07,JUMPER BAR c m r- r` r Co ro m COI ��RF.O P�ROfrs to ,,,,L.'s ,,,,Io,,£, sos ORS: JB ORIG 04/05/2018 SHEET TITLE: SHEET:23 OF: 65 DWG S: 0653PE l Digital Signature o� OATE: INSTRUMENTATION&CONTROLS APR 2018 0 11111.1111111111.11 CLEAN WATER SERVICES s s DATE: O PLOT OREGON csN: JN DWG a:008-1-503 THIS BAR IS DURHAM AWWTF $1,:""-,93„410', CCi12Mt FERRIC PUMP 008-1-503 2 C1eanWater Services DEWATERING CENTRIFUGES PLC a: o CAD FILE a: ONE INCH WHEN Q CUE: DW 008-1-503 698577.dgn DRAWING ISLOCAL CONTROL z _ Our Commitment is clear PAULO' J ARM:JOD SCALE:NTS FULL SCALE. REPLACEMENT STATION Dos 6893 I EXP.06.30-181 7. REV S DATE BY AOVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRd u: ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION QA INDICATING LIGHT,LETTER INDICATES 9 A AUTO RELAY COIL • 0 • COLOR: AMBER R = RED • TERMINAL BLOCK B CBASE CLOSE B = BLUE W = WHITE CR CONTROL RELAY C = CLEAR Y = YELLOW CS CURRENT SWITCH(4-20mA) DECREASE G = GREEN TERMINAL BLOCK,FUSED F DEC FORWARD CR H HAND -H F- CONTACT,NORMALLY OPEN INC INCREASE QA INDICATING LIGHT,PUSH-TO-TEST ! TERMINAL BLOCK,KNIFE SWITCH J L JOG LOCAL CR a 0 • LETTER INDICATES COLOR LOS LOCKOUT STOP —J.r— CONTACT,NORMALLY CLOSED O M MOTOR RELAY/CONTACT MANUAL A FIELD DEVICE(S) 0AN OFF,ON,OPEN OR -_L_ PUSHBUTTON SWITCH,MOMENTARY CONTACT, PWR POWERSET O 0 NORMALLY OPEN O SOLENOID VALVE Q DISTRIBUTED CONTROL SYSTEM(DCS) R REVERSE REM REMOTE S SLOT QA SEC SECONDS I HORN,BEEPER PUSHBUTTON SWITCH,MOMENTARY CONTACT, TDOD TIME DELAY ON DE-ENERGIZATION n n NORMALLY CLOSED B . CONTROL PANEL DEVICE(S) TDOE TIME DELAY ON ENERGIZATION TDR TIME DELAY RELAY ZS-C CLOSED END LIMIT SWITCH H 0 A ZS-O OPEN END LIMIT SWITCH OA • MOTOR CONTROL CENTER DEVICE(S) XQQ ^ r(1u{l BELL OOX SELECTOR SWITCH 00X IGROUND CO ONO LIMIT SWITCH (INSTRUMENT, PANEL, RELAY)TAG NUMBERS ETM ELAPSED TIME METER CR-ANN NUMBERS ANNUNCIATOR RELAY CONTACT OPEN FOLLOWS ANNUNCIATOR INPUT UPXXLLLPP WHERE ppO OOQ O O DCS INPUT UP =FACILITY CODE XX =EQUIPMENT OR ISA TAG FLOW SWITCH LLL=LOOP NUMBER ON PP =COMPONENT NUMBER TEMPERATURE SWITCH • DCS OUTPUT NORMALLY OPEN SEE LOOP LIST FOR TAG NUMBERS.W LEVEL SWITCH STOP 0... ..(2, � o e DCS OUTPUT NORMALLY CLOSED ANALOG SYMBOLS PRESSURE SWITCH L_..J TRANSFORMER,SECONDARY FIELD TDR TIME DELAY SWITCH,NORMALLY CLOSED r-m f-mVOLTAGE INDICATED WITH TIME DELAY CLOSING 120VAC ' a 5 SEC 2 ON 2-WIRE TRANSMITTER ANALOG I/O v �-. CIRCUIT BREAKER C —— Cs!N TDR TIME DELAY SWITCH,NORMALLY CLOSED tii WITH TIME DELAY OPENING F 10 SEC 2 FIELD o TDR TIMEDELAY SWITCH,NORMALLY OPEN 11 II FUSE a XXX II II FUSED TERMINAL BLOCK OO WITH TIME DELAY CLOSING 2 el 4-WIRE TRANSMITTER 30 SEC �� FUSE XXX-�- SWITCHING TERMINAL BLOCK N TDR TIME DELAY SWITCH,NORMALLY OPEN 1111E1 a 0-...r....? WITH TIME DELAY OPENING a w 2 =UPCPLLLPPrXXX GROUNDED TERMINAL BLOCK - - - -I 6- 180 SEC O E- I C- a' + LATCHING RELAY IMO OTIME DELAY RELAY O- SIGNAL CONVERSION 30 SEC RANGECI 0©0 N- LU BC rn `OI ,1,10 PROA, m4VS F,,cwE4 �9 Or SHEET TITLE: SHEET:24 OF: 65 DM*. - 65653,E 07 DEN: JB DATE: 04/05/2016 INSTRUMENTATION&CONTROLS Digital Signature 0 1111111.111111111111.1 CLEAN WATER SERVICES gi 05 tune DWT APR 2018 0 PWT oa=-cox DON: JN Dwcn:008-1-600 THIS BAR IS DURHAM AWWTF o , a M DHK DW CAD PILE F: ONE INCH WHENfli ` DEWATERING CENTRIFUGES WIRING DIAGRAM LEGEND PIC N. 008-1-600 o"448PAUL�y� Q _008-1-600_698577.dgn DRAWING IS Our commitment is clear w JDD NTSFULL SCALE. REPLACEMENT I I J APED: SCALE: DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 i,10,,: 6893 EXP.06-30-181 REV 0 DATE BY APVR9 FIELD SOLIDS BUILDING SOLIDS BUILDING XXXPPXXXX L / / a- ` 0 CIRCUIT# CONDUIT: l 0 N PUMP CONTROL STATION XXXX GROUND 11P96301-LCS !BUS L N G ■ ■ ii - SOLIDS BUILDING PLC PANEL:11 LCP00503,PLC-5 • O/R L 4 R RUN COMMAND V XOX PLC REMOTE RUN TB-R3S9 _ 11YY96301 • �Q •- - Al Co A2 • XXXX 0 - DI:RXXSXXPxx 0 _- PLC: 5 RACK: X SLOT: X 0 XOX�8CjR 5 10 11 •— - - • N N POINT: X CONDUIT:C-710PSHXXXX 7 1 17PSH96301-C1 1 DO I- II I 11PSH96301 11PSH96301-C2 ♦Q '---�QE 120VAC NUT i TB-R3S7 AUTO "HIGH DISCHARGE —4—oox ~ ~ ~ XXXX PRESSURE" O • ---- FU5 II II— 11HS96301 REMOTE . 5 f- DI:RxxSxxPxx 570 PLC: 5 11P96301 RACK: X N __ SLOT: X GRUNDFOS POINT: X METERING PUMP GRUNDFOS MODEL DME 60 DI CR4 4 I 7 PRESSURE HIGH PLUG 3 MFR CABLE CR4 XXXX DI:RxxSxxPxx 11PSPLC:H965 1 BN..______,_3+r1_ ■ 6 �- ÷<> __ RACK: X STOP/RUN 1 XHIGH DISCHARGE SLOT: X PRESSURE N ON 2 (( POINT: X 5V 3 (( BL ,� 1 XOO • DI _ CR2 OV 4 (( 14( 1L 1 - ON 11YS96301 — XXXX DI:RxxSxxPxx PLC: 5 CR1 II 7„, RACK: X 14 ON N __ SLOT: X •�Ell___ POINT: X • Al a A2 DI ON CR3 5VDC 141 I 1 1 FAULT RELAY 11YA96301 WHXXDI:RXXSXXPxxPLC: 5 • U , XX 8 231,70 RACK: X BK FAULT SLOT: X II POINT: X M s CONDUIT:XXXX DI 0 o PLUG 2 MFR CABLE-. 5VDC civ BN RELAY 61‘‘O.1 � 1 (( i FAULT J-f 3 (( BL■ Al A2 01- -1 I.-. 2 (( W H • ®FAULT CONDUIT:XXXX PLUG 1 — MFR CABLE-APEED COMMAND TB-R3S3 11SC96301 m 5 ((.F- GY • ` 11SC96301S1+ 3 J Al'AI:RxxSxxPxx+ + PLC: 5 S SPEED — SPEED CONTROL 11SC9630151- I I I I __ RACK: X v CONTROL 4 CC__ 4-20mA J BK •- - ~ 4 = i/ — POIOT: X NT: X w L J Al.RxxSxxPxx- SH- S -SH o T AO EXISTING CONNECTIONS ~O Lt NT GI SCALE:0-100% �-AT EXISTING PLC-5 IN 11LCP00503 a � REUSE EXISTING FIELD WIRING.TYP. \-120V SIMPLEX LABEL DRAWING TO MATCH FIELD TWIST-LOCK RECEPTACLE NEMA L5-20R WIRING c• FLUSH MOUNT WEATHERPROOF COVER N- r` � TWIST-LOCK PLUG NEMA L5-20 � I 0 PROT,ip C'S ,NGnYE.- /p� • o ORIG CLEAN WATER SERVICES SHEET TITLE: SHEET:25 OF: 65 DWG it e� 65653PESi �e oDRN: JB OATS: 04/05/2018 OREGON INSTRUMENTATION&CONTROLS Digital Signature o DON: JN DWG#:008-1-601 PLOT APR 2018 `_' DURHAM AWWTF p C 1 2 CAD FILE#: ONE INCH WHEN aeanWaber Services ?44t TYPICAL WIRING DATE: — 008-I-60 1 °04,:^v46%I.,�y°= DEWATERING CENTRIFUGES Q CHK: DW 008-1-601 698577.dgn DRAWING IS Our commitment t.clear FERRIC PUMPS PLc#. 4°PAUI`NP Z REPLACEMENT j APPD:JDD SCALE:NTS FULL SCALE. LL REV# DATE er APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ZS, 6893 I EXP,06-30-181 PANEL CP-11240 FIELD 480V PANEL LP-11235 A 710G6801 CIRCUIT XX r -1 , I L 120 VAC NT �_+ T1-0 __ _� I I I 480V L2 I T2 I L2 A 750G6801 3 PH 1 II--T - - r- - L3 L3 OPEN I , IM- I T-O� ■ 750G6801C1 1750G6801C2 S■- ■ • It. • "OPEN" .,- I PLC: 6 SLOT:XX RACK:3 POINT:XX • CLOSD ` 750G6801C3 O CLOSED" r -J f PLC: 6 SLOT:XX L O/R R RACK:3 POINT:XX REMOTEI XOO Ir 750G6801C4 O REMOTE" • • COMMON PLC: 6 SLOT:XX I ■ OPENED RACK:3 POINT:XX I ■ CLOSED L J I OOX I • • R G ♦ ♦ ♦ • OPEN ■ COM. • o ■ IN OPEN CLOSE L • o * ■ CLOSE ■ L_4r J 75066801 C5--. �1__--75066801 C6 Y •CP-11240 „,-----7-1-750G6801C7 i I 1 "OPEN" PLC: 6 SLOT:XX RACK:3 POINT:XX "CLOSE" PLC: 6 SLOT: XX RACK:3 POINT:XX L J 5- 5- N 0 N TAG LOOP DESCRIPTION PLC PANEL POWER PANEL NOTES di 750G6801 SLUDGE CAKE CONVEYOR 7 GATE SILO 1 CP-11240 LP-11235 2 750G6802 SLUDGE CAKE CONVEYOR 8 GATE SILO 2 CP-11240 LP-11235 F I- O a co 0 w e v !LI tri o O a. a c rn 11 r- N- to co 01 � q�D P F,c.. ,k OFF co �S,11 C'MF ,,k '1? DRN: JB DATE:04/05/2018 OHIO SHEETTITLE: SHEET:26 OF: 65 DWG it 65653PE • 0 11.111111.11111111.11 INSTRUMENTATION&CONTROLS CLEAN WATER SERVICES Digital Signature DURHAM AWWTF oA°E_ APR 2018 OREGON USN: JN DwGa:008-I-603 THIS BAR IS 0112111! TYPICAL WIRING 008-1-603 °0,/,,4u,„„ 4,,e 2 THE: OW CAD PILE N. ONE INCH WHENW SCIVl DEWATERING CENTRIFUGES OPEN/CLOSE GATES &VALVES P`D" "` P z 008-1.603_698577.dgn DRAWING IS Our commitmsut is clearopAu1.`N APPD: SCALE: FULL SCALE. REPLACEMENT JDD NTS REVS DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 NO LCS PR, 6893 LL I EXP.06-30.181 PANEL 750LCP3501 L 120VAC N CBS TB-R1S6 TB-R1S6 A 750SV4801 ..--� FU12 12A 750SV4801P1 750SV4801P2 N DCF HOT WATER SOLENOID til., II PLC: 6 SLOT: 16 RACK: 1 POINT: 12 C- a N N TAG LOOP DESCRIPTION PLC PANEL w 750SV4801 DEWATERING CENTRIFUGE SLUDGE HOT WATER SOLENOID 750LCP3501 2 H }- 2 O d v v w H F aO c m -R Ns. n co W ��Fo PRP-- WI eoFc f NI V�4NOnse, r, N o- 9 T 55653PE i-' ORIG SHEET TITLE SHEET:27 OE: 65 DWG k: — DEN: JB DATE, oarosizols CLEAN WATER SERVICES OREGON m INSTRUMENTATION&CONTROLS Digital Signature THIS BAR IS DURHAM AWWTFPL°T APR 2018 CilDSN: JN DWG n:oos-I-szz CleanW r Ch•/,. TYPICAL WIRING =E� 008-I-622 °°a�`°"^ '" t5o� CAD FII.Ea: ONE INCH WHEN z CHK: DW 008-I-622_698577.dgn DRAWING IS Our commitment is clear DEWATERING CENTRIFUGES POWERED OUTPUTS PLC#: 48 PAULO' W REPLACEMENT CWG J APED:JDD SCALE:NTS FULL SCALE. REV,R DATE By APSE DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRa*, 6893 I EXP.06-30-18� LL DURHAM WWTP FIELD CP-11240 M Mr— T r-- —CONDUIT 750FEXXXX ' /- 750FITXXXX S-750FITXXXX W 750FITXXXXSI+ W L. Il / Al A2 � lrt-'- Al:RxxSxxPxx+ t _— BK 750FITXXXX51- O BK I / 750FITXXXXPV ED _J �SH— S _ PLC: 6 SLOT: X _ Al:Rm(SxxPxx- RACK: 3 POINT: X _ —SH� MANUFACTURER- G N L + SCALE: 0-300 SUPPLIED CABLE, GPM IF REMOTE MOUNT LOCAL / DISCONNECT SWITCH J 750FITXXXX-DIS PANELBOARD 11PP10001 —CONDUIT SP-750FITXXXX 15A 750FITXXXXP1 ^ L ^O 750FITX)00XP2 N 120VAC CKT# V G C- a N O N TAG LOOP DESCRIPTION PLC PANEL PANELBOARD NOTES ' Oi Li 750FIT5801 DEWATERING CENTRIFUGE GRINDER POLYMER FLOW CP-11240 11PP10001 2 750FIT5802 DEWATERING CENTRIFUGE 4 STATIC MIXER POLYMER FLOW CP-11240 11PP10001 I 1 750FIT5803 DEWATERING CENTRIFUGE 4 INLET POLYMER FLOW CP-11240 11PP10001 ( O 750FIT5804 DEWATERING CENTRIFUGE 5 STATIC MIXER POLYMER FLOW CP-11240 11PP10001 a 750FIT5805 DEWATERING CENTRIFUGE 5 INLET POLYMER FLOW CP-11240 11PP10001 11FIT10052 DEWATERING CENTRIFUGE SLUDGE FLOW 11LCP00503 11PP10001 RELOCATED EXISTING METER co N V W 1- a a O I- O 2 c rn a in co co ,cFE9 PR°FS CJI ,,,,4'1'' t-i1NtER � '17 'a. 656535EE 9, Zro E, TITLE: SHEET:28 OF: 65j DWG k: ORM ,fg DAre: 04/05/2018 Digital Signature ro INSTRUMENTATION&CONTROLS St Xa 0 CLEAN WATER SERVICESOREGON DON: JN Dos 1/,008-1-703 THIS BAR IS DURHAM AWWTF 0500: APR 2018 % 9Hogx.,.,e1e 0.. w GleanWater Services c112/14/V TYPICAL WIRING-ANALOG 008-1-703 ti9'C' p<4 CAD FILE ONE INCH WHEN DEWATERING CENTRIFUGES ELECTROMAGNETIC PLC k: C'PAU` Q CHK: DW 008-I-703_698577.dgn DRAWING IS Our commitment ie clear W FULL SCALE. REPLACEMENT FLOW METERS DWS 6893 I EXP.05-30-181 J APED:JDD SCALE:NTS REV x DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ n: tLL O SOLIDS PROCESSING BUILDING v3/4'FERC 1"HW I' Ir,l FOR CONTINUATION FOR LINE 4 I{ I ' SEE DRAWING SEE THI. SHEET ,I I , ' 750-M-515 I r_i4 i 4r`:rt257yP ;d 510P6 � .. 11 �i /P"£J 3/4"FERC �1'HW ex?STING WALL . �I j t 1111 c`PR.3LJTJ -- Ez.4.3z3r'Trr> �%1 ` t ! 4 �w� 1 1wP�r �exrs7rvG. roomy° teraKVEL s I I i i FLL49RCP�tYN I lI II i`P,i ,{ ft43.3S 2 E t �. / 1 ! I , - FXl-5'T',Y,€;OL'.-007- p 1 INSTALL SALVAGED -` ¢..rr„__ ,' ~,,,.. Y -•r,,,l �A"yE,Gl&I,E© 1 .- FLOWMETER FIT,FIT10052 1 EXPANSION TE7txx � 1 t�DIGESTER CDNTk'DG 52,1,5 d"05L I qi ,c40,w 4. I , 1 C` TYPEf C1,SEE IP • a r --- — 1 1, ? l - tV-7./.4 ON SH 902 -., 1 3=d' 2=6` b=D« ' 4 Q+ r I ik'�1`,I I �� I„I , �V ,, .3„,.,,,,,,,,, .,411, 40” s, FOR EACH PIPE ` 11 flLLEk' �'j. ` I { € ""�-"' '� � I "++'.TO/NTAT PANStON 4" 1' t Sf�FT{K/ES CJ4 UER / / � t/�3E1/O EI I L7F 01�r'STE37 / '� t iii) c 1 i LSl{D I I ` CoNTfr'OL ,�f'oali--''l 4' R ( e S"KEEN ' fil II .. _ i I Gd/sld{1+ k-L..r.w.7 • r .,- f i 1 1 m /44765 ______77,-------ip , sLa/,lE= • -..... 1 , . , ::. . • «EE 6 1 ' Ii *" S ETL4YCl I ti ' ' ' wrsL .f v A o wwwit .5';-0"; S,-0' 11\'2;.' v / t ir- r'PW "J .5/_,:';.5>'' '\I l dX18 IA' 1,1 I i I ,�..---r- DIGESTER CONTROL ROOM j I✓ fXPk! Z I SECTIONAL PLAN NTS I ' I . 1 I ' I ' ,....----elP�2 sc,,/rs i # 1 _ __. ...._..._..... EXST 6"DCF i 7 l III, lr € EXST PIPE o_ 19 j I I1 11 SUPPORT, 50F 50S EDGE OF WALL I 11 REUSE TYP REPLACE VICTAULIC �`� co Ico 1 4801 4801 (TRANSITION w I f5 O ' E I : ^-"-"-IZ`D it AT EXST PIPE COUPLING WITH [ ,^� REMOVE SUPPORTS,TYP �� `� VICTAULIC FLANGE POINT BETWEEN l; € SADDLE TAP THE HEXAGONAL 2 I (T/P) I_. SECTION (155°1) 1"V208 NOTE 3 ROOM TO THE mo_ :, EXST OF EXST PIPE 1"HW PIPE GALLERY) DIP HOPE AND PROVIDE PIPE 15595 © 1"V600 Ja I I '<_ '�— —� NEW 6"HOPE : SUPPORT, CHEMICAL 1"V300 6"x4"RDCR, - I 1 n ' EXST DIP A PIPE,NOTE 4 TYP OF 2 3/4"FERC INJECTOR " TYP OF 2 — EXST PLUG • ‘'DSL--`"'~ i �- 112"I 20"-I 40'. VALVE co 1 _ �1■i'.'� 101 IiI ,, I 6"HDPE 1"V300 3/4"V330 6"V405 4"DCF 21k TO SAMPLE SINK ELASTOMER BELLOWS NOTE 1OTE 2 1 LINE DRAIN a , ' VICTAULIC FLANGE Y 15181/ O - 20'-0' 1 2'-9" _I 2'-3" VALVE a I .. 1i .. :... .... ...._ .... ...HOPE _..... ....CUT AND GROOVE t MATCH LINE -0L' .1 EXST PIPE FOR 10' " : 10'-0" -L.__ _...6'E" 10'-0" 4'-7" TAULIC JOINT NEW I SEE THIS SHEET I.I. II ...1 REMOVE SECTION 12"FLANGED c "— OF EXST PIPE SPOOL PIECE, 15598) of NOTES: FOR FUTURE PIPE SUPPORT r` DENSITY METER ANCHOR),TYP N' O- SECTIONAL PLAN 1. 6"TEE WITH BLIND FLANGE TAPPED FOR 3. INSTALL SALVAGED TRANSMITTER 11FIT10052. O SECTION OF 2 rn 1"HW CONNECTION. ml NTS 4. 6"FLANGED HDPE(DIPS)DR 13.5. NTS ED PROF Lc> 2. INSTALL SALVAGED FLOWMETER 11 FE10052. �S��P�i fv COs ORIG SHEET TIRE: SHEET:30 01: 65 Q' S4903P'e l DRN: CJB DATE: 04/04/2018 MOJA Digital Signature immeimi CLEAN WATER SERVICES PROCESS MECHANICAL s aTM OREGON DHS: BWR Dwca:740-M-135 THIS BAR IS ,�v��a� DURHAM AWWTF PLOT APR 2018 CHK. TLB CAD FILE n. ONE INCH WHEN - - - II I . rviceS 0112/ M: DEWATERING CENTRIFUGES DIGESTER COMPLEX 1 DATE.. 740-M-135 ager W9 Rti�r'PO z 740-M-135 698577.dgn DRAWING IS Our commitment I.clear PIPE GALLERY PLAN JAPPD:JDD SCALE:3/B"=r-0" FULL SCALE. REPLACEMENT I 52/31/2018 LL REV A DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 AND SECTION PR,y, 6893 II SOLIDS PROCESSING BUILDING MATCH LINrE SEE THIS SHEET I t:.>4ZQa �` e,�,iz78 t s �E- �e'o E 1 .XfST/NG WALL '" llill iii ,.., ='f R 34J7-Z' ILL) 1 „ ,,AZ_43P3t`TYJ) 1 '- --_- ,s: ar-•---_-�-� .. 1 f 1EAVY 1 I � 'fex/szrnO Focranc �?�wha�"�ssP- 41 ai _ ii >. .._._ - ,47WWCAVAN-, jJIjI IP4750SV4801 ,f-,4 143,311 $ OCf,!_ 9„f ED I , it.17/GE5P6R 1 t x +..eXP.aNSION TC/ r i vON7,9 32/4 S iisigi Aok 9!t dis, TYPE L G✓,3 EE I_< E I 5�4- Z=6' �.:4' :,�� 11FE10052 > j �_ !�'`Td/L ON S/!902 # s....r. .r ism¢ Y 11FIT10052 ,. !I {/4 R 31 WI. ash FOR eACH PIPe F 1. r ( ' o f , i lFO/fEST�P fc / Jill GGNY"GL ✓Jl ! GG fflTp I e I I d/ 54 I eee. ' 1 4 ° EL /4D65 } II' g,' '''' .....ca,,,,,,e Y,,aere 7- I Ili .- i ' , rue me-. e I} s }} ....9";e4:5- A ,:e'X1,2",'.5f' 1 C I= .6-z ,PL r Peal” <<""P/v--Y ,;;;;.1.PR.5(.../73 II ' I , Nim I } DIGESTER CONTROL ROOM 1 1,e . --'i -- ' (—! SECTIONAL PLAN 1NTS I I } I wI res-r a ,. > I Ii 6:3). 4.- - Ili v_ v oI { + d MATCH LINE 1 ' ' SEE THIS SHEET I ' it C;)-4- SECTIONAL PLAN �1 NTS PROfe, LUCSB DRORTF04/04/2018: SHEET TITLE: SHEET:31 OF: 65 DWOT. Di tal Si tLlt N. ® CLEAN WATER SERVICES ELECTRICAL s�OREGON DSS: RH CAD DWGu:740-E-135 THIN BAR H a�nW� SeNices DURHAM AWWTF DIGESTER COMPLEX 1 °ATE APR 2018 740-E-135 ^Pk." .,'1., w 740FILE-E-1: ONE INCH WHEN �1 L/��i DEWATERING CENTRIFUGES PLEA Q cHl(: MSMs' P 740-E-135_698577.dgn DRAWING IS Ouroommitmeatf�olear PIPE GALLERY W FULL SCALE. REPLACEMENT Dw EXP.DB-30-19 _I APPD:Jpp SCALE.3/8'.1-0" REYA` DATE SY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 SECTION PLANS PRjn 6893 LL DEMOLISH POL PIPING FROM METERING PUMP 7, SEE DEMOLISH 2"POL, PROTECT FOR O PROTECT FOR 750-D-142 AND TIE IN WITH 3"POL TIE IN WITH 3"POL 750-M-143 r x �' « '- .•-_ e` < 0 <`. i ,.! DEMOLISH POL PIPING ' ,,..P w sa < 'j TO POLYMER MANIFOLD, ♦le s ' s �♦lj�> 3, DEMOLISH NPW PIPING „,,, "*�- . i EE ' ':'; 40('3' ' �♦,$ '=ac" EACK TO VALVE,PROVIDE • 1 _ ft • BUND FLANGE.CUT AND CAPSEALWATERSUPPLY DOWNSTREAM OF , ,:.ISOLATION VALVE, . ' d ►.3 ,re a♦+ . Je rz. t S. -�!p i DEMOLISH SEAL WATER ''�'�� 11 41 �r" ♦♦ - STATION DEMOLISH < _ `;?yj:�"1 ,,, yam' f. i l !►,'. '�� SOLEKNOID VALVE WIRING #` r?, �♦4 ', - 1&..- 44.6 ;. S !,! ...:4$4,0,;;;421: a,♦♦ ..� ?®♦Q CAP CONDUOITRCE AND -'" �~ „m ''',3` `ffl '' ♦e! '; j *':: \ r ' sa 444 ♦��; t e♦t ,33, ':i ♦t� ,F< ♦ ♦ 4 ♦e♦ ♦esf r 's` } fit"♦ee+ �b ,a `: ''-`..t.. '..,"t( , -44 4 ¢ • L. t . %r Ate ` fi+ .1:.1;*.*•.417 4s ♦�11* �f�is> i .44,'". „,,,-k-, ..s.„ . e♦<, ea ', ♦eee♦♦eiei0�♦w��i. ' I < .. �� ; 1�"i' . ♦t�� eee•®ix;�i:".,.+fie♦�e�' ;-:',!1"1 -; ', •.�� + eee� 4 a��:4e� r♦ ;R-,„, '�♦� �4*�...�e��0��.-1'..----**--, i� �,►8�7eeeecceee♦�� "t: ♦e ♦�e�ee♦ X404, �e • '.4...40,14.,.... +f ,,,, ♦� ♦weft#�A <leflew� a,rer, eeAel 1. . 4 4e6<, ♦ ''4♦ ► ♦ ct ':: ♦ 0 ♦. u♦Je _�♦e♦♦ee.a ♦♦ ecce♦ i. ,,, ♦♦ !..4,4,4)Aill °: a♦� �►`f♦e�° , . �e♦� 4. .e `ve44.4.`)e�2 4.4.•e• '«,,*ee eee►eee�e•, , Oe1 aa..;1444-.41.0.....,.„ eee4 ♦v �4 e�*e . .. ..,,,_,,-.4.„1„;,..,,,,,,,..._ �ee1."#t♦� eev -' ♦e ♦♦e♦♦` €I �e"i ♦ r♦4r� JLr #VrPROTECT FOR DEMOLISH POLSALVAGE POLYMER TIE IN WITH 3 POL PIPINGREMOVE CONDUCTORS, ♦ AND RACEWAYS BACK eee♦e �r�e� s te♦� ��e 'e eee♦e♦e♦ee .,Ae #►♦®ee♦eee :' jj13 � • TO LOCAL DISCONNECT wd SWITCH AND LOCAL '+i'lr°ee ~♦ CONTROL PANEL ♦♦e♦e�ee��<e♦s,�♦��,,.�� ....e �� I � see• *e eeee♦eeeeeeeev°�eeeeee. gas . ♦ eeeee♦eeeee eeeeeeA �► gee• �,. ,♦eee0• `+0 ee eeeee♦eee♦• ...eeee♦ s �♦eee �ee...� ♦e000 •�� d♦eeOepOeeeeeeeOpeeeeeeeeeeeee• . . e♦e�� ♦e. •Ag�Peei °®e0eeieieiOdieeee0e•• ° 3 9 ,♦ ®t +�%e�e�� _ 4,.. . eee.4A. ee®eeeee e®e®e®eeeee�i� ;. ,. >®s ♦st eiee a Oieee ♦ee♦eea.i> .r�,♦iii s� ese� +�.ee�i ��:�i +�e ♦�►eie�� 00e♦♦*• +eee ``= '-4,•,..* �ew.a r s♦e00i �4iee0e®♦�'e40er•eee°♦® ee..eye , .3,. -';.",44.`,.0.- r ,t ♦� �Ale� �e�♦ P e♦e♦� ♦ .4 04 ♦e'.•474- •474,0:4.4x.474♦'.r' IraT 4.4444,tilt a r, . �.�.�e� ��e��,,,,.-$♦4ee,♦,t4 e�a�..�pa N k sem+., i- .:J :..eeee *,31P I.e e.. eeeeaa0. aaa a ,,��"Y..i�Ie'�„p,. di u i ' c < seepee.� i•.♦e�.... e®e.ae�,�*: Y,®ey♦W°"�",`' DEMOLISH CONCRETE EQUIPMENT Si xfi �= t ie�eeeeeeaeeeAee*" I + PAD AND CONCRETE CURB I T,•. 3 . a a ,�eeeeeeee4.. ••#,....48`.4'.' ••e.♦® F 3 I ' I . .e!e�e�e�e..... � e* ,-r>1t4u,_, • Iso -601 a PROTECT FOR CAP EXST 3”POL TIE IN WITH 3"POL PIPE w 0 N Q O PHOTO DETAIL - POLYMER MANIFOLD DEMOLITION PHOTO DETAIL - POLYMER METERING PUMP 7 DEMOLITION Q 0 J ... 750-D-142 750-D-142 c m 1- N coun il NTS m of VS`'CREDP,,,c. oy NTS N -' 54903PE l 0 ORIG. CLEAN WATER SERVICES sNEErnne sNeEr:36 De 65 Dwcx oaEcon DRN: CJB DATE: 04/04/2018 PROCESS MECHANICAL Digital Sxgnahrre P- DON; BWR Dwca:750 D-501 pA°E: APR 2018 6'''''1'$)-2.. ,�r3 0 w THIS BAR ISEN DURHAM AW SOLIDS BUILDING 750-D-501 PF>? ,- g CADFILEN: ONE INCH WHEN o DEWATERING CENTRIFUGES PLC■: w.Re ,- w cnK: TLB 750-D-501 698577.dgn DRAWING IS Z _ =n�+�•n�+■��a= DEMOLITION DETAILS i APPD:ADD SCALE:NTS FULL SCALE. REPLACEMENT I 12l3U2018 I LL - REVS DATE AT APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ 0: 6893 SAW-CUT AND CHIP TO REMOVE EXISTING CONCRETE TO BE FINISH SLAB OR WALL UNDER REMOVED REMOVED,USE CARE NOT TO ALUMINUM 4L BOLT DAMAGE EXISTING ADJACENT CONCRETE TO MATCH EXISTING ADJACENT 3 1/2"MAX I 1 1/2"MIN CONCRETE SURFACES TO REMAIN NOMINAL BEAM ROWS OF LENGTH CONCRETE FINISH,REPAIR ROUGH OR 1'-2" DAMAGED SURFACES AS NOTED EXISTING CONCRETE DEPTH,INCHES BOLTS OF ANGLE 1 1/2"MIN AT PAD TO REMAIN COPED BEAM i EQUIPMENT �- ��"IV \ 10 3 7 1/2" FLANGE SUPPORT LEG 7" PL 3/8"x10"x1'-2", ��, _ CENTER ON EQUIPMENT `;.:.:-:-'-:::-:-:• SAW CUTSTRAIGHT * ' EQUIPMENT ATTACHMENT -- J(11 SUPPORT LEG EXISTING 1 LINE AS INDICATED 7-8-9 2 5" . 117 1� CONCRETE • .♦�1,t, ♦�♦�... ON PLAN - -- ; �_ 1/4 \ (3)-5/8"SST BOLTS,TYP SLAB ►' ♦♦♦,�♦♦♦. t, NOTES: ) — 'aiiiil�� 1/4 W12 BEAM 6,:�� 44. . . . .4.4 1. NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS TO ENCLOSED WEB. — A325N BOLTS W/ O a"' -- o.o:o.'.; o.?!-O M3 -3/4"DIA HOLES 2 -- SHORT SLOTTED TO MATCH EQUIPMENT 2. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULE �` SH 0H HOLES IN SUPPORT LEG LAYOUT CORE DRILL 2"DIAMETER HOLE,1 1/2"DEEP,AND CHIP AND UNLESS DETAILED OTHERWISE ON FRAMING PLANS. 4 BEAM,TYP UON GRIND TO REMOVE EXISTING REINFORCEMENT AND EQUIPMENT 3. WHERE EXISTING BEAM CONNECTION ON OPPOSITE SIDE, 3/8"SHEAR PLATE 5 16; 9 ANCHORS TO 1 1/2"MIN BELOW TOP OF EXISTING CONCRETE TO ADJUST BOLT SPACING TO MATCH EXISTING. FIELD VERIFY .A,�1 NOTES: REMAIN,CLEAN AND SOAK,AND PATCH WITH REPAIR MATERIAL AND COORDINATE WITH FABRICATOR. REPLACE BOLTS. STEEL BEAM OR IMI 1/2" CHANNEL 1 \ALL 1/4 1I 1. REMOVE CONCRETE OUT TO SOUND CONCRETE. z a SIDES 1/4 a w 2 1/2" VARIES MIN 1 2. IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR WALL TO REMAIN IS O FC i ^� e v O Q NOTE 3 STIFFENER PL 318"x3" BEAM CONN SIM REQUIRED,MAKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER EDGES. '©OD LL x FULL HEIGHT,CENTER W/FULL 3. REPAIR DEFECTIVE AREA WITH SIKATOP 122 PLUS PREPACKAGED REPAIR MATERIAL /W 1 -- ----- --- I C - - I NOMINAL BEAM ROWS OF BOLT DIA, LENGTH OF ON EQUIPMENT SUPPORT LEG HEIGHT TO MATCH APPEARANCE OF ADJACENT CONCRETE SURFACES. FOLLOW MANUFACTURER'S - ~O M �--"1'--: 11 DEPTH,INCHES BOLTS INCHES SHEAR PLATE SHEAR PLATE WRITTEN RECOMMENDATIONS. w z „,�{. - -.�Ef I. v ON; 16 4 3/4” 111/2" W12 BEAM 4. USE BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING REPAIR C.' MATERIAL. BONDING AGENT SHALL BE COMPATIBLE WITH REPAIR MATERIAL. N z 12-15 3 3/4" 8 1!2" w---- �i =i mi i 8-10 2 3/4" 5 1/2" 5. DEMONSTRATE METHODS FOR REPAIR USING ACTUAL MATERIALS,METHODS,AND CURING �,.> AL_)L4x4x5/16" �YY PROCEDURES REQUIRED BY MATERIAL MANUFACTURERS. CONSULT WITH BONDING AGENT w uz — Ii �a L` ��;:I I' /� NOTES: EQUIPMENT ANCHORAGE MANUFACTURER AND REPAIR MATERIAL MANUFACTURER ON TECHNIQUES. - ci -�J OCONCRETE DEMOLITION ;; 1. THIS DETAIL APPLIES ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS. 11/2"=1'-0" 3/4"DIA SST BOLTS I I'---, NTS AS SPECD,TYP 2. (•)DIMENSION SHALL BE 3"UNLESS OTHERWISE REQUIRED FOR PROPER 750-S-141 750-D-141 10" FABRICATION. CL EQUIPMENT SUPPORT 11/2" O BEAM CONNECTION -ALUMINUM 6 BEAM CONNECTION - STEEL TYP O 1 112"AL BASE PLATE NTS NTS 1" W12 BEAM i 750-S-141 TYP II N a 750-S-141 PL 3/4"x READ o - :3/16 I I I 5/16 \ NOTE: • 6 CL EQUIPMENT I I 5/16 F LOCATE EXISTING SLAB 1BEAM CONN SUPPORT o I REINFORCING PRIOR TO (4)-1/2"SST ADHESIVE SIM W/FULL FABRICATION. MODIFY ANCHORS W/6"EMBED, HEIGHT SHEAR -- — I I BASEPLATE AS REQUIRED SEE NOTE PLATE �,� I I PL 3/8" TO AVOID ANCHOR CONFLICT PLAN J —� WITH REINFORCING. W12 BEAM in 1"MIN I v TYP _ 0 _i__o� _ ~-PL 3/4"x8"x2'-0" NON-SHRINK -_ GROUT i BEAM COLUMN _ ANCHORS4"ADHESIVE [(�� W/6" EXST SLAB 3 1/2"ANCHOR El • ~g I EMBED _„_1 ,......_____t.„_ BOLT PROJECTION ,___ CC_�r _999-_ (3)-3/4"HOLES TO 3" ' 11 \-TOP PLATE 5/8x6x10 MATCHSUPPORT LEIP ENT G 1111 II II W/(4)-5/8"BOLTS @ 8" LAYOUT II II II II TYP EDGE OF EXISTING CL EQUIPMENT PLAN II II II II OPENING SUPPORT u IN 1.III STIFFENER PL 3/8"x3" 6" 1'-0" x FULL HEIGHT,EA SIDE W12 BEAM SPACER PL 3/8x3x3 W/(1)-5/8"BOLT, 4"DIA STD WT ALL 1/4 \ `�� a TACK WELD TO BRACE `�� PIPE COLUMN SIDES 1/4 I u e T.Aim W12BEAML31/2x31/2x3/8BRACING 5/16 \3/8"GUSSET PLATE CTRD5116 5/16/ TMCOLUMN BASE CONNECTION - ALUMINU11 M * ON COLUMN W/(2)-5/8" 2"+/-NON-SHRINK2"+1-NON-SHRINK o O2=1'-0" EG,BOLTYPRD ON ANGLE GROUTGROUT 750-S-t41 TYP •' a .4 1/4 ,� V BOTTOM PLATE 5/8x5x10 1=1111111T.O.EXST CONC T.O.EXST CONC F. 6" GRATING 3" ' W/(2)-3/4"SST CONCRETE II II 11 II 11'11 11'11 1111 11 Il I ANCHORS W/LEVELING III PL 3/4"x12"x15" �� 1111 I 11, IMI 1111 I 1111 I TYP • TMP_ V NUTS @ 7"GA,7"EMBED, 1 1 I I kit I I 1111 I I I ilitilliI�I�� 11111111ii 1/4 " SEE NOTE 2 1 1u I ; (a)-314"ADHESIVE Iii I lu lu N j1 1 114 2 P, 1 112"NON-SHRINK GROUT ANCHORSm BEAM CONN v FIELD VE EL TYP '('Z I TYP 1 4"P-1dr' FIELD VERIFYdi LU 11IEE: mily,,,_____ i� _ v�F ...a .o ..r. o-:" 4" 2"TYP TYa (4)-314"BOLTS AT 3 1/2"GA s 7 BEAM NOTES: •' ALL SIDES Q _ - ELEVATION .., R ... 1. HOT-DIP GALV STEEL ACCESS PLATFORM,SUPPORTS AND CONNECTIONS a 19 BEAM AFTER FABRICATION. 3/16 r I 1" AL PL 1/2"x7"x12" 2. LOCATE EXISTING SLAB REINFORCING PRIOR TO FABRICATION. MODIFY TYP BASEPLATE AS REQUIRED TO AVOID ANCHOR CONFLICT WITH REINFORCING. BEAM/EQUIPMENT ANCHORAGE z 6 COLUMNcm 750 141 h. BEAM/COLUMN CONNECTION - ALUMINUM STEEL FRAME BEAM/CONCRETE CONNECTION 1 1/2"=1'-0" co 11/2"=1'-0" O NTS 11/2"=1'-0" cp to %,4()PROfF1 750-S-141 750-5-141 750-S-141 ss -rn DON: KM tR1G 04/04/2018 SHEET TITLE: SHEET:38 OF: 65 DWG et. Digital Signature pDATE: ammum }• CLEAN WATER SERVICES STRUCTURAL • Out KM Imo it:750-S-501 '�\`(, °E, APR 2018 '. ' .,°fes" " ry THIS BAR IS DURHAM AWWTF F ^r," ' W Clean Cr $eivices ch?4�� DEWATERING CENTRIFUGES SOLIDS BUILDING PLC P: — 750-S-501 44 5'�� 2 CAD FILE p: ONE INCH WHENRpN 4CRK: LAS 750-S-501 698577.dgn DRAWING IS Our commitment to clear DETAILS w REPLACEMENT cws -„1 APED:JDD SCALE:NTS FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ,,,B: 6893 I EXP.06-30-2018 I LL REV% DATE BY APVR9 i i I-a ZF 1/4" Z w il Milli lint SUPPORTING AL BEAM, I FOR SIZE i BEARING AND END -I,- BAR CONDITIONS, '-116•PL BONDED AT OPEN SEE PLAN GRATING :p,.e�a ENDED SUPPORTS,TYP i GS-2-TWO SIDED 0 GRATING GRATING PIPE 1/4"BAR TOE STOP 3/16 I 2-12 fOPNGI ALL AROUND OPENINGS, MANUFACTURER'S ` MINIMUM BOND TO GRATING STANDARD FRP `O a'h., le GRATING EMBED ANGLE,SIZE DEPTH BEARING BAR �/4" AL PL 114"x 2"x CONT 'a TO ACCOMMODATE GRATING GRATING DEPTH BEARING BAR Milli tilt 01-J SUPPORTING �1,,'1,I,V 1 EQUIPMENT POST OPENINGS AL BEAM, 2(, FOR SIZE i AND END i f Hi- CONDITIONS, 2 E SEE PLAN GS-2-ONE SIDED NOTES: 1. GRATING SPAN ,SEE PLAN. 6. PROVIDE GRATING FASTENERS AS SPECIFIED. 2. WIDTH OF GRATING SECTIONS SHALL NOT EXCEED 3'-0". 7. THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND GRATING SUPPORTS SHALL NOT BE LESS THAN 1/4"NOR GREATER THAN 1/2". 3. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. 8. ALL GRATING SECTIONS,WHEN IN PLACE,SHALL BE ANCHORED TO THEIR SUPPORTS. 4. UNLESS OTHERWISE NOTED ON PLANS,MINIMUM GRATING THICKNESS SHALL BE 9. PROVIDE MINIMUM 1"BEARING FOR ALL FIBERGLASS GRATING. AS TABULATED IN TABLE BELOW,EXCEPT MATCH THICKNESS OF EXISTING GRATING. 10. GRATING COLOR SHALL MATCH EXISITNG GRATING. SUBMIT SAMPLES FOR CLIENT APPROVAL. 5. DESIGN LL=100 PSF,UNLESS OTHERWISE NOTED. FOOT TRAFFIC MAXIMUM MINIMUM GRATING SPAN GRATING DEPTH TYPE <5'-6" 2" PULTRUDED OFIBERGLASS GRATING 1 O NTS 750-S-141 a TOE BOARD C/) '— (-„ EQUAL SPACES ........_§....S4____.1 @ 6'-0"MAX MAX PLAN 4L POST,TYP EDGE OF EQUIPMENT C- a ATTACH NEW RAILING 4 EXSTING GS-1 GRATING 6„ #4 12"ADHESIVE DOWEL 6„ TO EXISTING RAILING C° civ, RAILING I FOR CONTINUOUS SYSTEM POST BEYOND SUPPORT MIN @ MIN m #4@6" F I I, PER RAILING SYSTEM I 1'-1 U2 -alnlin Ar� OCS 0 FRP GRATING __`� z a ,� 1'-1 1/2" J MATCH DEPTH EXST EQUIPMENT PAD - OF EXISTING 7" --�------t—'---- Vt.—1,-.1 EMBED " ; . - #4@12" E p I I'I I II; N MI ' , __ 'f _0 T.O.GRATING • TOE BOARD, •TOP MOUNT ' r •' • T.O.BEAM I I w al ZT #4@12"ADHESIVE I r w r TYP PER SPECS ANCHORAGE DOWEL ALL SIDES u f ELEVATION a NOTES: 1. RAIL SPACING AND HEIGHT TO MATCH EXISTING. FIELD VERIFY. En O ALUMINUM RAILING EQUIPMENT PAD 11 NTS 12 1„=1-0” RFD PfiOfFs Et 750-S-141 750-M-142 �� e>N3 6Pe `r90, 1n DRN: KMB DRIG 04/04/2018 SHEET TITLE: SHEET:39 OF: 65 DWG C. Digital Signature ,r, 11111111111111111•1111°ATE: CLEAN WATER SERVICES STRUCTURAL DSN: KM DWG#:750-S-502 oniE APR 2018 6� a5 THIS BAR IS DURHAM AWWTF F "^�G�'' w CAD FILEp: ONE INCH WHEN II I .Services di SOLIDS BUILDING 750-S-502 44RON Soo CHK: IAS 750-S-502_698577.dgn DRAWING IS Oat Commitment is clear DEWATERING CENTRIFUGES DETAILS P`°" LI, FULL SCALE. REPLACEMENT GWS 6893 I EXP.W302018 J APPD:JDD SCALE NTS REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ a: LL TO CENTRIFUGE 4 FROM POLYMER ® INLET PIPE FEED PUMP 4 TO CENTRIFUGE 4 FROM POLYMER STATIC MIXER 3"POL TO � Q 0�FEED PUMP 5 --L-- STATIC MIXER • IN CEN DCF FOR CENTRIFUGE 5 O O C (NEW PIPE) • TIE INTO EXST TIE OL INTO EXST 11 • 3"POL TO FEED O Q 3"POL TO FEED ® INLET OF FROM POLYMER FROM POLYMER INLET OF �� 3'POL TO CENTRIFUGE 4 FEED PUMP 4 FEED PUMP 5 CENTRIFUGE 5 750FE/FIT I III STATIC MIXER ZZ 5803 CENTRIFUGE 5 IN SA DCF FOR f DISCR L NT �/ ��X CENTRIFUGE E _ _" g; I V gg DISCRETE FLD MNT �� ISTING PIPE S } 3"V630,TYP k ti t". ,ei. k:. ! . 5805 �/ �T ( ;k,' r— ..s :. 12 ExST VALVES DS �04'D MNT TY «" FM FM FLOWMETER.TYP 1 4 ,> < . . , tl � ( .. § Ik ® d 3"POL,TYP y 4 1 t �♦ �j� .�, ""'"^' � �r „�,�,,, .. v Z�' 20"SPACING t JAZ BETWEEN I `,+ � - ` ,°, � CENTERLINES °s a 3"V903,TYP ., r ? [ 20"SPACING BETWEEN � 4`mS�" tIA a' "� tTi .`. ksrr � TYP t - to ', „.T r ; 1 CENTERLINES : _ tiel. NZ,ti'''..: -1' ":"4.4074 - - 4, 4.4, tt , ....*,.: ,,, , ,, „0.4, , , A.„ 9 iti 1111 :10 _ ' .. ,- - Tri 1 7�50FE1 FIT ,,„.4 .4., 4 r 1"��,�" r. + 5601 ... 4,,, ,, . ....... , A 6,4 3, ' W 0411,0 ® TEE OR SERVICE SADDLE, // ,'r M�, i , '� " REPLACE EXISTING WITH 3/4"V30t,TERMINATE / 110\...,,,,.2_,! ti POLYMER MANIFOLD, WITH 314"MNPT,TYP OF 2 � � ,,,,, — � � �p 1 iik XCALLOUTS REFER •�� '��`:t� Tµ�„w �+� .�� OTO SAME PIPES '�� WN IN SHO '� A T�,g �' POLYMER MANIFOLD >- 0 DETAIL O � �� CONNECT TO CAP O ....,...,.a°'L >� r "' ®� 's. EXST 3"POL 1x'"' ! FLOOR PIPE w�"'"'� I „,r., - M Lo 117 C- + ” °- § i i n ��, EXST 3"POL TO o " .y__. .. ... SLUDGE GRINDER oJ tli La a CONNECT TO CAP EXISTING EXST 3"POL POL PIPE c of OPOLYMER METERING DETAIL POLYMER MANIFOLD DETAIL NTS ® NTS r 750-M-141 �E�PR✓fFsso9 5480}PE l DRN: CJB ZS IiIMINIMMOM ORIG 04/04/2018 -q?-c--1.-- . SHEET TITLE: SHEET:45 Of: 65 DWG x. DATE: CLEAN WATER SERVICES PROCESS MECHANICAL nr raRE3, Re,,.e GREG^n PLOT APR 2018 w'- DATE ,6!„ U(Y 9 Yf1 O co co DSN: BWR Dwcrt:750-M-501 THIS BAR IS c�__� DURHAM AWWTF w DAD FILE#: ONE INCH WHEN VVaterSe v1�� L.�/1 DEWATERING CENTRIFUGES SOLIDS BUILDING PLC 750—M-501 F>rW RE`P CHE: TLB POLYMER METERING Z 750-M-501_698577.dgn DRAWING IS OOTeomToitmentl�olur REPLACEMENT it DETAILS Dws 6893 I 1213112018 APPD:JDD scA E:NTS FULL SCALE. REV u DATE RV AP VR DESCRIPTION 2550 SW Hllisboro Hwy. Hillsboro,Oregon 97123-9379 PRJ a: ROTATE CENTERLINE INLET PIPE TO MATE "" ' r.__,_,.____ TO EXISTING DCF PIPING. .... RECONNECT EXISTING 750DC7705 ! `) z '' 1 • ,1 , r•' ,-„ , \ POLYMER HOSE CENTRIFUGE 5 •1 'I SUPPORT BEAMS, AND COLUMNS EXST CENTRIFUGE ,IUn�I SEE DWG 750-5-141. CONC PLATFORM 'rl �r��- TYP w. EXST GRATING,TYP -� hkokIH SCREW I €�( ^-�_NOTE 2• �� ,,, *y„ sM,, NVF CR NOTE 1 _ { �NOTE 3�; NOTE 4 - jI .. a 1 F Pd S 45v5 ! "" _ . _-*.r s: __.r r ..._.://t"�' ,,. ..__—__ C , , 9 ( i . t hl fIPEFOR3'V903, ;" I"t P- ----- + i ' TYP,TURVALVE iryFxST � FZJL; t HANDWHEEL TO ', w..,;..... CENTRATE - .._ ,„ `FW3�)I.E h, � E _--�. POINT TOWARDS S az � DISCHARGE ,, 'rs4 ! •. .g .�' .: ,. Ei 1Pt�_U9G' , ACCESS u� gguta zg1 .� i R CHUTE ,, %t _ , PLATFORM s aaatxst R &^a i � .. �� 1.x. �1 111:0441)111114141) ri t ... ...` "°"..:. t ! .,_ _... EXST AND STEEL.. ___... f :1r-‘4411,411-1111"111,-.",1 �> <�xsaz -.... .-.... ,.,,,.. .. u..... __ +' = ! EX BOLTING CHUTE /�.I"(- s" fr t 1 f to 9 !.€ f , -i SLUDGE CAKE TO UNDERSIDE OF I- 3"POL TO it; •y; ; eh;i*) a l .....__,__._. ......_.__...... .ilia_ _ ..;v, DISCHARGE CONC PLATFORM i POLYMER :,...-,,,•'-'1'', p ,. 12.t,:111 1f�. f ._.. I r` CHUTEAGING TANKS •� ✓ a, ) *) j 2zttls ^��sCEN„rA k Alv%c2 I .+ SUPPLYHEADER ,fit j 1 g „ D ,?x SCREW -�_j _ "fi )„ 19 E`J3E_2a \ a 4; A '. a CONVEYOR 3 ;: amaz t�f; i rift P ' }"..: �11M74503� iir3s"CE TAPIK-1 1 t: z)t t` ) "''a'" i MIXER. to Xc )#` �q i t r _3_ _.t_ TI IN TYP ST t g • \\- NOTES: 4 1a ' � .,'--`x`. 1. PROVIDE NEW SECTION OF DISCHARGE CHUTE TO t -z +"s"t` ADAPT BETWEEN DISCHARGE OF NEW CENTRIFUGE - u ?. AND EXISTING CHUTE.MATCH DRILLING ON CENTRIFUGE f FLEX CONNECTORS.NEW CHUTE SECTIONS TO BE € ';,` SECTION FABRICATED FROM 1/4-INCH THICK 316E STAINLESS )r O STEEL. ) . ..«,.. t A 1l4'=1'-0" 2. FLEX CONNECTORS PROVIDED BY CENTRIFUGE SUPPLIER. ro -11 750-M•141 3. REMOVE UPPER PORTION OF EXISTING CHUTE.ATTACH c s ' MOUNTING FLANGE TO TOP EDGE OF EXISTING CHUTE. A 4. PROVIDE 2 1/2”PIPE MNPT NOZZLE WELDED TO DISCHARGE CHUTE FOR SLUDGE CAKE SAMPLING PIPE INSERT.I OVINE 3"POL FROM c 2 1/2"FNPT PVC PIPE CAP.PROVIDE CAKE SAMPLING PIPE POLYMER � INSERT PER .TYPICAL FOR TWO CENTRIFUGES. FEED PUMP 4 rlt< gzzttz)u!!z O CUT EXST 3"POL ; .�. .,ji.-. PIPE FOR 3"V903 3"POL FROM `'`'�. SEE VALVES(2) POLYMER s` FEED PUMP 5 ,- ( ( 7s.„;.. � t ff, s - l :7:ii.._ It.„.. £� Ft. y�.jt1'.Pd Iw tr'f y 71�v9�Fse fl ._....--...,--..., C3-.--'1”' ,^ r ,� IMF ) € P43 -- s,s t9283i' ® `_ ,3" Nr'bi ;'g „N„pw,___,),..,...,___ , I1:rV92219 j,. - _ Ni - 1 FCV9201"�,11 F7T9290z) 1 1 FCV929z 8 11 FIT92903 j1 1 F:T9290k 1 CVS2941 1.5;2�0 L;_;;._ ./ CV9295 1 2° P01- I --- -- POLYMER AT -, ` I q 4i — TANKS SUPPLY a '` (-:i F'!?9290t11 4 t :t-r4 . __ ,1 II ;CV929. �' 1 {t 'i` .`s- r, _ ' ara .,=s.1s3s="zap $" m *'�._ .._.--_____ . .._.._ -vz was 'C'4 . —tt I s 1 - HEADER ,; * i - -z.-tn,��--k; .;z"�* ^. .fit r'{„2_ham l.. ,1 s€t • ` + tom ,! sa } '.. • m ! .....,. „ ,. ... w ) 64` :. J ..,�.a,....... 1......... .�.. .....t 1 _€._... i ',a;; _.. .31YP903 k zauxs: ...,, sifit P j i" F' I. \V ° POLYMEROM F i {;V;',1 \ '-i "e+."j `` { € 3"POL FROM 1750PCP5800 I 3"V903,TYP F- ♦�-, `"'"` �, �. ,_,_, .1 -s, 1"V320, :: BLEND UNIT 1 POLYMER BLEND UNIT I �� ri.i. E pt L`; .z �tE • TYP • { (BEHIND) IVx { Jt ' f>, RD- 750PCP5800 f x s «._.. / �, t t c TYP POLYMER (POLYMER BLEND UNIT TIE IN) { I , .... ,.. t�.( �L---�+; 3t"-.-'-z....--,,,,f1=-'141=----)� b--tf5t� / t' ...... ♦ . .. Cst ._c�,�. BLEND UNIT 1 LENGTH TO MATCH s k= ,w1 WIDTH DFGHUTE PHOTO DETAIL N �. .. _.. MINUS 6" a ._._.. _. .. ..>& _. . j 1_,__._ .... 6" NTS j 1 a ; �11F;i9[8 2i !�. 3 9c91 TsF`T9'�921i t. " 750FI5804 750FI5805 ?, 750-M-142 F `SST EYEBOLT 2"SCHED 40 PVC PIPE INSERT r O SECTION DETAIL FLANGE STOP r CS i14"=1'-0" C)4 NI 750-M-142 NTS o VSA'cO•,,„„`./O. 41791:6'13.1:2::r 5:3191'S.I'i;2''''; URIC SHEET TITLE: SHEET:46 OF: 65 DWG k; OEGory 0745/00.4m/2- CLEAN WATER SERVICES PLOT �=traature d DEN, C.,-IB DnTE: PROCESS MECHANICAL 8n C. APR 2018 DSN: BWR Dwcx:750-M-502 THIS BAR IS �v�� DURHAM AWWTF DATE: m w CAD FILE N: ONEISBARIS WHEN C1e211 f $�iviCes C1121111' SOLIDS BUILDING 750-M-502 9FrT s�P°Q CHK TL6 DEWATERING CENTRIFUGESZ 750-M-502_698577.dgn DRAWINGIS Oareommttmsntt•elear SECTIONSANDDETAILP`° EJ APPD:JDDSCA E NTS FULLSCALE. Revs DA E OR APSE DESCRIPTION 2550 SW Hillsboro Hwy. n 97123-9379REPLACEMENTCWS ( 12/ 018 PRJ p: 6893 3'POL FROM 3"POL FROM POLYMER POLYMER MANIFOLD MANIFOLD f ✓^- -..„ ib u a -n / PROVIDE VICTAULIC # T1:11.'_'. , L t9bE & E p s ' ��` , �}}�^ FLANGE ADAPTER411 .3 l'' .:,Z .""'"--- 4 \ '' '"" a 3 3, ' , 11.11111...11.1111.3111177.„ n: L� .1,,,,,;,,,,4,—; PROVIDE VICTAULIC hi' �,., FLANGE ADAPTER x >, a 9 _ J gZ • ( j Y 6 @ to yr"he�%` ' 4 '‘ t ti F ° <_ ,y, -. ,"`g ? 6 STATIC MIXER 3"V903 6"STATIC MIXER ' it,i.,, '''-:,..,11-,:e4r- ,-;-,,,,!PLgiivii,3-4'it-2-`$; 0, I-- j ,„ , „„ �'� z " CUT AND GROOVE 2j5,:„--,,7,-. :„4,-;,-14,..i%,,,- R, T„ EXST 6"DCF PIPE co ' = «" -. CUT AND GROOVE -' I AND PROVIDE T. _ 4`= EXST 6"DCF PIPE VICTAULIC FLANGE ~CO °`=F" AND PROVIDE ADAPTER.LOCATE p VICTAULIC FLANGE FLANGE MIN 6"AFF. a ADAPTER.LOCATE COORDINATE HEIGHT FLANGE MIN 6"AFF. WITH LENGTH OF COORDINATE HEIGHT STATIC MIXER WITH LENGTH OF 3"V903 INSTALL VERTICAL STATIC MIXER PIPE ADJACENT TO STATIC MIXER SO q THAT PIPE AND O `� VALVE DO NOT oTO THE UNDERSIDE C:)IPHOTO DETAIL OF THE PLATFORMOPHOTO DETAIL 'r3 PRacese NTS a 750-M-141 750-M-141 c m N- n co rn .,!•..-''' 54903?E r ORIG SHEET TITIG: SHEET:47 OF: 65 DOSS. Digital St (Stt!]'P d DR"' CJB DAre 04/04/2018 PROCESS MECHANICAL S/ R^ CLEAN WATER SERVICES aRze,„ I" SSD BWR DWG*750-M-503 once APR 2018 e 4, o coI THIS BAR IS DURHAM AWWTF 9''''r Ir9�@� W �eanWa6e ? � DEWATERING CENTRIFUGES SOLIDS BUILDING PL��_ 750—M-503 FT SSP CAO FILE c: ONE INCH WHEN a COD: TLB 750-M-503 698577.dgn DRAWING IS Our commitment iieleer POLYMER MIXER DETAILS vi. ' 201 o W REPLACEMENT cws I 1 HEED:JDD SCALE.e NTS FULL SCALE. 6893 z 3u2o1s LL REVS DATE By APVR DESCRIPTION 2550 SW HiII5bOf0 Hwy. Hillsboro,Oregon 97123-9379 PRJ N: FOR CONTINUATION SEE DRAWING 740-M-135 e'DSL ) / r NW ( 4'NPW ).--1 - 3-HMR i ROUTE 1"HW ANDwarm 12'OF -" 3,4"FERC THROUGH EXISTING WALL IMMO PENETRATIONS •(1 1� MAIM DOWN LOW 314"FERC_ - , I AiW0 O.lliZIN MM. \ilk '.. 1 kci—,_ > ..tkl�l! _"' . nI�l'ita•I R.-� J _F -1 = -j �(i y imeaLzip " f L i I i —�' 4 h°r4 —I 1 I E I I I I �r manna 1 i i-- ' 4 HW j a ffi JOI o_ __a_�._V—i-1---(0-0 II. ® ---yl CONNECT 1"NW TO EXISTING HW PIPING milmooniziry ((//''�� f _ IN THIS AREA , {�r[l .,ee-.. hnl `,: 1 -I NPW I,rJ 1{� >!'NPW SII. =.1� y(,'FERC (.12'0 )' VII* a3.Pa ' ��Ip'7F 12-DC171, ( 12'OF 1 A J _ Qr OFT MIXER 2 CONNECT 314"FERC TO (12'lH2•:N3 EXISTING FERC PIPING t 12'OF ) •- <13442-06>,DR 4 LEVEL SENSOR O II 1 NPW d 1 © tit,. 1 OFT MISER, 3.3.` IIIMMID K i ' 9"NPW ',, MECHANICAL DETAIL . s.' 5 36'e 36'NATO • O NTS M1.... 5,0444 .1 REMOVE VALVE t .'. AND CAP EXISTING BRANCH PIPE .:,..+ V••• ' I 2 a t N I FRA C I- 1- 2 0_ E. CONNECT 3/4"FERC TO EXISTING FERC O , PIPING N 4 Op V 0 1- '' `.' t 16.;,:. S o „ eeeeee, levee ROUTE 314"FERC DOWN 1,0 UPPER BASEMENT TO AND THROUGH EXISTING WALL PENETRATION KEY PLAN O PHOTO DETAIL co�I NTS �,0 PRO,FA, - 4' 54903111r DOW CJB DATE 04/04/2G18 - SHEET TIRE: SHEET:48 0F: 65 DWG#: Di Yat Signature DATE: 1.11 s CLEAN WATER SERVICES PROCESS MECHANICAL OREeON sn DAN: BWR DWG*.750-M-515 THIS BAR IS DURHAM AWWTF a„E: APR 2018 eq nrs A p w DEWATERING CENTRIFUGES SOLIDS BUILDING PLC 750-M-515 FTr SSP g CAD FILE#: ONE INCH WHEN W.RE G CHK: TLB 750-M-515 698577.dgn DRAWING IS Our commitment i�clear DETAIL Z REPLACEMENT "CWS 112131120,6 J APPO:JDD SCALE:NTS FULL SCALE. 6893 REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ P. L [MSC] [P2j NOTES: 11P96301-LCS 11P96301 ® ; e. 4 _ idi 1. ROUTE NEW WIRING IN EXISTING CONDUIT. WIRING NOTE 3 INCLUDES#72 CONDUCTORS FOR MOTOR SPACE HEATER. f [MSC] [t 1!2"C,5-(3#12C,t#120)TYPE 2]NOTE 8 2. EXISTING EQUIPMENT AND MOTOR TO BE REPLACED. DE-TERMINATE AND RE-TERMINATE EXISTING WIRING [P2j TJB 750LCP3501 TONEW MOTOR. 11LCP00503 PSH96301(EXST) 0 (EXST) \.... ® [PC1A] 0 11 PP10001 TYP OF 5 3. CONNECT RELOCATED TRANSMITTER TO EXISTING 11FIT10052 ] ® [C2] [CC12] NOTE 6 • 120V/240V POWER WIRING.EXTEND CONDUCTORS VIA NEW SPLICE IF REQUIRED. [Al] III [MSC] 750E11'5801, R U. 4, EACH FIT SHALL CONNECT TO AN FE VIA MANUFACTURER 750FIT5802, SUPPLIED CABLE(NOT SHOWN). 750LCP3501 750FIT5803, ® ® ® ® ® [MSC] [P2] 750FIT5804, 5. EQUIPMENT TO BE REWIRED FROM PLC-5 TO PLC-6.NEW ® 11P96302-LCS 750FIT5805, CP-11240 WIRING AND CONDUIT ARE INDICATED,BUT FIELD 11P96302 INVESTIGATION MAY SHOW THAT EXISTING WIRING CAN 11 FE10052 ® = ® NOTE 4,TYP ® BE EXTENDED TO PLC-6 WITHOUT ADDITIONAL FIELD [MSC] [Al] CONDUIT WORK. [C2] TYP OF 5 750SV4801 ® 0 6. EXISTING CONDUIT AND WIRING TO BE REUSED. IP TJB 750LCP3501 [A5] 7. EXISTING PANEL LOCATED IN SLUDGE LOADOUT MCC ROOM. PSH96302(EXST) 0 (EXST) \__.' ® ROOM IS NOT SHOWN ON PLANS,FIELD VERIFY LOCATION. [C2] [CC12] 8. REUSE EXPOSED CONDUIT FOR RELOCATED INSTRUMENT. NOTE 6 PROVIDE NEW CONDUIT FROM INSTRUMENT TO A LOCATION WHERE EXISTING CONDUIT CAN BE INTERCEPTED.PROVIDE NEW ANALOG WIRING AS SHOWN. CENTRIFUGE FEED FERRIC PUMPS POLYMER METERING 9. REUSE EXISTING WIRING BACK TO SOURCE. 10. PROVIDE QUANTITY OF#14 CONTROL CONDUCTORS AND TYPE 3 ANALOG SIGNAL CABLES AS REQUIRED PER APPROVED CENTRIFUGE SUBMITTAL WIRING DIAGRAMS. UTILIZE EXISTING CONDUITS.PROVIDE AS-BUILT MARKUPS FOR ACTUAL WIRING INSTALLED. CP-11240 CP-11240 ® ® [El]--...,,,, NOTE 10 [E1] NOTE 10 750LCP7704 AIR SYSTEM 750LCP7705 AIR SYSTEM [3#4/0,2#12,1#30],NOTE 1 [P2].--....z' NOTE 10 NOTE 10 [P2] NOTE 10 [3#4/0,2#12,1#30],NOTE 1 NOTE 10 750M7704 750M7705 (MAIN DRIVE) ® 750LEP7704 11MCC10001 (MAIN DRIVE} 750LEP7705 11MCC10002 750M7704A ® ® 750M7705A (BACK DRIVE) 61 41v (BACK DRIVE) / `[3"C,30400 KCMIL,1030],NOTE 1 J [3"C,30400 KCMIL,1030],NOTE 1 [301, 2#12,1#6GL NOTE 1 [301, 2012,1#6Gj,NOTE 1 2 CENTRIFUGE 4 CENTRIFUGE 5 o w Pz H O a SSL14503 SSL14504 o NOTE 2 NOTE 9 NOTE 9 750LCP5501 o ® co [PC4]-\ 11M14503 [PCI] 75006801 [CC12] ui LP-11235 /\ CP-11240 e [C2] [C2] (EXST) Q [El]----'6' 11M74504 227/480V ° 0 ® ® NOTE 7J [PCi] 750G6802 [CC12] 750LCP5800 [PC1j a POLYMER 11MCC10001 BLEND UNIT NOTE 2 5E14503 SE14504 r- n In co o VSop PROf ,o col CONVEYORS POLYMER BLENDING co L MOPS Digital6i lure W ORIG SHEET TITLE: SHEET:54 OF: B5 MG A: Uri DAN: CSB DATE, 04/04/2018 ® CLEAN WATER SERVICES ELECTRICAL PLOT APR 2018 in aSi Li h. osly: RH DWG u:750-E-630 THIS BAR IS rMaber Services 2A DURHAM AWWTF SOLIDS BUILDING DATE, 750-E-630 9`"Lys.H.- cnoFr-E:: ONE INCH WHEN DEWATERING CENTRIFUGES PLG*: """ 1 THE: MSM 750-E-630 698577.dgn DRAWING IS Oorcommitment iseleer CABLE BLOCK DIAGRAMS Z REPLACEMENT GWS J APPo:JD() SCALE:NTS FULL SCALE. 6893 EXP.08-30-19 REV DATE Co APVR DESCRIP HON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 RRJ x: LL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BLANK 2BL&2BR T3BL&3BR 4BL&4BR 5BL&5BR 7B 80 9BL&9BR 10B 11B 12M 13B 14A 15C '16BL&16BR 17BL&17BR 18BL&18BR 19BL&19BR 20BL&20BR 21BL&21BR 22BL&22BR F ( , (BLANK a (ATS) 14G (SPD) ` 1 CORNER _.'�'___.,__._._.._ „_..-.___.._.,.,.,.}- _ SECTION) __......__-__ _._-...._....,_.._. _.. _ _--.__ .. .. . .._........ ._..-.....r... „_ 1201&2DR 3D 14E I5EPPN 7E 9E 1OD .110 13D .160 17E 18E 19E 2001&2ODR 210 :22DL&22DR j 1M ) 14E 15E -� (BLANK) (BLANK) I (BLANK) 1 i I 22E f )2M i3M 110E 11F 13F METER) 16F 1 ? 20E (BLANK) 21F (BLANK) ( 4M _ t5M 7M __ 9M 110M (BLANK) 142 15M 172 182 L _._192 202 w....w 222 _..._.._.,...,. .....................) (BLANK) I e 11H 132 162 E 21M I f 8JL&8JR , (BLANK) (BLANK) 111 8M I # I 11M 1 I 1 1 11 MCC10001 ELEVATION 3/4"=1'-0" 11 Bleak 79 11M99861•MRF0111600 MAKE-17P AIR UNIT 12M 11A1010502-AUTOMATIC EPA:` 18BL SPARE BREAKER 7281 SPARE STARTER 3M 10Y31101-91F SLUDGE PUMP I 7E 11 M14509-CONVEYOR 3 CROSSOVER 133 11M11201.-DI6FSTEE10E06 TANK I MIXER 1.869 111CV12301-VFAD PINCH VALVE 2288 SPARE STARTER 241 11,1110101-GIINLEI CONIROL VALVE I ,01 11P11201-VEA DISCHARGE PUMP 1 130 11E92501-POLY RECIRCULAII ON PUMP I 180 BLANK 22DL 11912301-WASSIRIP TRANSFER PUMP1 2BR 11PCV10103-GT INLET CONTROL VALVE 3 8G 750LEP7704-DEW 0ENT4CONTRO1.PANEL III SPARE STARTER 18M 1199)903-FIRMER MIIERI PX PUMP:1 2208 SPARE BREAKER 201 11MI2101-ISP SLUDGE GRINDER 1 .. 13M BLANK 1381 SPARE BREAKER 22E BLANK :DR 11FCV40101-DC 4 SU Oa FEED iSO:ATIGN VA:VF 816 750PCP5800-POLYMER BLEND miff :1A BLANK 19BR 1.1FV97813-POI AGING TANK I SIFTVA:VF 22V 1192020 -0E73RAT_PUMP I 2M 11931101-DIGESTER FEED PUMP I 8M 145 SPARE BREAKER 19E 81408 381 10M31301-016E51E0 SLUDGE TRANSFER GRI NOFR '-H 1.11 .706E BR0,0116 1312 10111905-POI YMER METERING;PUMP a 336 11M10101 010 SLUDGE GRINDER 90P -. 30,10'... IROI.VAL'-E IAM 19911301•VFA RETURN PUMP; 208E -EIRP BREWER N Lij,: 3D 11299701-MOGE CRANE 9E t1V.;' 131 MAIN TVSS 2088 `,0,92831-FOL AGING TANK 30NLE1 VALVE W 3M BLANK 15E MAIN METERING 2000 111143802 2 H HO 461 11610001-120011 AREA WELDING RECEPTAC1£ :I1t .. 35M RANK 2000 /100011813 D. 4973 11010002•MAIN FIDORWEEINNGRECEPTACIE .i 1119 SPARE BREAKER 10E FIANE 4E 71M14501-Cnnvaynr 3 1009 113V92101-SILO 1 FEED HI 1EVELSINA OFF 20M SPARE m 1I! COKE PUMP III 1'5 11.1E9.92001-DRY POLYMER FEED UNITCON'RO'.PANE'.. 213L SPARE BREAKER v SRL TO 01510001 g.'11MCC10002 1.1D : 1P, 11292201•POLYMER TANK 1 MIXER 238R SPARE BREAKER W F- SBR 7001110002 @ 11MCC30001 . 162 BLANK 210 SPARE STARTER 1— SE 11M14505-CONVEYOR 5 ,I.ANK INA SPARE BREAKER 213 SPARESIARTER a SM SPARCVFD 111 51:131 1730 1101/92212-POLYMER MIXING TANK CX LET VALVE 2IM 11P32601-NAT POLYMER ME TEUL NG PUMP C SECTION 6 IS A CORNERSECU ON 1111 ,RIAD, 170 RANK 0 a r 0;.h 11092401 POLY2ER clETFRIN5 POM I n co rn °I :P.HRO:684::ci LII0061E SHEET TITLE: SHEET.57 OF: 65 D $tIQ DON: CSB DQ/04/2816 !28DWG p:CLEAN WATER SERVICES ELECTRICAL E00oLATE: APR 2018 a, DSN: RR Dwcp:900-E-201 THIS BAR IS DURHAM AWWTF PLGT „WAD FILE p: oNE wcH WHEN �eanWaber Services C'�IZM1' 11MCC10001 ELEVATION — 900-E-201 • Q CHK: MSM 900-E-201 698577.dgn DRAWING IS Our commitment iE cleat DEWATERING CENTRIFUGES PLG p: w FULL SCALE. REPLACEMENT CWS EXP.06-30-19 J APPD:JDD SCALE:3/Q"=1'-O" REV p DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 pOJ p 6893 LL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1BL&1BR 2G 3C `48 5BL&5BR 16B - 8C 19M 10F 118 1128 <13B f 14B _ .....®.�.....__. ._...,.., ®�..._, .__....... 156 16B X176 188 196 20B= 218 228 I (SBR IS E SPARE (BLANK (SPD) (ATS) (SPARE (BLANK) " 1 (BLANK) 1 (BLANK) s& (BLANK) (BLANK) (BLANK) (BLANK) (BLANK) BREAKER) CORNER l I BREAKER) I a ...,5.. I 1 _....... _ .,-.. �._.- .___.........-,. SECTION) _.. ._.__ „ ......_..... ,�- ,_..__ _,_._.. _ _.. ... _.__.. _ 1E 4E 5E 6E [I[ I 1 11DL&11DR 12D 13D 14DL&14DR 15DL&15DR 16D 117D 18E 119E 20E 21E 22E (SPARE -— (SPARE € '•-• - (SPARE (BLANK) (SPARE (SPARE i (SPARE (BLANK) (BLANK) I BREAKER) 3M # BREAKER) 8E ' 1 BREAKER) BREAKER) STARTER) ' BREAKER) (POWER MONITOR) 11M 12F 113E .14E 15EL&15FR 16FL&16FR 17F - ------`- 1 (SPARE (SPARE SPARE IS (SPARE - IM 4M 5M 6M :BM + 18M 19M _...._. 19M �- 20M 21M - 22G i BREAKER) BREAKER) ; BREAKER) BREAKER) (SPARE ` 1 '10M 12H q 134 14MTT ...._...,____�m.,._._. _ (SPARE (BLANK) VFD) 1 7 _.�_. �� 15HL&15HR 16HL&16HR 17M VFD) I 1 (SPARE (BLANK) SPARES 2JL&2JR STARTER) 22K 1 I BREAKER) j , (BLANK) 3 1 12K _ 13K 15KL&15KR 16KL&16KR l I (15KR IS (16KR IS 1 ( 2LL&2LR ''�. � , (SPARE SPARE SPARE ( 1 STARTER) 1 BREAKER) BREAKER) : I 1 12M 13M 15ML 8 15MR 16M 22M •••w---m-�• (SPARE = (SPARE (2M , STARTER) _ BREAKER) 11 MCC10002 ELEVATION 314"=1'-0" I 4 1e. 1:4;;'4,+: knee.",=area,.,. ,.t fist .- ',14.1,,, r,,,, €fx,,,,Ant;Ai 25 R,ANe t r, 4,AN, Re 51_1- , .1 5,.544,4k 5141!1 11 ,>i3 15151. ',F 14014i,I(LEE:. , tr4 _ . 3,< .3.hAi i3tlt1:. I - j. 201#1 SPARE 20 2S0LEP2705.DEWA'181ING CENTRIFUGE,SCOBI9Oa P4NEL _ . 1§t ,1511,Sxmt;1:: ... t5 1,4:‘,P. 1.^Li 47A14M.,4,1Lri. I _.... ..._ .., :. .e. 3'M !1151111 __...._ 111 I'ri M,l JT 11'44 I4lif,th FIE,i,C).LOWN1k5J1 ,IA1,4`?'Xx. 9.1_tiMMt,lH.aNI.,t�>. °,.1H II 111+22.1 1 Fl ,,,,,R€,,PPE_.,,°.Ir .- ..4 S A. , An P l'+A 1 MAW. _.. W.,. i1U .f . I.FEy£:i -.,.,..,,,...... �..3, 7 . ,,, -e� . k1AXYk t .i..1.,:,____ _ IA 2x41 3" s 1#Ni -",6 2Aft5 , -oAtfA,O4 P.5 k.' 151 11!AN?', SfF FiVAY i.:7 ... 1411 .. UI '4,3114 I .Pi: E•;:`,•: S 41 W f 11MI.9r5 ,454!?X,1St1151,I1. .11r$Y33F 1,01 VxA31,:N rshCi4.A1:'iN PUPA;1 14 11,14,4.G dib .1. ;ti i1M 11 t.M.,011) LENS t1A71 IAPFK34.721.E1\`. ., ... . . . ,... 777 a t: 128 11M14504-CONVEYOR 4 • am ;:-. ',..4.4i,, 22 ., ta: ,:.it i'; . ,. , �.s.. - �, .',,.e -.^.1145.483„9 N rt,t 6.3...L.Lkfrk rcA .; t.le rKfrlCq SP:+`ti@ F:_ .1Md2: _'.t.F}#ti33pC t+Yz7 AR:kfA }t1C iN,eSd.,R 10,1 ,'-tF'.., P64kb IAkAt D,NT#NI,,1 V v .v., MAntt kicPatkE7t 1.1., 11411".1',: , .., WM tesS _. A,3° I rE, -'.e; LVSCk'% ..<z?A1„)ei3 TRA,..-4, 1 y Q E CJ -E_ +9Alk 63£!44`# 124; iAtAI'.54s .. Y,thy acl,... 1 g 0 a SFA ..saa ..Vga= :tae ,'pax I ..a,.*xsc,! r-1wa .a 1 ,,,,,,1 4x13 1,04 .I 5r:4sc11!3114 a h . N- _- r u I w co Al N 4 LL ORN: CSB ORIG 04/04/2018 SHEET TITLE: SHEET:58 Of: 655 DWGA DigitalT O DATE: 11111111111111111111111111 CLEAN WATER SERVICES ELECTRICALss °' DON: RH ow:n:900-E-202 THIS BAR IS DURHAM AWWTF once APR 2018 ,p` +wYA,E� w CAD PRE a: ONE INCH WHEN CaeartWater Services C412 11 MCC10002 ELEVATION - 900-E-202 AVS•HA0 4. ZCHK MSM 900-E-202_698577.dgn DRAWING IS Oar commitmeut is clear DEWATERING CENTRIFUGES PLC A. J APPD:JDD SCALE:314"=1-0” FULL SCALE. REV# DATE c 97123-9379 v APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,OregonREPLACEMENT GWS 4. 6893 EXP.08-30-1 B LL PRJ I ELECTRICAL PANELBOARD SCHEDULE I I ELECTRICAL PANELBOARD SCHEDULE I PANEL LP-11235(EXST) LOCATION: SLUDGE LOADING MCC ROOM PANEL 11PP10002(EXST) LOCAT SOLIDS BASEMENT MCC ROOM VOLTAGE:277/480V,3 PHASE,4 WIRE MOUNTING: WALL MOUNTED(SURFACE) VOLTAGE: 120/240V,1 PHASE,3 WIRE MOUNT SURFACE MOUNTED BUS SIZE:60A FED FROM: MCC-11231-2D BUS SIZE:100A FED FF 11XFMR10001 MAIN SIZE 60A MAIN TYPE CIRCUIT BREAKER MAIN SIE: 100A MAIN T CIRCUIT BREAKER SCCR:UNKNOWN,FIELD VERIFY SCCR: UNKNOWN,FIELD VERIFY BREAKER LOAD,VA LOAD,VA BREAKER BREAKER LOAD,VA LOAD,VA BREAKER CIRCUIT TITLE CKT PHASE PHASE CKT CIRCUIT TITLE CIRCUIT TITLE CKT PHASE PHASE CKT CRCUITTITLE NO. AMP POLE A 8 C A B C POLE AMP NO. NO. AMP POLE A B A B POLE AMP NO. SPARE 1 20 1 1 20 2 'SPARE PSL FLOWMETER 1 1 20 1 50 50 1 20 2 TPS FLOW MAG METER 1 LIGHTING,MCC APD SCALE ROOM 3 20 1 1000 1 20 4 SPARE PSL FLOWMETER 2 3 20 1 50 50 1 20 4 TPS FLOW MAG METER 2 LIGHTING,EXTERIOR 5 20 1 1000' 1 20 6 SPARE PSL FLOWMETER 3 5 20 1 50 50 1 20 6 TPS FLOW MAG METER 3 SPARE 7 20 1 1 20 B SPARE SPARE 7 20 1 50 1 20 8 FIT501 SPARE 9 20 1 1 20 10 SPARE VFA DISCHARGE FLOWMETER 9 20 1 50 50 1 20 10 DIGESTER FEED TANK 1 LEVEL SPARE 11 20 1 1 20 12 SPARE VFA RETURN TANK LVL 11 20 1 50 50 1 20 12 DIGESTER FEED TANK 2 LEVEL '75066801 13 _ '28 3 500 500 3 *20 14 •75066802 VFA DISCHARGE TANK LVL 13 20 1 50 50 1 20 14 DIGESTER FEED FLOWMETER 15 - - 500 500 - 16 - CENTRATE TANK 1 LEVEL - 15 20 1 50 50 1 20 16 SCADA BASEMENT 17 - 500 500 - 18 - CENTRATE TANK 2LEVEL 17 20 1 50 50 1 20 18 RADAR LEVEL INDICATOR CENTRATE GRAVITY FLOWMETER 19 20 1 50 500 2 20 20 PLC5 REMOTE 90 PANEL TOTAL LOAD 500 1500 1500 500 500 500 CENTRATE PUMP DISCH.FLOWMETER 21 20 1 50 500 - - 22 - PRIMARY SCUM FLOWMETER 23 20 1 50 50 1 20 24 •750FIT5801 NOTES:*AND BOLD INDICATE NEW WORK. PHASE A LOAD(VA) ' 1000 11FIT12301 25 20 1 50 50 1 20 26 5750F115802 PHASE B LOAD(VA)- '2000 11STR12301 27 20 1 50 50 1 20 28 '750FIT5803 PHASE C LOAD(VA)_ '2000 DC4 FLUSH FLOWMETER 29 20 1 50 50 1 20 30 '750F115804 TOTAL LOAD(VA). ' 5000 '750FIT5805 31 20 1 50 50 1 20 32 DIGESTER COMPLEX 1 GAS ANALYZER SPARE 33 20 1 1000 1 20 34 EXHAUST FAN 35 20 1 1000_ 2 50 36 50A ELEVATER PIT PANEL DC5FLUSH FLOWMETER 37 20 1 50 1000 - - 38 - DRY POLY SILO 1 HIGH LEVEL SWITCH 39 20 1 50 3000 2 100 40 POLYMER INSTRUMENT POWER PANEL DRY POLY SILO 2 HIGH LEVEL SWITCH 41 20 1 50 3000 - - 42 111P10002 TOTAL LOAD 500 400 5850 4850 NOTES:*AND BOLD INDICATE NEW WORK PHASE A LOAD(VA)= 6350 PHASE B LOAD(VA)= 5250 TOTAL LOAD(VA). '11600 M m ui o_ IL M P 1-- 0 J a m 0 N V W 1- a O 1- 9 O 0.. C CI 1 I- u, a. O' D PROFE8 ml o �Z _. a..f/p. W ORIG SHEET TITLE: SHEET:61 OF: 65 DWG N: NUPE d DEN: CSB DATE: 04/04/2018 Digital Signature ELECTRICAL CLEAN WATER SERVICES PLOT OREGON °' DSN: RH DWG it:900-E-603 THIS BAR IS DURHAM AWWTF DATE: APR 2018 ,P`ryo�,a,ps Q~ eG1eaI1Wa6er Services �12JVIti: PANEL BOARD SCHEDULES 900-E-603 1Ng Nme,- W DEWATERING CENTRIFUGES PLCN: cADPI Eu: ONE INCH WHEN Q CHK: MSM 900-E-603 698577.dgn DRAWING IS - Our commitment is clear I Z - REPLACEMENT cws EXP.06-30-19 APPD:JDD SCALE:NTS FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hillsboro,Oregon 97123-9379 MS, 6893 it REV a DATE BY APVR Hwy. STANCHION-MOUNTED REMOTE MOUNT FLOW FOR REMOTE MOUNT,INSTALL CABLE PROVIDED , BY INSTRUMENT VENDOR IN CONDUIT LIQUID-TIGHT FLEX CONDUIT REMOVABLE r FLOW SENSOR TERMINATION BOX LIFTING LUGS / OR TRANSMITTER IF LOCAL MOUNT FOR INSTALLING / FLOW TUBE O GROUNDING RING SEE NOTE 2 REDUCE ASREQ'D 1 �-.:_ alp 1Il00 ==> 5 TIMES FLOW-► 2 TIMES PIPE DIA. PIPE DIA. (MIN) (MIN) NOTES: 1. INSTALL MEASURING ELECTRODES IN HORIZONTAL PLANE FOR HORIZONTAL INSTALLATIONS.FOR VERTICAL INSTALLATIONS INSTALL FLOW IN UPWARD DIRECTION. 2. TIE GROUND RING TO TRANSMITTER EQUIPMENT GROUND WITH A MINIMUM OF 12 AWG GROUND WIRE. FLOW TRANSMITTER-MAGNETIC NTS ( 13219 D- e io w •0 O 0 N O 0 O a c 0r Lo •0 N- co `° cc0 PRWFs� �vS��oivFFR /� 0I OQ 65653PE SITE, TITLE: SHEET:62 OF: 65 DWGA DRN: JE DATE: 04/05/2018 CLEAN WATER SERVICES MASTER DETAILS Digital Signature gi sa DSN: JN DING x:999-1-500 � `�_� PLOT: APR 2018 OREGON CAD FILE N: ONE INCH WHEN �,�aI1VV�fiCr [7Gl vll.ZS ch2n��,� DURHAM AWWTF INSTRUMENTATION & FLC#_ 999-1-500 "oq-"0ARn+....o= z CHK: DW 999-1-500_698577.dgn Our commitment If clear DEWATERING CENTRIFUGES OPAUL` " DRAWING ISREPLACEMENT CONTROL SYSTEMS _I APED:MD SCALE:NTS FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hillsboro,Oregon 9T123-9379 DESIGN DETAILS Pia, 6893 !L REV H DATE RV APVR Hwy. I EXP.06-30-181 B-LINE FIG 82400 PIPE STRAP W/1/2"BOLTS � FACILITY WALL COOPER B-LINE , COOPER B-LINE ,/ 11 1/2" 'y 1"BRACING PIPE FIGURE 910 SWIVEL TYP F COOPER B-LINE 10"MAX DIA PIPE CONNECTOR W/ I i t FIGURE 910 SWIVEL ANCHOR, DIA(MIN)SST CONNECTOR W/ COOPER B-LINE / 518"DIA(MIN)SST I ANCHOOR,SEE NOTE 2 > 1N) ANCHOR,SEE NOTE 2 TYP L5x3x1/4 FIGURE 980 31161/ SWIVEL SWAY BRACE ATTACHMENT COOPER B-LINE 1"BRACING PIPE COOPER B-LINE � FIGURE 4B n ,,, PIPE CLAMP o H554x4x1l4 1 5/8"UNISTRUT 4.1.c% eh,��I II. # . \�....•`` DGN I COOPER B-LINE App oved FIGURE 1000 PIPE SIZE<_4" m FAST CLAMP 1 1/2„ i PIPE CLAMP TYP B-LINE FIGURE PL 3/4"x 11"x 11" 62400 NOTES: 1 1/2"+/- PLANNOTE: GROUT 1. PROVIDE BRACING AT 20'-0"MAXIMUM FULL LENGTH OF PIPE RUN.MINIMUM ONE PER } PIPE RUN.LONGITUDINAL SHALL BE PLACED AT ALL PIPE BENDS. 1. PROVIDE LATERAL BRACING AT 15'-0"MAXIMUM FULL LENGTH OF PIPE RUN.MINIMUM f " ' TWO PER PIPE RUN,LOCATE AT ENDS OF PIPE RUN. :''.o`,;;;`;,"!i:,'o.e;:0. ' .0.--(.�., NOTES: 2. PROVIDE COOPER B-LINE FIGURE 909 AND FIGURE 800 AT STEEL BEAM. 2. PROVIDE COOPER B-LINE FIGURE 909 AND FIGURE 800 AT STEEL BEAM. 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 3. LONGITUDINAL BRACE MAY BE LOCATED AT THE SAME LOCATION AS L LATERAL BRACE USING B-LINE FIGURE 907. 3. LATERAL BRACE MAY BE NOT MORE THAN 6"FROM VERTICAL SUPPORT. g" 4-314"SST ADHESIVE MBE 2. FOR MATERIAL,PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING EW ANCHORS W/6"EMBEDMENT SUPPORT SYSTEMS. 4. LONGITUDINAL BRACE MAY BE NO MORE THAN 6"FROM VERTICAL SUPPORT. 4. FOR MATERIAL,PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING SUPPORT SYSTEMS. NOTES: 3. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE 5. FOR MATERIAL,PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING 1. PROVIDE SUPPORTS AS REQUIRED BY PIPE SIZE AND MATERIAL,10'-0"MAXIMUM. SUPPORT SYSTEMS. 2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED AS SPECIFIED. I,I FOR PIPES LESS THAN 4"DIAMETER. 3. FOR MATERIAL PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING SUPPORT SYSTEMS. PIPE SUPPORT 15501 PIPE SUPPORT 15514 PIPE BRACING-LONGITUDINAL 15531 PIPE BRACING-LATERAL 15532 NTS ( NTS ( ) NTS ( NTS INJECTOR ASSEMBLYBALL VALVE SIZED TO O 0 PIPE ROD NOTE 1 DIAMETER SIZE STEEL BEAM, PASS SOLUTION TUBE O SEE STRUCTURAL 0 dr 10....,';':,.,:0;% 'd-:Or;%.0;Q"••:0;% SST RESTRAINT HOOK '� 2 1/2"-3 1/2" 1/2" _ r r r r INTEGRAL SPRING LOADED 5/8" '•' . - BALL CHECK VALVE O 3/4" HANGER u B-LINE 45"I 0 \•� 0 10" 7/8„ ROD,SEE FIGURE 63050 • TOT ANGLE SCHEDULE BEAM CLAMP ow HANGER ROD MPT INLET CONNECTION �� NOTE 2 Q TO FIT re 1 z .0-a'!.0. O;;"-0 % ROD STIFFENERS, Y) H I I NOT REQUIRED 0 Ill in — _ WHERE ROD CLEVIS PIPE HANGER MPT HOSE �� l OLUTIONt�LENGTH IS LESS BARB TYP ,I, cSTBESOLUTION THAN 24",TYP BOTH ENDS S� �h TUBE 1"MINHANGER ru OF HOSE ,I gDAPTERw ROD,SEE "B-LINE PIPE INSULATION ! - ,� ' 4, SCHEDULE FIGURE B3085 _- - t �r//�'., AS SPECIFIED L /' k�J SS PACKING NUT re ANCHOR TO B-LINE �,1�.� SST SAFETY CHAIN TYP FIGURE 83100 I :� ON (LIMIT CHAIN 114 Al L5x3x3/8 D. Ow ROD � i EXISTING CONC ;., PIPE HANGER e�11 I!ni!iiIii!iiIe )" m STIFFENER�� MWIIN)SST/2"DIA "��,li„' e�si PENETRATION=DIA/2M ¢ (�lii;:. ANCHORS ;o�_• ��i� PIPE SIZES 112"-10” I 0FLEXIBLE HOSE, HSS3x2x1/4" — � I � , REINFORCED PC CLEVIS �� >• Lii R /I `` PROTECTIVE INSULATION I-9 j \:.J SHIELD 1,�„ HSSaxaxl/4 O SST HOSE C;FNFRAI NOTES o. 10"MAX 10"MAX ��-CLAMP(TYP) DIA PIPE DIA PIPE I DETAIL SUITABLE FOR FEED PUMP MAX RELIEF TYPE'A' TYPE'B' I I PRESSURE OF 150 PSIG,MAIN LINE PRESSURE SUPPLY PIPE 100 PSIG OR LESS,AND FEED LINE 1"OR LESS. O NOTES: II PROVIDE SUITABLE SUPPORT SYSTEM,AS PER 8 NOTES: SECTION 15060,PIPING SUPPORT SYSTEMS. 1. PROVIDEOALATERAL AND LONGITUDINAL SUPPORTM PER DETAIL ®AND ®. �' LOCATE VERTICAL SUPPORTS AT 10'-0"MAXIMUM SPACING. 1. PIPE HANGERS SHALL BE OVERSIZED AS REQUIRED TO ACCOMMODATE 314060111 v ui THICKNESS OF INSULATION SPECIFIED. HANGER SHALL NOT COME INTO III INJECTOR ASSEMBLY INCLUDES ITEMS A,B,C, FOR BASE CONN, F_ 2. FOR MATERIAL,PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING CONTACT WITH THE INSULATION DIRECTLY,EITHER AT THE VERTICAL AND ANCILLARIES.SAF-T-FLO EB146;OR EQUAL.SOLUTION TUBE,AND BALL CHECK BODY AND SEE(15501) I., SUPPORT SYSTEMS. YOKE OR AT THE POINT OF SUPPORT.FOR REQUIREMENTS ON SPRING SHALL BE HASTELLOY C-276. I- INSULATION SHIELD USED WITH PIPE HANGERS,SEE SPECIFICATIONS O 3. SUBMIT FINAL DESIGN CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED FOR j� �i� SPECIFIC NOTES* D. PIPES LESS THAN 4"IN DIAMETER. 2. FOR INFORMATION NOT SHOWN,SEE DETAIL(15550), 4. WHERE INSULATION OCCURS,PROVIDE DETAIL 15557 1.PROVIDE PVC SERVICE WITH SST HARDWARE. L.I.----------- 3. 3. FOR MATERIAL,PAINTING AND COATING SEE SPECIFICATION SECTION 15060,PIPING 2.ORIENT BEVEL SO IT FACES FLOW DIRECTION. (2)3/4"ADHESIVE SUPPORT SYSTEMS. ANCHORS AT8"GA c m v r F- LLD co PIPE HANGER PIPE HANGER CHEMICAL INJECTOR PIPE SUPPORT(ANCHOR) 0, (\ 15550 ) ( 15557 ) NTS ( 15595 ) NTS ( 15598 ) QED PROF F8,NTS NTS V�F'-„wne-E`�S.)- N 53903PE r SHEET TITLE: SHEET:63 OF: 65 DWG k. Digital Signature CLEAN WATER SERVICES OREGON m DRE: LLK Doom 04/04/2018 DESIGN DETAILS 8T g” DBH: BWR Dwc#:999-M-500 THIS BAR IS Sn C rServices eit2Nn, DURHAM AWWTF PROCESS MECHANICAL DATE: APR 2016 999-M-500 ��F>rW'R,05., Cu CleCAD PaEx ONE INCH WHEN DEWATERING CENTRIFUGES DESIGN DETAILS PLC# Q CHK TLB 999-M-500_698577.dgn DRAWING IS Our commitment b clear z REPLACEMENT 1 12/31/2018 I APPD:„IDD SCALE:NTS FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PR,S#: 6893 LL REV# DATE BY APVR Y 9 114"ALUMINUM MOUNTING PLATE, (18"MAX, WIDTH),ROUND EDGES, 10" 1f2"RADIUS,TYP ( 48" MAX 1. NOT RATED FOR EQUIPMENT EXCEEDING WALL OR 1/2"RADIUS,TYP 200 LBS. WALL OR COLUMN 3/16 !, 117 /. .• I 3"'TYP COLUMN d Paid' � / 11/4",TYP NOTES 2 AND 3 b iO �l �l © 2. 1/2"RADIUS,TYP, oe WIRING DEVICEI�� : ` � p2"TEUMINUM , III III © 3. 1/4"ALUMINUM EDGES'SIZE PER MOUNTING PLATE,ROUND iiim. '9 OR ELECTRICAL EQUIPMENT i - 1 CONDUIT REQUIREMENTS. OVERSIZED DEVICES PLAN III III 4. ALUMINUM CHANNEL(4x2.16 IN MIN I \ CONDUIT CONCRETE 1/4"ALUMINUM PLATE, I I I I 3/16 r T�'P ZONES 2 AND EHIG R) LENGTH PER SEISMIC CLAMP • 1 ANCHOR CONDUIT FOR CONTROL SIZE AS REQUIRED FOR III I I EQUIPMENT REQUIREMENTS. STATIONS MOUNT OVERSIZED DEVICES CONTROL STATION O I II III 5. BETWEEN ALUMINUM AND CONCRETE/16" PIPE STRAP AT 4'-0"t OR OTHER DEVICES o4y- FLOOR OR ALUMINUM III II PLATFORM C4x2.16 O 6. NON-SHRINK GROUT. -11111 PROVIDE COATING BETWEEN 0 -....- 7. 1/2"STAINLESS STEEL CONCRETE 9 ALUMINUM AND CONCRETE el 0 ANCHORS OR ANCHORING BOLTS WITH FORMED "' AS SPECIFIED 0 LEVELING NUTS,(TYP OF 4 EACH BASE). STEEL CHANNEL ALL HARDWARE SHALL BE SST. 3/16 V .a9 :0,0. ; NON-SHRINK0 8. FLOOR OR PLATFORM. .o; GROUT ELEVATION. (2605-XXX) oO FLOOR OR PLATFORM, 10",TYP I I 0 9. 1/2"ALUMINUM PLATE.` J NOTES: sse,o, NOTE 2 EC 1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.USE WASHER 9.:;: o..r;% '1 Op°%:Z:a. 11/4",TYP AND SPLIT-LOCK WASHERS UNDER ALL NUTS. ••�-1/2"CONCRETE ANCHORS -' OR ANCHOR BOLTS WITH • + 2. ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS. LEVELING NUTS,TYP OF 4 SECTION MOUNT ENCLOSURE ON 1/2"SPACERS OF 1/2"SCHEDULE 80 PVC CONDUIT. ELEVATION NOTES: 3. BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO ANCHORS. 1. SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS. LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR. NOTES: 1. USE STAINLESS STEEL MOUNTING HARDWARE.USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS. 2. CONTROL STATIONS DEVICES AND EQUIPMENT HAVING A FRONTAL AREA NOT GREATER THAN 2'-0"SQ FT SHALL BE PEDESTAL MOUNTED UNLESS OTHERWISE INDICATED. DEVICE MOUNTING,WALL OR COLUMN DEVICE MOUNTING, MOTOR CONTROL STATION , ELECTRICAL EQUIPMENT SUPPORT CONDUIT SUPPORT ON STRUCTURE NTS (2605-002) NTS ) NTS (2605-008B)2605-00582605-0088) NTs 2605-017 4" I BOTTOM OF STEEL OR 1/4"STEEL CONCRETE STRUCTURE ROUND EDGES 3/4"RADIUS, DRILL HOLE,AS TYP REQUIRED FOR CONDUIT n--n I, " 3/16 CONDUIT FITTING SIZE AS \ p GROUND WIRE U ;; REQUIRED GROUNDINGBUSHING z 3/16 NOTE 2 • to NOTE 3 12 GAUGE SHEET II I� �I I� 4 rl'.METALGALVANIZED o o,AFTER FABRICATION D/ / / / 7/ i 7 i/ i / i / iii _4//A J1< < 11 .4 iii.WAIIIL_ ....1 ._r�5 nTOP EQUIPMENT / (I •I MINENCLOSURE J — — 9116"DIA DRILL SEISMIC BRACE TO 4 HOLES METAL FRAMING CHANNEL ROOF OR FLOOR TOPo CONDUIT 4W �,�,� OF BEAM ABOVE 0• :•:'.0.:., §- ,'0 TOP OF CONCRETE •' 0 -.0• a lFLEXIBLE UNLESS BRACEE. CONDUIT ` TO WALL,NOTE 2 WALL 4"STEEL AS REQUIRED.NOTE 1 CHANNEL, tii CONDUIT CONNECTOR "' SINGLE RACK - o - — _ a /.1 CONDUIT NOTES: NOTES: CONNECTOR ,■, �i 1. THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED 1. LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING P7, N - BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE BETWEEN CONDUITS. g ....._1111.1 WITH THIS DETAIL. NOTES: m \ 2. DETERMINE SPAN AND TYPE OF SUPPORTS,LOCATE SUPPORTS,AND SIZE N ` 1. DIMENSIONS SHALL BE AS DETERMAINED BY CONTRACTOR. \ ` SUPPORT RODS,CONNECTIONS AND BRACES PER MANUFACTURER'S 1/2" _ RECOMMENDATIONS AND SEISMIC REQUIREMENTS. 2. HOT DIP GALVANIZE AFTER FABRICATION. 0 3. SUPPORT FROM EXISTING CONCRETE M METAL STRUCTURAL MEMBER USING 3. FOR HEIGHTS EXCEEDING 5'-0"OR WEIGHT OF MOUNTED d FRONT SIDE POST-INSTALLED ANCHORS,BEAM CLAMPS,OR OTHER APPROVED MEANS. EQUIPMENT EXCEEDING 200 LBS,SIZE POSTS AND 4. USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS. CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION. 5. SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS. DISTURBING ADJACENT CONDUITS. DEVICE MOUNTING, PULLBOX PEDESTAL r Ln co FLEXIBLE CONDUIT SUPPORT CONDUIT GROUNDING CONDUIT RACKING SYSTEM NTS cp NTS 2605-018) NTS (2605-203) NTS (2605-300) 2605-008A) �\�� ,pPR0 of o v "° ,. m oRN: LLK DATE; 04/04/2018 MASTER DETAILS Digital Signature SHEET TOLE: SHEET:64 OF:65 DwC B: O 11111 CLEAN WATER SERVICES OREGON ogre: APR 2018 ,t` �,o dP • OW RH DWG#:999-E-500 THIS BAR IS DURHAM AWWTF ELECTRICAL - 999-E-500 74,3 NpRg4 W DEWATERING CENTRIFUGES DESIGN DETAILS- 1 PLC R. M CAD 999-E-#: ONE INCH WHEN Z CAD: RH 999-E-50O_698577.dgn DRAWING IS Our commitment is clear W FULL SCALE. REPLACEMENT cws 6893 EXP.88-30-19 J APPD:MSM SCALE.NTS REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ#: LL s M Mx SUPPORT,NOTE 3 ¢6 RIGID METAL CONDUIT p O GALVANIZED STEEL O`0�`�.'>' INSULATION AS REQUIRED O w SHEET METAL FLEX CONDUIT ' (1"MIN SIZE) 0 w Z g ESCUTCHEON,TYP ; :'.0 0:0'' TO FILL CAVITY TO MOOR Li(W1-0 03Z :':1l OTHER TCUOR TCHE"T"CONDULET cO w O- 1NIIIIIIII 1101IIIIi�i H z a Fw'� wW DM 0 0 - 0 Zoe , P.,ti-, Z. ummannw I CO - I-g O I FLOOR FLANGE AND =N j o ��IIUI�AMIIIIM1Uij1 ° o a A MINIMUM OF 4 ' z < �. • CONCRETE ANCHORS f -> GALVANIZED STEEL PIPE 5 ' 4' O SLEEVE OR CORE DRILLED �' a"0''��a, CONDUIT FLOOR - z HOLE IN CONCRETE WALL '0`0.e`0*n NOTES: NOTES: 1. INSTALLATION OF CONDUIT TO A MOTOR OR OTHER DEVICE WHERE 1. CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL A FLEXIBLE CONNECTION IS REQUIRED AND NO JUNCTION BOXES OR SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF CONTROL DEVICES ARE REQUIRED SHALL BE MADE IN ACCORDANCE WALL IS A FIRE WALL,FILL CAVITY WITH FIRE STOP SEALANT WITH THIS DETAIL. AS SPECIFIED. 2. ALL HARDWARE SHALL BE STAINLESS STEEL. 3. SIZE TOP AND ANY INTERMEDIATE LATERAL SUPPORTS AS REQUIRED FOR STABILITY AND SEISMIC LOADS. SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS. CONDUIT TO EQUIPMENT FROM CEILING INTERIOR WALL PENETRATION NTS (2605-303) NTS (2605-306 PREMOLDED JOINT POST BASE ATTACHED TO UNDERSIDE FILLER AT OF STRUCTURE WITH MINIMUM 1/2" FLEXIBLE NEOPRENE SLEEVE CONSTRUCTION JOINT CONCRETE ANCHORS a 4CONNECTION TO ALLOW FOR 5/8" CLOSED CELL VERTICAL STRUCTURE DEFLECTION IBM NEOPRENE �� CROSS SUPPORT CHANNEL, ADAPTER REQUIRED �� LENGTH AS REQUIRED, STAINLESS STEEL TYPE 316 STAINLESS FOR PVC CONDUITS M CLAMP,TYP EXPANSION JOINT STEEL CLAMP AND TYP CONDUIT,SIZE 1 t--AA V'''. METAL U-BOLT , :' PER PLANS + .i�.��im��AAA HUB CONDUIT t, _. 1111111 u 1II ,.„ ,_ MULTI-GRIP �I. � wii, ,, I 4.0. L.0 , PIPE CLAMP, �w��1:�.,.+: RGS CONDUIT, 2 a FOUR HOLE TEE PLATE, a 1 EXTERNAL TIN PLATED p (TYP EACH CROSS MEMBER) N PROVIDE CONTINUOUS COPPER BRAID GROUNDING o NOTE 3 1 GROUND PATH PER BONDING JUMPER STRAP ' ► 1 NEC REQUIREMENTS 0 1 r`tt, Ea p 1 / !•1-. z � 01, CONDUIT RISER, a w w 0 • TYP 0 NOTES: NOTES: g 1. DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL 1. COUPLINGS TO BE INSTALLED AT CONCRETE EXPANSION p VERTICAL SUPPORT 8 CONCRETE AT BUILDING INTERFACES AND AT STRUCTURAL JOINTS OR 100'INTERVALS. ', CHANNEL FRAMING EXPANSION JOINTS. CV 2. DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THEei POST BASE ATTACHED TO CU io ' FLOOR WITH MINIMUM I- UNDERGROUND CONCRETE ENCASED CONDUITS. ,h o 1/2"CONCRETE ANCHORS ✓ 3. PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES MIN 9LENGTH OF RGS CONDUIT EACH SIDE OF FITTING.o. NOTES: 1. LENGTH AS REQUIRED TO LIMIT UNSUPPORTED CONDUIT LENGTH TO MAXIMUM VALUES ALLOWED BY NEC. 2. SIZE SUPPORT POST.CROSS CHANNELS,AND CONNECTIONS FOR VERTICAL AND LATERAL LOADS,SEE GENERAL ELECTRICAL CONSTRUCTION NOTES ON DRAWING. B- N Lo EXPANSION/DEFLECTION COUPLING CONDUIT EXPANSION JOINT VERTICAL CONDUIT SUPPORT NTS (2605-318) \.c.o Ruff `°I 2605-315 Nrs 2605-317 Nrs m OW LLK °DAT, 04/04/2018 1.1.111111111.101 CLEAN WATER SERVICES sHEETrme MASTER DETAILS SHEEi:6S °E: 65 Dwc#: 4* MOPE��Signature Digital S{ ture ORE g DEN: RH Dwc#:999-E-501 THIS BAR IS DURHAM AWWTF DATE, APR 2018 ,8`. ,0,� W �eailW�+et Services Ci12M1. DEWATERING CENTRIFUGES ELECTRICAL PLC - 999-E-501 ,ro e M CAD Pae#: ONE INCH WHEN S.HPa 2 CHK: MSM 999-E-501_698577.dgn DRAWING IS Our aossitasentisclear DESIGN DETAILS-2 z J APED:JDD SCALA NTS FULL SCALE. REPLACEMENT cws 6893 EXP.OB-30-t9 FEV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ER.1#: LL iFA Tnn Inc. N....P. FER D HDR Engineering, Inc. UNIFIED SEWERAGE AGENCY - - OF WASHINGTON COUNTY-rte -- -— — — — _.— — — — — —.._.. — ------__ -- —_._.__-_---- --- -- DURHAM 12' DIA FAD UP TO r�f�='.. W----_. - ._ _. "D---=`—: —= == -s-'- �.`'`s .__ - b- v - -----=--------_:___-= ; — ------ —.— -a I, -- j FACILITY UPPER BASEMENT r: �I,- =-- ----------------40.• \ (1 PHASE 3 BTM 7' AFF HALLWAY __.__ _.__.— -:.� .. COVER WITH 1/2' 477;77::.C_.--_._..---- ' -- -_—____------- :.�_A---- il` STek'iYEI.L.- , / SS BIRD SCREEN • ___ _ __ EXPANSION .\ CEN TRATE CENTRATE j/• §1g i• ' ._ - ' 1" I I I \ TANK N0. 1 TANK NO. 2 / I ,I _ l -- -_— \ •� Project X I Manager \ DICEs Ea FEcD — • - — _-- E. DAVISON --1 \ / TA.YK N0. "c / G r. —Li �. - _----- Designed �i_ -- HCR/SRB A \ I s - Drawn C 468 I I / 10' DIA SA UP�gjv 10' DIA - �, -- f_ *. \ '� --- -- SRB/RDK �\ ` TYP OF 2 ii TYP OF :� -- ■' _ —.. - .._„ -. — B I \ I �,�� K --_ Checked 470 \ X .i4,-.7-7 . I ---NIvim--- /�� /�.-_-- -- ac i \ 'I Project Number Iii `DITANKENO.R E1 ED I I - it I / 00039-436-102 1 14x14 ! =Q \ // —. --- ---- _ .7"..-'7.- / 0620 CFM .I 20x24 DN +C-' �' '— ~` Date FROM UPPER ° VFAD ( �I t .I� / AUGUST 2002 11 J BASEMENT �� 8'DIA SA UP -�/�L __. 2pp +111 rl .,{� 1 .—_. I II o CF—il � � � �, --- • - — — VFAR — _YE WELL i`. Ir lk--.L.II __:_ilijil n r T::rx _ r — —�v a._ ' r.---- - tiF - �.n L/ 12'DIA SA R n t ,.a 'ni l -- _ DIA FAD �e L_ I_LS. 24x20 p '.' -7 ,.,, ,,,,„,„,. ..E •...., —_ 14 SA 1 Tn' SA C i 41 2. 14x14 7r, 14x14 01 14x14 0 850 CFM - �'X850 CFM I 11 I -- 850 CFM TYP OF 3 `/ I I - a -- it I / THIS UNE IS ONE INCH WHEN -} _ II j ' DRAWNC IS FULL SIZE. IF NOT // ONE INCH, SCALE ACCORDINGLY. I \,,,,/ -\ B _ .F I i PUMP/EQUIf•M NT \I i '�' r+2' . c, - , 1�. ROOM / �' II ( -� L„,,,... 0 TA.I R d U , 411 410 C Yi O 0 Z g cfel 41U g P. a >, m a z E SOLIDS BUILDING HVAC LOWER 4 BASEMENT PLAN A FOR .5REFERENCE P- LOWER BASEMENT PLAN ONLY ' 1E4a 1/8• = 1•-00 Sheet Number I MO; 463 Visa T/W�/ Pill I N w FER HDR Engineering, Inc. ID 41 4 • 14" DIA SA UP I.` V I 14" DIA FAD UP TO MAIN FLOOR TO MAIN FLOOR 29,8130 CFM UNIFIED SEWERAGE AGENCY - 'i I TO EFF-30-1 OF WASHINGTON COUNTY 16" DIA SA UP TO MAIN FLOOR EXISTING THERMOSTAT 16" DIA FAD UP TYP BOTH TANKS -7-1 (REUSE) DURHAM TO MAIN FLOOR ..__ .. .--..__ - .__ __._ .. _ -- _.._. .... _ .. _... .._.._. I _.._. - -1—' - cl. __ ____- fOR Hr-�"TIJ -____-_- _"_Y1 I. �.�-=r_� .=-_ =�_ter c_-.-=-- a. .--_ - ---- -SE)- ----� ...�- �,,., s _ -- - FACILITY _k.7.-"7:7-.. i i \ \ 54I DIA ,�' HALLWAY �,� \ FAD — PHASE 3 I, ' _ _.. �.. _... _ _ EXPANSION V12x12 I I --- CONNECT NEW �� 710 CFM DUCT TO EXISTING _ UP TO FAD -54'-BfA-FAtr-- _____._ ,,z _ a z LE,MAIN FLOOR :5I _-. CE w -_ ,, I __ - L.---_ Project Manager k. r` _ -- — E. DAMSON __— __ Designed 10"DIA SA I 9 DN TO TANK -_ .__•"! - DN TO TANK I I HCR/SRB CEN TRATE CENTRA II. TYP OF 2 .- _- TIP 2 • . A I TANK NO. 2 FINK NU. 1 �_-. - � _ . ._.._.r__.-.__ ��Y Drawn J A SRB/RDK C 466 I— v x Checked 12"DIA FAD U' VFAD WETWELL WI - TRANSITION AND �_ I TO MAIN FLOOR I _ CONNECT 30x24 SA L.-.. `' . B SUPPLY INLET _ __ 470 TYP OF 4 3/477 - TO EXISTING 45x21 —_-__.-. J _ Project Number SEE DETAIL Ng I ''4" - 4 IN ELECT/EQUIP ROOM 8A DIAEFAD 00039-436-102 11 8" DIA SA I 1_ _ _ o o DN TO TANK -IL_ ._._. _ _--r*- �1 2150r-W1.- _ - -� Date & I �IrS -j J =' --45x2?------j TYP OF 3 � I I AUGUST 2002 0640 CFM j • 1. sr, G i" 8'DIA F I Ifr tsi I ., I .) 9 ON TOT K �I I 1 - V 12�DIA SA , '12"DIA 250�..-) -�.-.. '� ---L 24x12 SA It _ _J lE. 4 eAr'jJ _ 24x24 12 9 .A -----. a. v 12x12 SA DN > 150 CFM -_ ��TRANSI -ON� c+-- ELECT/EQUIP /E UIP I J 15'0 AFM' m 640 CFM 24x12 UP TO - .`?24x12 TO 2x'2 O - L_ MAIN FLOOR z O i 4 - i 285 CFM •<24118 Od CFM 1 `_ - -I <� ° 200 I 1 1 CONTROL �z �� I \ / I { 50 I ROOM I ��--}} •_• cm I I DRAWING IS FULL SIZE.THIS UNE IS ONE IFHNOT 12x12 A q _ ONE INCH, SCALE ACCORDINGLY. 12x6 UP TO MAIN 0 472 -1 ---__.-_ FLOOR CONNECT I m 4'-'-+r " TO EXIST 12x8 I '-' / m o �� CONTROL \ ._ \ f x t-4.t-.t----t_111 I m aw B \ / HALLWAYLa 1...-, -.—_ __.._ L.. _ I .. \\ - -7 4,0,,,t ir- CAP<.T - e '-'><-. 'j I ------- - — - -- 1— -- -- — -- -- ,, —.._ —I 40 wZ R ao i o 6 8 $A cI U n m O Z SOLIDS BUILDING 4 HVAC UPPER 4 BASEMENT PLAN a FOR gi REFERENCE gz UPPER BASEMENT PLAN ONLY g ii, 1/8" = 1'-O" Sheet Number ?;"g 464 AAoo IThomas/Wright,Inc. A SEE FAD WALL OPENING DETAIL FOR i , 45x50 FAD PENETRATION THROUGH .--"'`�- - EXISTING 9- CONCRETE WALL -`- i+ N iirm.mmiL".:1Eiti. r �� `DDR / SCP.UBBERS ' HDR Engineering, Inc. D11F99802 i EXISTING LOUVER EF-33-1 -�- //� �� _ . 800 CFM SUPPORT 14"DIA / CONNECT 24x24 FAD FRP FAD FROM WALL \\ / FOR ODOR CONTROL TO EXISTING 24x24 EXISTING LOUVER SEE DETAIL 6/477 16' DIA FAD 2160 CFM FANS T° SCRUBBERS TYP 8 PLACES MIN. --�- SEE PARTIAL PLAN UNIFIED SEWERAGE AGENCY DN TO UPPER TRANSITION FROM 16x16 v AS SHOWN ,` ` SHT 477 OF WASHINGTON COUNTY BASEMENT 24x24 TO 36'DIA 1200 CFM CENTRATE TANK DIGESTER TANK -- TYP OF 6 SUPPLY INLET SUPPLY INLET 14'DIA FRP FAD �- / ,y ' SEE DETAIL 4/477 SEE DETAIL 2/47 �_ rr. 1 16"INA SA_________o__"n t fl_n r�I L1 r _ -r,j- r ■ . __-�. - "lc `•d' � DURHAM CIH TY ¢ 7 - .� -.__ �� f� Jl --- - ------{ '_ - L FOR UA710N -- �� ` 1 1----.. .--- II SEE 1/477 FACILITY 1 A AD ��'' [__] i i L—] [==7 45' DIA FAD L_] t 1 • �r i d N % NEC To j J` �� I L==] `� 17 _ - I, UP �( ,z _- PHASE 3 f EXIST 2, + �.1 �- �� HI -- = - - EXPANSION EIECTRICAI ROOM L . i ,._,I [. LIBAF$ I alI i I'� III600 Proct Mana er O �� C CONNECT _. AD I {N TYP OF3 le 9 qqqqqq 45" DIA f•I 14"DIA - 200 CFM I -[ n■� II FAD TO EF-32-1 ,_ ED OF VAL aT `iJDN TO B� .__kLi� � �. SEE NOTED - I -'` -----� I ,1800 CEL$EE SHT 803 E. E DAVISON 16"DIA DN I •.: lYP OF 4 __ 7RANSI77 I �`l 7 j FOR CONNECTION 9 i 1 OP�pTORS AB.VE -'- "-'----'- I I 'I' Jt'/ AIR,VE AND CONTINUA Designed T TO TANK' CONS "YOBS O� r/ FROM 45 DIA --�� ' LL ft ON / 020 •0 TYP OF IJh _�- DEWATERING _ 1 _ ___ LBIOUD SC - - n `J ® C ' . CFM ', CENTRIFUGE ROOM ._ TO 45x50 I 1 ii _ ULK �-- N0. B HCR SRB POLYMER \ 36x24 FRP FAD 1 Drawn C 3 - H - _ -- ! 1-__._- I -fi` 24220 I I . I ,- SRB/RDK:In 160AGING TANK 7YP j FAD W/FLANGE i �TYPI Chked tB r DN TO . SCALE ' '' 01:1T-1-418'-4-1111.1 T _-- OPEP; TO 1 1 < ¢ 2 - J 470 ROON -il -'----' II TANKS BELOW) `I [ � AND[ � �`I �J u- I Project Number 12"DIA1_r [;yam �■"'..g� .. _ L [ J :•I 24x114-Sk---:- .. y :LI: RECONNECT G ''1'-i it I ANDfNTRUCT NEW x x 00039-436-102 1 CFENTRATE I 4 rjr JJ 24x18 , AS SHOWN r17YP OF 2 !� JI Oa Date .. ERM — m �� I AUGUST 2002 TRUCK I _._ x'"I !� 124x1 CT. LIQD POLYMER ROiFA __._J I 36x24 LCAEADIN 8' DIA FAD -4'DIA FAD 30"DIA FAd Z 36"DIA FAD of �■��T�Iw I'�U*dI ` FAD ` tie`' 1gx20 SA0" FAD AREA - ( I tll — �• �.��171l8I7Y. \ -�h�1 - I,,M7 BD C_=] �I �� .._._. 1 i i I OO - 36x24FAD� SEE PARTIAL •�•'••• 'i + ti -i 111 I pO ?o I 1 - PLAN BELOW -, - _ — O 's�rw31137i1= -- .-- ��:zt �_._ I ❑ .c" FAD11❑ •_ �• C -- - ---- ------ — --- I `�r•_•'., O m� TO CENTRATE - �� rea,�_` - I■�Yi - OF'l 1,______ ! HOPPER TYP D00 CFM 1O `J „. '. ;��1f --- $ 12x6 DN 30' DIA 12'DIA FAD 8'DIA FAD --I � I N j 1 F FAD UP ON TO TANK DN TO TANK 24x36 q ,;y_';�MI,;,� -- �9 -- 16' 0 DOWN 16x16 24x,2 ON 33x24 UP TO TYP 3 4I DN TO 24.24 SA ---I O I❑TO WET WELL� - �� 1200 CFM v SECOND FLOOR -I-� IND/THERMOSTAT � C�I TYP OF 6 CAP EXIST FOR H-8-1 / 2°x20 V �I 20x24 40 I N 2721 SA 1600 CFM v SA UP '',:2 t--' CONNECT 27x18 SA T� 4 I .4 r� EQUIPMENT ROOM n \, TO EXIST 27x18 -'1'--1 x ❑ THIS UNE IS ONE INCH WHEN WH ZE. IF NOT Q`■■ w 4 I L `aaI, CENTRIFUGE ROOM 1 im CFM O` DRAWING ONE NISFU SCALEL ACCORDINGLY. _ 014x14 ..—'-'-----'----- - I It c, 880 CFM `T`J I x 15” 4 DOWN \ TYP OF 2 I. DRY Pi�.Y�dER P.GOPI N ( o J C =-- ❑70 WET WELL `� 100 -'t I .-.�` i,' Jul t v N B j \� (I N I _J 1 1 �. \I\ _ 30x24 _ o F .� ---- _r. ..` _ SOLID_ LAB I - -r-•. o F- s,inF�;p7II i, - - s ! 160 CFM v 1 /Z\ `\ -- _.-- r-I -----. .._._._.._..-----'117111 TYP - - • 20x20 20x20 TYP of 2 --LI W ti_ `, ( 2x2 s� IIIIIIIIIII UP I 1Y_ ■ IOD ___ - _ --- _._1 Jl.�.-. l.f--U"lf�_,'l i.. i—��1��., GARAGE DOOR -t>--JL J"'-1-f't __._L n�.-F- _-__.-j _ 4� 6x4 6x10 40 III v a $ Q O 100 CFM O 620 CFM o p z 1/4 r TYP. 24x24 SA UP TO -T i4.- 1 . 6' BELOW SECOND — I '.x FLOOR B 3' TM' SPECIFIC NOTES: 11" TIP. O __ " i 2i a •,PPVJI 1 PENETRATE TOP COVER OF CONVEYOR AND CONNECT FAD. 18x18 REFERENCE: 5 ON SHEET 424 PROVIDE VOLUME DAMPERS FOR EACH DUCT. 0 1000 CFM t TYP OF3 '' FOR SAW CUTTING INFORMATION -. m • • I 24x24 45' a 50"FAD OPENING O IC' Z - w SEE PLAN ❑ 1 ;( SOLIDS BUILDING CENTRIFUGE IL HVAC MAIN ABOVE FOR ROOM - FLOOR PLAN 9 3/8'x 6' PL, TYP- It 3' TMP• FOR 1/2" ¢'ADHESIVE ANCHORS $ WITH 6" EMBEDDMENT DEPTH I REFERENCE 3 SPACES O 13' T r -� ONLY aR MAIN FLOOR PLAN Es-iWALL OPENING DETAIL ,/8' = ,•_°. MAIN FLOOR PARTIAL PLAN Sheet Number 01/2• = -o- 1/8' = °- 465