The URL can be used to link to this page

Plans (85) IINDEX TO DRAWINGS CONTRACT DOCUMENTS FOR THE CONSTRUCTION O SHT NO.DRAWING NO. SHEET TITLE/DESCRIPTION I001-GENERAL DURHAM ADVANCED W32 001 - G - 002 001 - G - 003 GENERAL LVICINITY, INDEX X TO DRAWINGS G ATER ALSEAND SYMBOLS OLS 4 001 - G - 004 INSTRUMENTATION AND CONTROL LEGEND-1 5 001 - G - 005 INSTRUMENTATION AND CONTROL LEGEND-2 TREATMENT FACILITY 6 001 - G _ � STRUCTURAL NOTES-1 7 001 - G - 007 STRUCTURAL NOTES-2 8 001 - G - 008 MECHANICAL LEGEND 111 9 001 - G - 009 PIPING SCHEDULE 10 001 - G - 010 ELECTRICAL LEGEND-1 PHASE 5D1 11 001 - G - 011 ELECTRICAL LEGEND-2 12 001 - G - 012 HOT WATER SCHEMATIC 13 001 - G - 013 SOLIDS SCHEMATIC PRELIMINARY SOLIDS HANDLING MODIFICATIONS �5-SITE DEVELOPMENT 14 005 - C - 100 OVERALL SITE PLAN 008-INSTRUMENTATION AND CONTROL PROJECT 6471 15 008 - I - 001 P&ID DIGESTER GAS COLLECTION AND STORAGE 16 008 - I - 010 P&ID DIGESTER FEED AND CIRCULATION 17 008 - I - 011 P&ID HOT WATER SYSTEM CLEAN \I\IATER SERVICES 18 008 - I - 012 P&ID HEATING LOADS 1 19 008 - I - 014 P&ID DIGESTER FEED 20 008 - I - 015 P&ID DC1 DIGESTERS AND HOLDING TANK 21 008 - I - 501 EXAMPLE LOCAL CONTROL STATION DETAIL 22 008 - I - 600 WIRING DIAGRAM LEGEND 23 008 - I - 601 TYPICAL WIRING DIAGRAM-DISCRETE OPEN 1 CLOSE VALVES PROJECT VOLUME 2 e. D RAW I N G S 24 008 - I - 602 TYPICAL WIRING DIAGRAM-DISCRETE GRINDER CONTROL PANELS 25 008 - I - 603 TYPICAL WIRING DIAGRAM-DISCRETE GAS BOOSTER CONTROL PANEL 26 008 - I - 701 TYPICAL WIRING DIAGRAM-ANALOG RADAR LEVEL INSTRUMENTS LOCATION MAY 2012 27 008 - I - 702 TYPICAL WRING DIAGRAM-ANALOG TEMPERATURE INSTRUMENTS 28 008 - I - 703 TYPICAL WRING DIAGRAM-ANALOG ELECTROMAGNETIC FLOW METER I 710-SOLIDS BUILDING(SOLIDS) �� ASTORIA v 29 710 - D - 130 LOWER FLOOR PLAN g 30 710 - D - 301 DETAILS s" *E.' sa0Po I; i no. Z 31 710 - M - 130 LOWER FLOOR PLAN HOOD RIVER ROOK ST 't nrs 1.;ts• 'E F � �i ' MSN 32 710 - M -301 SECTIONS AND DETAIL I I 33 710 - E - 130 LOWER FLOOR PLAN AND CABLE BLOCK DIAGRAM PORTLAND PENDLETON �t. o ` g 's. . 34 710 - E - 131 UPPER BASEMENT PLAN * .:m a•.-.... TIGARD •J THE DALLES el w r • _ s"""' TILLAMOOK •t ENTERPRISE rE. , �€§: .,L„•; E �. 740-DIGESTER COMPLEX 1{DC1} CSIJ LA GRANDE •s s 4 35 740 - M - 130 LOWER FLOOR PLAN AND SECTIONS �f.' - .; • 36 740 - M - 140 GAS EQUIPMENT ROOM PARTIAL PLAN AND SECTIONS 2 SALEM fie[:4i� :WI Wit 37 740 - E - 130 LOWER FLOOR PLAN O I ''_ 38 740 - E - 140 GAS EQUIPMENT ROOM PARTIAL PLAN AND SCHEDULE 0 N WPORT ® s � ,'.-1F:' MVO 39 740 - E - 150 ROOF PLAN r; © t PRINEVILLENI �' ,F . p „olfi- $. .1 1 N.I.C. 750-DIGESTER COMPLEX 2(DC2) d ir REDMOND i• .` o.g LLE - - 1 SISTER I. • I w 40 750 D 130 LOWER FLOOR PLAN • INGt�N 41 750 - D - 140 GROUND FLOOR PLAN EUGEN BEND VAL MARTHA �� 42 750 - M - 130 LOWER FLOOR PLAN S< ,_ . f • .� r:.1 ) 4 '• 43 750 - M - 140 GROUND FLOOR PLAN AND PARTIAL EXTERIOR PLAN 0 TIGARD f=-2,F.;!1!14! Nt. I ' T iti . 44 750 - M -301 SECTIONS BURNS r I �t��F �. N,, / < W $ 45 750 - E - 130 LOWER FLOOR PLAN AND CABLE BLOCK DIAGRAMS •��•�•/ ROSEWOOD sr. Q-' 46 750 - E - 140 GROUND FLOOR PLAN AND CABLE BLOCK DIAGRAMS o • G •�„TI�,,,,,,1 ,,s RHAM' o i yv 47 750 - E - 150 DIGESTER NO.1 TOP LEVEL POWER PLAN r...a............ •✓ e di OREGON -r:. t ” " ° EN�e { i., 48 750 - E - 151 DIGESTER NO.2 TOP LEVEL POWER PLAN IP ROSEBURG 'A „urs }, r�ro - Nou.NP. D / 8 'Jean 900-ELECTRICAL N.1 C inn c T.N g /.� �` '�" 49 900 - E - 601 ONE-LINE DIAGRAM PROJECT LOCATION r� , 50 900 - E - 602 ONE-LINE DIAGRAM DURHAM FACILITY F. 1,' 51 900 - E - 603 ONE-LINE DIAGRAM GOLD 16060 AND 16850 I • • s i 2g 52 900 - E - 604 ELEVATIONS I N BEACH MEDFORD '• o _ 53 900 - E - 605 ELEVATIONS N KLAMATH FALLS LAKEVIEW SW 85TH AVE L 0N° a, v. $ UALATI F TIGARD,OR 97224 i m � le� 54 900 - E - 6ca ELEVATIONS a A •v ro • 999-DESIGN DETAILS ❑ I w` 0 O N N 55 999 - I - 501 INSTRUMENTATION AND CONTROL DETAILS Lt. O 56 999 - S - 501 STRUCTURAL DETAILS VICINITY MAP (I) LOCATION MAP 57 999 - S - 502 STRUCTURAL DETAILS O 58 999 - M -501 MECHANICAL DETAILS N 59 999 - M -502 MECHANICAL DETAILS I of 60 999 - E - 501 ELECTRICAL DETAILS 01 o asp PIT., 47 U•, ORIG SHEET TITLE: SHEET: OF: DWG�, Lw 6 1'$22 9P DER BDR DATE: CLEAN WATER SERVICES 1 60 ' ' lr 0 DURHAM AWWTF GENERAL pLPT MAY 2012 iti `4 tzrEr,}ae DEN: BDR DWG& 001-G-001 THIS BAR IS PLOT: y CY "' Clean\ �leiServices CH2MHILL PHASE5D1 — OO1-G-OO1 FSEGIA1r CAD FILE ONE INCH WHEN DAT k: IZOAK JEG 001-G-001_5D1_409421.dg i DRAWING IS Our commitment uelur PRELIMINARY SOLIDS TITLE,VICINITY, LOCATION MAPS J AppD:LCC SCALE AS SHOWN FULL SCALE. REV# DATE BY A VR DESCRIPTION 2550 SWHiIIsboroHwy. HIIlsboro,Oregon97123-9379 HANDLING MODIFICATIONS AND INDEX TO DRAWINGS CKUM WS 6471 1 EXP. 6-30-13 I. IT ISECTION AND DETAIL DESIGNATIONS DRAWING NUMBERING LEGEND SECTION LETTER ON DRAWING WHERE SECTION DESIGNATION IS CALLED OUT: 60-M-301 WH RE SHOWN NUMBER EXAMPLE: 710-M-130 cu°rTloN FACILITY/AREA NUMBER 1 DRAWING I SECTION(LETTER)OR ON DRAWING WHERE SECTION LEVEL OR DETAIL(NUMERAL) OR DETAIL IS CALLED OUT: DISCIPLINE(S)/TYPE CODE DESIGNATION (1-) DRAWING NUMBER WHERE SHOWN TYPE CODES . 60-M-ft001 I DRAWING NUMBER `J (REPLACED WITHALINE SECTION DETAIL FACILITY/AREA NUMBER DISCIPLINE/TYPE CODES DRAWING LEVEL/TYPE CODES IF TAKEN AND SHOWN CALLOUT CALLOUT ON SAME SHEET) FACILITY NAMES AND NUMBERS SHOWN A-ARCHITECTURAL 100-PLANS 1SECTION TITLE ON INDEX TO DRAWINGS ON 001-G-001. C-SITE DEVELOPMENT(CIVIL) 130-LOWER LEVEL OCD-CIVIL DEMOLITION 140-GROUND LEVEL A SCALE CE-CIVIL EROSION CONTROL 149-REFLECTED CEILING PLAN(IF NEEDED) ON DRAWING WHERE SECTION CL-CIVIL LOCATION 150-INTERMEDIATE LEVEL(IF NEEDED) 60-S-301 IS SHOWN: CO-CIVIL GRADING 160-ROOF 111 WH RE CALLED OUTNUMBER(S) CY-CIVIL YARD PIPING D-DEMOLITION 200-ELEVATIONS E-ELECTRICAL 300-SECTIONS EP-ELECTRICAL PROCESS 400-ENLARGED VIEWS I O DETAIL TITLE ON DRAWING WHERE DETAIL EF-ELECTRICAL FACILITY 500-DETAILS 1 SCALE EL-ELECTRICAL LIGHTING 600-SCHEMATICS,DIAGRAMS,SCHEDULES 60-M-140 IS SHOWN: EC-ELECTRICAL SPECIAL SYSTEMS DRAWING NUMBER(S) ES-SECURITY ' _WHERE CALLED OUT FP-FIRE PROTECTION G-GENERAL H-HVAC I-INSTRUMENTATION AND CONTROL L-LANDSCAPING M-MECHANICAL DESIGN DETAIL DESIGNATION P-PLUMBING R-RENDERING S-STRUCTURAL NOTE: 1 DESIGN DETAIL DOUBLE LETTER CODES NOT LISTED TYPICALLY DESIGNATION INDICATE MULTI-DISCIPLINE/TYPE DRAWINGS. (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 g SET OF CONTRACT DOCUMENTS. N 3. THE DESIGN DETAILS REPRESENT THE CHARACTER AND v NATURE OF THE WORK REQUIRED THROUGHOUT THE PROJECT. • ALL ASSOCIATED WORK SHALL BE IN ACCORDANCE WITH w THE DESIGN DETAILS SHOWN WHETHER THE DETAILS ARE 2 SPECIFICALLY REFERENCED OR NOT. 1 ~ 0 a P, KEY NOTE DESIGNATION ! ; N N W H o O0 KEY NOTES: 0 NOTE. 1 ° _ 2 NOTE. c0 0 O NOTE. ci © GENERAL NOTE: aII i 1. THIS ISA STANDARD LEGEND SHEET. O THEREFORE,NOT ALL OF THE INFORMATION .r'i SHOWN MAY BE USED ON THIS PROJECT. SSS ©FP Vj O c, 0.3.32P#. �/ 4U owc CLEAN WATER SERVICES SHEET TITLE : SHEET:2 OF:60 Dwca: a . r. DRN• BDR DATE, GENERAL ae�s.• -0 `iy�� . `— Y DURHAM AWWTF DATE MAY 2012 �� r,,��y° LiiD3N BDR DWG CAD I 001-G-002 THIS BAR IS �P�]'l�rY l y�(;e$ �j■ ■2M H I LL PHASE 5D1 - 001—G-002 SFS E GR�F�\ 001-6LE A ONE INCH WHEN Our commitment is clear PRELIMINARY SOLIDS OVERALL GENERAL LEGEND PLC#1 ICHIC JEG 001-G-002_5D1_409421.dg i DRAWING IS z WAPPD:Lee SCALE: AS SHOWNCWS LL FULL SCALE. DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS PRJI 6471 I EXP.6-30-13 I IGENERAL MATERIAL SYMBOLS GENERAL SYMBOLS I SYMBOL LEGEND 7.):.,„:_B:::.,...__-- LEGEND I AGRID/COLUMN INDICATOR GRATING,SPAN DIRECTION INDICATED I ROOM NAME ROOM NAME I ;,;;;;'r,',;;;;;;;,;,;;:;;;;� CHECKERED PLATE IXX1011 OR 1101 I ROOM IDENTIFIER '- XX"=FACILITY < DOOR LETTER GROUT INDICATOR :.•:::>..... (IF SHOWN) .,o ROOM NUMBER •'i�i�?rye..'��'':". GRANULAR FILL - DOOR IDENTIFIER III)IIII=IIII-1111 EARTH OR FINISH GRADE 1111=_ii ll_ CONCRETE XXW-1 OR W-1 WINDOW IDENTIFIER 1 CMU WALL(PLAN) XXR-1 OR R-1 RELIGHT IDENTIFIER +I I 1 I I I I I IL CMU WALL(SECTION) LOUVER IDENTIFIER I XXL-1 OR L-1 j / MASONRY WALL �R•• r I '❑A WALL TYPE INDICATOR +\/\/\/ METAL STUD WALL(PLAN) YY II 4 -� r WOOD STUD WALL(PLAN) S-1 A SIGNAGE IDENTIFIER +IHIIIIIIIIIHIIIIHHI* RIGID INSULATION E a BATT INSULATION 0 I T + QUANTITY AND ` ,' B INTERIOR ELEVATION INDICATOR DIRECTION OF // + STEEL POINTERS REDAS C /// /// + 0 110.50 SPOT ELEVATION INDICATOR(IN FEET) I ALUMINUM L// // / .` PLYWOOD S XXXXELXX XX ELEVATION DATUM(IN FEET) GYPSUM WALLBOARDDIRECTION OF SLOPE DOWN a I 41 I I I1 III I I II I I1+ ACOUSTICAL TILE • r HINGE SIDE DWOOD,ROUGH CONTINUOUS HATCH SWING INDICATOR I WOOD,ROUGH NON-CONTINUOUS ACTIVE < INACTIVE O INDICATES PAIR OF DOORS ® WOOD,FINISHED (DOOR#ON ACTIVE) I F.EXT-X (IN CABINET) F.EXT-X (ON BRACKET) ICI fir— FIRE EXTINGUISHER - --- X"=NUMBER IN SPECIFICATIONS a- g, Co" CONTROL JOINT w 2I X"EJ r EXPANSION JOINT EL X"=DIMENSION 0 0 c POST _. RAILINGS Iry N W o < P_1 > PRECAST PANEL IDENTIFIER I a S-X SLAB INDICATOR a OX COLUMN INDICATOR I I WALL INDICATOR E B-x BEAM INDICATORin ZEE PRgf 01 Q'N131.3 2@R'©7 o rw: Gs oBDR E:I 11111 CLEAN WATER SERVICES SHEET TITLE. GENERAL SHEET.3 OF 60 DWG# ` A /` 11( o DSN: BDR DWG ft- 001-G-003 c�_ DURHAM AWWTF PIDTTE MAY 2012 `4,y�ttr I�,,,q0..c.:P W CAD FILE k: ONE HINCHW WHEN CQeanWater Sen'ices CH2MHILL PHASE 5D1 GENERAL MATERIALS 001-G-003 �'E:cR�F CHK JEG 001-G-003_5D1_409421.dI PRELIMINARY SOLIDS PLC* 9 DRAWING IS Oar commitment it clear LI w LCC DESCRIPTION 2550 SWHiIlsboroHwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS AND SYMBOLS CWS x}71 ( €X?..6-30-13 I J APPD. SCALE: AS SHOWN FULL SCALE. REvr DATE BY APVR li I INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS ' EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS TABLE - - - AC ALTERNATING CURRENT PROCESS(CLOSED CONDUIT, AM AUTO-MANUAL DASHED LINE INDICATES - BUILDING OR UNIT PROCESS NUMBER FACILITY BOUNDARY CAM COMPUTER-AUTO-MANUAL FIRST-LETTER SUCCEEDING-LETTERS ALTERNATE FLOW STREAM) CCS CENTRAL CONTROL SYSTEM FIRST LETTER(S) PROCESS OR READOUT OR • I ——— PACKAGE SYSTEM J EQUIPMENT CL2etc. CHLORINE(TYPICAL:USE STANDARD CHEMICAL ELEMENT ABBREVIATION) LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER —► I PROCESS(OPEN CHANNEL)SUCCEEDING LETTER(S) CM COMPUTER-MANUAL A ANALYSIS(+) ALARM ——— COD CHEMICAL OXYGEN DEMAND PANEL NO.X CLARIFYING ABBREVIATIONS B BURNER,COMBUSTION USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) ANALOG SIGNAL PARALLELING LINES CP-X CONTROL C USER'S CHOICE(*) CONTROL (4 TO 20 mAdc,ETC.) DC DIRECT CURRENT BB D DENSITY(S.G) DIFFERENTIA, DCS DISTRIBUTED CONTROL SYSTEM DISCRETE SIGNAL I (2) I 3(2) LLUUg E VOLTAGE PRIMARY ELEMENT,SENSOR (ON/OFF,ETC.) DCU DISTRIBUTED CONTROL UNIT F FLOW RATE RATIO DO DISSOLVED OXYGEN (FRACTION) (A) (B) FCL 2 FREE CHLORINE RESIDUAL G USER'S CHOICE(*) GLASS,GAUGE GATE y r PNEUMATIC SIGNAL FOS FAST-OFF-SLOW SET LETTER(USED WHEN THERE VIEWING DEVICE (A) TOTAL OF 2 SIGNALS FOSA FAST-OFF-SLOW-AUTO ARE MULTIPLE DEVICES WITH THE H HAND(MANUAL) HIGH (B) 3 TYPICAL SETS OF FOSR FAST-OFF-SLOW-REMOTE SAME UNIT NUMBER) X X X FILLED SYSTEM SIGNAL 2 SIGNALS EACH. I J CURRENT(ELECTRICAL) INDICATE FP-W-X FIELD PANEL NO.WX(W=UNIT PROCESS NUMBER X=PANEL NUMBER) UNIT NUMBER POWER SCAN TOTAL OF 6 SIGNALS. FR FORWARD-REVERSE K TIME,TIME SCHEDULE TIME RATE CONTROL STATION L L L HYDRAULIC SYSTEM SIGNAL T Y HOA HAND-OFF-AUTO OF CHANGE 1 HOR HAND-OFF-REMOTE L LEVEL LIGHT(PILOT) LOW roJ f - — / CONNECTING LINES ISR INTRINSICALLY SAFE RELAY LOOP NUMBER —o—-o- DATA LINK LEL LOWER EXPLOSIVE LIMIT M MOTION MOMENTARY MIDDLE, LOS LOCKOUT STOP INTERMEDIATE N TORQUE USER'S CHOICE(*) USER'S CHOICE(*) USER'S CHOICE(*) LR LOCAL-REMOTE O USER'S CHOICE(*) ORIFICE,RESTRICTION I MA MANUAL-AUTO Q) I- — — NON-CONNECTING MC MODULATE-CLOSE DIGITAL SYSTEM INTERFACES P PRESSURE,VACUUM POINT CONNECTION I LLINES MCC-X MOTOR CONTROL CENTER NO.X Q QUANTITY INTEGRATE, MSC MANUFACTURER SUPPLIED CABLE A ANALOG INPUT WHERE X= TOTALIZEOC OPEN-CLOSE(D) A = ALARM R RADIATION RECORD OR PRINT INTERFACE SYMBOLSOCR OPEN-CLOSE-REMOTE - V ANALOG OUTPUT H = MAINTAINED S SPEED,FREQUENCY SAFETY SWITCH OCA OPEN-CLOSE-AUTO Q x M = MOMENTARY S = STATUS 00 ON-OFF ON-OFF-AUTO DISCRETE INPUT T TEMPERATURE OOA U MULTIVARIABLE TRANSMIT MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V x DISCRETE OUTPUT V VIBRATION,MECHANICAL VALVE,DAMPER, OOR ON-OFF-REMOTE ANALYSIS LOUVER I S ' f ® D > ORP OSC OXIDATION OPEN-STOP-CREDUCTOSE ION POTENTIAL GENERAL INSTRUMENT W WEIGHT,FORCE WELL pH HYDROGEN ION CONCENTRATION I OR FUNCTIONAL SYMBOLS X UNCLASSIFIED(+) XAXIS UNCLASSIFIED(+) UNCLASSIFIED(+) UNCLASSIFIED( ) PLC PROGRAMMABLE LOGIC CONTROLLER Y EVENT,STATE OR Y AXIS RELAY,COMPUTE, =PROCESS INTERFACE RIO REMOTE I/O UNIT PRESENCE CONVERT RM-X REMOTE MULTIPLEXING MODULE NO.X Z POSITION Z AXIS DRIVE,ACTUATOR, 1 UNCLASSIFIED FINAL \ / =SIGNAL INTERFACE RTU-X REMOTE TELEMETRY UNIT NO.X 1 FIELD MOUNTED SF SLOWER-FASTER CONTROL ELEMENT SS START-STOP TABLE BASED ON THE INSTRUMENTATION,SYSTEMS,AND AUTOMATION SOCIETY(ISA)STANDARD. W =SOURCE UNIT PROCESS NO.(1 OR 2 DIGITS) SSC SUPERVISORY SET POINT CONTROL REAR-OF-PANEL MOUNTED (+) WHEN USED,EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL.SEE ABBREVIATIONS AND LETTER SYMBOLS. TCL2 TOTAL CHLORINE RESIDUAL (OPERATOR INACCESSIBLE) A =INTERFACE NO.(2 DIGITS) TOC TOTAL ORGANIC CARBON (*) WHEN USED,DEFINE THE MEANING HERE FOR THE PROJECT TOD TOTAL OXYGEN DEMAND I D =DESTINATION DRAWING NO. TURB TURBIDITY PANEL MOUNTED VHC VOLATILE HYDROCARBONS (OPERATOR ACCESSIBLE) SPECIAL CASES S =SOURCE DRAWING NO. VIB VIBRATION A DIFFERENCE —— E SUM I MCC MOUNTED \ 00 X MULTIPLY ON AND OFF EVENT LIGHTS J PROCESS OR SIGNAL LINE o-— —-_4,4J DIVIDE / yL \ CONTINUATION N=1,2,3,ETC f(x) CHARACTERIZED X N RAISE TO THE Nth POWER COMPUTER FUNCTION 00 ON-OFF HAND SWITCH.MAINTAINED CONTACT SWITCH J-- SQUARE ROOT AVG AVERAGE N PLC FUNCTION OSS (CONTROLLED DEVICE WILL RESTART ON RETURN OF INTERFACE TO OR FROM POWER AFTER POWER FAILURE). % PROCESS EXTERNAL TO f ' <1 REPEAT OR BOOST PROJECT SELECT HIGHEST SIGNAL SELECT LOWEST SIGNAL w `� STOP-START HAND SWITCH MOMENTARY CONTACT SWITCHES } BIAS (CONTROLLED DEVICE WILL NOT RESTART ON RETURN OF POWER AFTER POWER FAILURE). % GAIN OR ATTENUATE p1=1 SHARED DISPLAY, a SHARED CONTROL TRANSDUCERS ACCESSORY DEVICES SELF CONTAINED VALVE & GENERAL NOTES 0 N A ANALOG I CURRENT EQUIPMENT TAG NUMBERS 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK(X)ARE EXAMPLE: TRANSMITTER AS AN ACCESSORY TO BE PROVIDED AS PART OF A PACKAGE SYSTEM. Lii D DIGITAL P PNEUMATIC TO A FLOW ELEMENT W =UNIT PROCESS NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK(**)ARE 8 E VOLTAGE TO BE PROVIDED UNDER DIVISION 16,ELECTRICAL. F PF PULSE FREQUENCY FT A ALARM W-D-X-Y D: ARV =AIR RELEASE VALVE C = CONTROLLER I 3. THIS IS A STANDARD LEGEND. THEREFORE,NOT ALL OF THIS INFORMATION I F FREQUENCY AVRV =AIR AND VACUUM RELEASE VALVE a PD PULSE DURATION MAY BE USED ON THIS PROJECT. c H HYDRAULIC T'.._-, I INDICATOR E =EJECTOR R RESISTANCE R = RECORDER G =GATE '? S = SWITCH M =MECHANICAL EQUIPMENT EXAMPLE: T = TRANSMITTER P =PUMP T =TANK ' vpl Fy X = UNCLASSIFIED Fy 1/p CURRENT TO PNEUMATIC TRANSDUCER(BACK OF X =LOOP NUMBER �l PANEL,IN A FLOW LOOP) Y =UNIT NUMBER ��E�PR(jFi�Jn 0 . *Ai See. t/ o IDRN: MEN oA E:o CLEAN WATER SERVICES SHEET TITLE. GENERAL SHEET:4 oF:80 DWG 71: f DSN: JAN DWG it 001-G-004 THIS BAR IS DURHAM AWWTF PLOT MAY 2012 s° INSTRUMENTATION AND CONTROL DATE: �n�3zr la 9 �;; Service.S CH2MHILL PHASE 5D1 OO1-G-004 ",9Fro0 CHK: JDK CAD FILES: ONE INCH WHEN LEGEND-1 PLca: IZ 001-G-004_5D1_409421.dgra DRAWING IS Our commitment isclear PRELIMINARY SOLIDS SPD LCC SCALE: AS SHOWN FULL SCALE. Hwy. OregonHANDLING MODIFICATIONS �1S Exp' 6-30-2013 11 REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hillsboro, 97123-9379 ZiS9, 6471 IVALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS - - GATE -4 PRESSURE RELIEF NOTE: XX:AS ADJUSTABLE SPEED DIAPHRAGM SEAL 120 120 VOLT,60 HZ POWER CS-1 CONSTANT SPEED(SINGLE SPEED) K CS-2 CONSTANT SPEED(TWO SPEED) -Do-- KNIFE GATE AIR AND/OR VACUUM RELEASEJo( -I 1l I- BUTTERFLY480V-,,, 480 VOLT,60 HZ POWER CENTRIFUGAL PUMP --�V�-► PROGRESSIVE SUBMERSIBLE _/r REGULATED SIDE II f BLIND FLANGE (DRY PIT) XX CAVITY PUMP SUMP PUMP -Doi- GLOBE PRESSURE CONTROL Vi. I -- - BALL XX MULTI-PORT VALVES AIR GAP ANNULAR DIAPHRAGM SEAL (/(�j ►• CENTRIFUGAL WET PIT COMPRESSOR V PUMP OR TURBINE PUMP (CENTRIFUGAL) VACUUM PUMP -DK- VEE-BALL (GATE VALVE SHOWN.FOR OTHER �/ VALVE TYPES,APPROPRIATEV - - PLUG VALVE SYMBOL SHOWN.) Y VENT TO ATMOSPHERE RUPTURE DISK(PRESSURE) RECIPROCATING OR SEAT PORTS ARE IMPLIED BY INDICATED FLOW PATTERN. -r METERING PUMP COMPRESSOR �► ROTARY PUMP SEACCENTRIC T PORT PLUG XX (POSITIVE DISPLACEMENT) T T (PISTON) EXX if -17 N- DIAPHRAGM ANGLE GATE AERATOR IIIRUPTURE DISK(VACUUM) v�� DIAPHRAGM PUMP dhb - - PINCHXX BR OAN � SCREW PUMP Q TELESCOPE PLUG PIG INSERT POINT GEAR PUMP OR BLOWER O (CENTRIFUGALOWER FL) `� I -- - NEEDLE o- SAMPLE (POSITIVE DISPLACEMENT) • - Q- SWING CHECK 0 MUD RECEPTACLE - OR® PIG CATCH POINT ± EJECTOR \�1 l --.41-► PISTON PUMP -1,0 H BALL CHECK XX E , SELF CONTAINED MIXER PRESSURE REGULATING(CLAY-TYPE) AIR SUPPLY I\I\I BACKFLOW PREVENTER E , C:•<3 -lOF- ROTARY SD COMPOSITE SAMPLER (DIPPER TYPE) Ivl O ELECTRIC MOTOR BALANCING VALVE D I ® COMPOSITE SAMPLER (SUCTION TYPE) TV] TV MONITOR GATE SYMBOLS pl TV CAMERA A f-o'AND C� LOGIC ELEMENT: LOGIC IF A D NOT B THEN C O SLUICE C � FABRICATED SLIDE E ] STOP LOG O BUTTERFLY IVI FLAP — I � OR INTERLOCK.SEE �� OR C� LOGIC AORB THEN ELEMENT: FLOW STREAM IDENTIFICATION CONTROL DIAGRAMS C ACTUATOR SYMBOLS ARD ACID RESISTANT DRAIN 0 COND CONDENSATE DRAIN XX PNEUMATIC DIAPHRAMQ D DRAIN(PROCESS) SPRING-OPPOSED,SINGLE OR o f VALVE POSITIONER OF Of FLUSHING CONNECTION DCF DEWATERING CENTRIFUDGE FEED DOUBLE ACTING Fr DF DIGESTER FEED I XX PNEUMATIC CYLINDER T DG DIGESTER GAS SINGLE OR DOUBLE ACTING I MANUAL © PURGE SET DSLF DIGESTED FEED SLUDGE ACTUATED BY ONE INPUT X A =AIR HOSE ADAPTOR FA FOUL AIR XX HPA HIGH PRESSURE AIR OXX O SEE O © SEAL WATER SET HPNPW HIGH PRESSURE NON-POTABLE WATER M ELECTROHYDRAULIC HWR HOT WATER RETURN ELECTRIC MOTOR f C®0 I�I tL___21-111NGS HONATUA T TEAL G GR AS e XX AIR SET DIAPHRAGM,DIFFERENTIAL XX=SUPPLY PRESSURE SIGHT GLASS NPW NON-POTABLE WATER T XX PRESSURE IN PSIG. OD OVERFLOW DRAIN 7OF OVERFLOW il FFLCPLLLX / PW POTABLE WATER SOLENOID NOTE: IC PRIMARY II __ PALCONT1D PSC PRIMARY SCUM I ON SAME OR OTHER RSL RECIRCULATED SLUDGE XX ON LOSS OF PRIMARY POWER(PNEUMATIC,ELECTRICAL FILTER/ DRAWING SAN SANITARY SEWER Y OR HYDRAULIC) REGULATOR/ SD STORM DRAIN HYDRAULIC XX: FO=FAIL OPEN GAUGE SET PANEL OUTLINE TSL THICKENED SLUDGE FC=FAIL CLOSED V VENT I a L,-,,,1 FLEXIBLE CONNECTOR PANEL NAME FLP=FAIL TO LAST POSITION WST WASTE DRAIN co oM PRIMARY ELEMENT SYMBOLS 0 ei PULSATION DAMPENER T( U SKIMMING MECHANISM IIo . PARSHALL FLUME ULTRASONIC DE DENSITY METER a © FLOWMETER �/ FILTER riTi 'J, SCREW WEIR © ELECTROMAGNETIC / XX L FLOWMETER ii GENERIC � tO —1�I-� ORFICE PLATE I I DRIP TRAP ® SCREW CONVEYOR Io w PROPELLER OR N TURBINE METER LE Lii - FLOW TUBE LEVEL(ULTRASONIC) O FLAME TRAP INLINE SILENCER Qo 1 THERMAL FLOWMETER Io J PITOT-STATIC Fc-I STRAINER �/ PIPE CAP a y FI ROTAMETER LIT LEVEL(RADAR) D VORTEX METER - II)) HORN/STROBE CALIBRATION COLUMN T o LER LEVEL(SUBMERSIBLE f_S) LEVEL FLOAT II I PRESSURE) (FLOAT) 4I INTRINSICALLY SAFE BARRIER IS INTRINSICALLY SAFE RELAY T (BUBBLER TUBE) X0.0 PROF/ff I• LEVEL s „„ Off. O pE o DRN: MEN °R'° simm CLEAN WATER SERVICES SHEET TITLE: SHEET:CJ OF:6`D DWG#: / r' -« '"'- DATE: GENERAL DON: JAN DWG*: 001-G-005 �+�� DURHAM AWWTF INSTRUMENTATION AND CONTROL DATE: MAY 2012 F L«,o`Q%6 THIS BAR IS aeanWater Services C H2M H ILL PHASE 5D1 LEGEND-2 001-G-005 `ger o Kai W CAD FILE#: ONE INCH WHEN PLC#. Z CHK JDK 001-0-005_5D1_409421.dg■ DRAWING IS Our commitment is clear PRELIMINARY SOLIDS ' w FULL SCALE. cws 6471 1 EXP,6-30-2013 I APPD:LCC SCALE: AS SHOWN REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS LL I DESIGN CRITERIA CONCRETE REINFORCING DEFERED SUBMITTALS 1. APPLICABLE CODE: 2009 INTERNATIONAL BUILDING CODE(IBC),AS AMENDED BY THE 1. MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS: 1. DEFERED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED STATE OF OREGON AND ALL OTHER APPLICABLE LOCAL AGENCIES. AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE WALL THICKNESS REINF EACH WAY LOCATION PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND 6" #4@12" CENTERED OF THE WORK. REQUIREMENTS. 8" #5@12" CENTERED 10" #4@12" EACH FACE 2.THE FOLLOWING ISA LIST OF DEFRERED SUBMITTALS PER IBC THAT ARE EXPECTED 12" #5@12" EACH FACE TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION WHERE L IS THE MEMBER'S SPAN LENGTH FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE PRIORISTTOUION INSTALLATIONSTE , OF THE INDICATED ITSSTRANCHOR GE,SUBMITELEMUBEQUIPMENT,TEQ DISTRIBUTION SYSTEM,OR COMPONENT OR ANCHORAGE, THE REQUIRED 3. WIND LOAD: REQUIRED BY THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS. CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE. BASIC WIND SPEED(3 SECOND GUST) =94.5 MPH EXPOSURE =C 2. CLEARANCE FOR REINFORCEMENT BARS,UNLESS SHOWN OTHERWISE,SHALL BE: SPECIFICATION OCCUPANCY CATEGORY =111 WHEN PLACED ON GROUND: 3" SECTION ITEM I =1.15 INTERIOR,DRY,HUMIDITY CONTROLLED AREAS: WALLS,SLABS AND JOISTS 3/4" 01612 SEISMIC ANCHORAGE AND BRACING I COMPONENTS AND CLADDING DESIGNED FOR WIND PRESSURE IN BEAM STIRRUPS AND COLUMN TIES 11/2" 11324 SLUDGE GRINDERS ACCORDANCE WITH ASCE 7-05. SEE DRAWINGS FOR DESIGN WIND ALL OTHER CONCRETE SURFACES 2" PRESSURES FOR EXTERIOR COMPONENT AND CLADDING MATERIALS. 15060 PIPING SUPPORT SYSTEMS 3. 90 DEGREE BENDS,UNLESS OTHERWISE SHOWN,SHALL BE ACI 318 STANDARD HOOKS. OTHER ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL 4. SEISMIC LOAD: SPECIFICAITION REQUIRES SUBMITTAL OF EQUIPMENT MAPPED SPECTRAL RESPONSE ACCELERATIONS 4. REINFORCEMENT BENDS AND LAPS,UNLESS OTHERWISE NOTED,SHALL SATISFY THE OR ANCHORAGE SYSTEM CALCULATIONS Ss =0.93 g FOLLOWING MINIMUM REQUIREMENTS: Si =0.34 g SITE CLASS =D OCCUPANCY CATEGORY =III SEISMIC DESIGN CATEGORY =D CONCRETE DESIGN STRENGTH=4,000 PSI** GRADE 60 REINFORCING STEEL I =1.25 BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 LAP SPLICE LENGTH SPACING<6" TOP BAR * 1'-4" 2'-0" 3'-0" 4'-0" 5'-10" 6'-8" 7'-7" 8'-6" 9'-5" GENERAL INFORMATION OTHER BAR 1'-4" 1'-7" 2'-4" 3'-1" 4'-6" 5'-2" 5-10" 6'-7" 7'-3" 1. FOR ABBREVIATIONS NOT LISTED,SEE ASME Y14.38"ABBREVIATIONS AND ACRONYMS: SPACING?6" TOP BAR * 1'4" 1'-6" 2'-0" 2'S" 3'-6" 4'-0" 5'-0" 6'-2" 7'-5" I PUBLICATION AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS OTHER LENGTH BAR 1'-0" 1'4" 1'-7" 1'-10" 2'-9" 3'-1" 3'-10" 4'-9" 5'8" (ASME). EMBEDMENT 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SPACING<6" TOP BAR * 1'-0" 1'-7" 2'-4" 3'-1" 4'-6" 5-2" 5-10" 6'-7"_7'-3" SITUATIONS OCCURRING THROUGHOUT THE PROJECT,WHETHER OR NOT THEY ARE OTHER BAR 1'-0" 1'-3" 1'-9" 2'-5" 3'-6" 4'-0" 4'-6" 5-1" 5-7" INDIVIDUALLY CALLED OUT. SPACING>6" TOP BAR * 1'-0" 1'-3" 1'-7" 1'-10" 2'-9" 3'-10" 4'-9" 5-8" I 3. DETAILING AND DIMENSIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON OTHER BAR 1'-0" 1'-0" 1'-3" 1'-5" 2'-1" 2'-5" 3'-0" 3'-8" 4'-5" AS-BUILT DESIGN DRAWINGS,AND DO NOT NECESSARILY REPRESENT THE * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO FABRICATION OF ADJACENT SINGLE POUR.HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. FRAMING OR CONNECTIONS OR SUPPORTS THAT ARE AFFECTED BY THE EXISTING STRUCTURE. I 4. VERIFY FINAL OPENING DIMENSIONS IN WALLS,SLABS,AND DECKS WITH OTHER CONCRETE DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. 5. FOR NUMBER,TYPE,SIZE,ARRANGEMENT,AND/OR LOCATION OF EQUIPMENT PADS SEE 1. 28 DAY CA CONCRETE STRENGTHS: OTHER DISCIPLINE DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO TYPICCALAL::PLACE 4000 PSI IPLACING SLABS,WALLS AND FOUNDATIONS. COORDINATE PIPING OPENINGS WITH 2. CONCRETE SHALL HAVE A MAXIMUM WATER TO CEMENTITIOUS RATIO OF 0.45. OTHER DISCIPLINE DRAWINGS. 6. STRUCTURAL MEMBERS SHALL NOT BE CUT OR MODIFIED FOR PIPES,DUCTS,ETC, 3. CEMENT SHALL BE ASTM C150 TYPE II. UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER. 4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4 INCH. I 7. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN 5. LIMIT ENTRAINED AIR TO 3%MAXIMUM. ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK,NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS,COORDINATION, 6. MINIMUM CEMETITIOUS CONTENT SHALL BE 560 POUNDS PER CUBIC YARD. SUPERVISION,OR SAFETY AT THE JOB SITE. 7. REINFORCING STEEL: TYPICAL: ASTM A615,GRADE 60 WELDED: ASTM A706,GRADE 60 SPECIAL INSPECTION AND TESTING 8. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1"MANUAL OF STANDARD PRACTICE" 1. SPECIAL INSPECTION(OWNER FURNISHED)IS REQUIRED IN ACCORDANCE WITH IBC AND ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE." SECTIONS 109 AND 1704 AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS PLAN. 9. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF OPENINGS,CURBS,DOWELS, w2. SPECIFIED CONCRETE TESTING DURING CONSTRUCTION WILL BE OWNER `r. FURNISHED. SPECIFIED LABORATORY TEST MIXES SHALL BE THE RESPONSIBILITY OF SLEEVES,CONDUITS,BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE. 10. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER THE CONTRACTOR. MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. Ili 2 I- FORMWORK, SHORING AND BRACING 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 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO N CONSTRUCTION ERECTION METHODS,BRACING,SHORING,RIGGING,GUYS, N SCAFFOLDING,FORMWORK,AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM di THE WORK SHOWN. 0 2. TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR O OR SLABS HAVE REACHED 80 PERCENT OF THE 28 DAY DESIGN STRENGTH AS a DETERMINED BY CYLINDER BREAKS. c a II CS10 r-VROF4t coCT(/R) il of ft'{GL Nig /I4 ,sarin C7ORIG SHEET TITLE: SHEET:6` OF:60 DWG R: Zi; IMMINENNII Dm: SDB CLEAN WATER SERVICES GENERAL '^� DATE: DURHAM AWWTF PLOT MAY 2012 oaeaaun 0 r� c ____ Y DATE: DSU: ALF Dwca: 001-G-006 THIS BAR IS �,Ij eanW Y Services C ■2M H I LL PHASE 5D1 - OO 1-G-006 `4 z++°° lglJ CAD FILE it ONE INCH WHEN PRELIMINARY SOLIDS STRUCTURAL NOTES- 1 PLC it "'��'x L `FtR�� CHK MTS 001-G-006_5D1_409421.dgpI Lir DRAWING IS Our commitment L clear z APPD:LCC SCALE: AS SHOWN FULL SCALE. REVS DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS PRI#: 6471 IEXP. 12312O13I LL 1 STATEMENT OF SPECIAL INSPECTIONS: TABLE 1 GENERAL NOTES TESTING FOR REQUIRED SPECIAL INSPECTION 1 1. THE STATEMENT OF SPECIAL INSPECTIONS DRAWINGS PROVIDE PROJECT COMPLIANCE REQUIRED WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE(IBC)CHAPTER 17 FOR REPORTING TO SPECIAL INSPECTION,STRUCTURAL OBSERVATION,AND TESTING FOR WIND AND SEISMIC DESIGNATED RESISTANCE AS APPLICABLE. EXCEPT WHERE OTHERWISE NOTED,THIS INSPECTION IS 2009 IBC CODE DISTRIBUTION OWNER FURNISHED. MATERIAL TYPE OR SCOPE STANDARD REFERENCE FREQUENCY BY WHOM LIST COMMENTS CONCRETE I SPECIAL INSPECTION CONCRETE STRENGTH ASTM C39 1704A,1905.6 ONCE EACH OWNER'S X DAY,BUT NOT TESTING 1. SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 TOGETHER LESS THAN AGENCY WITH LOCAL AND STATE AMENDMENTS. REFER TO THE TABLES CONTAINED ON THESE ONE SAMPLE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. FOR EACH 150 I CUBIC YARDS 2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR OR 5,000 SFT AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED ACCREDITED OF WALLS OR INDEPENDENT AGENCY. THE OWNER WILL SECURE AND PAY FOR THE SERVICES OF THE SLABS PLACED AGENCY TO PERFORM ALL SPECIAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL(ICC) CONCRETE SLUMP ASTM C143, 1704.4 ONE SAMPLE OWNER'S X CERTIFIED OR OTHERWISE APPROVED BY THE BUILDING OFFICIAL. C94 PER STRENGTH TESTING TEST AGENCY 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL CONCRETE AIR CONTENT ASTM C231, 1704.4 ONE SAMPLE OWNER'S X DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR C94 PER STRENGTH TESTING I FOR CORRECTION. TEST AGENCY 4• SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE ONE SAMPLE OWNER'S X ENGINEER,CONTRACTOR,BUILDING OFFICAL,AND OWNER WITHIN ONE WEEK OF CONCRETE TEMPERATURE ASTM C1064 1704.4 PER STRENGTH TESTING INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. INSPECTIONS FOR WHICH REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS TEST AGENCY I STATEMENT OF SPECIAL INSPECTIONS. REINFORCING STEEL PLACEMENT ACI 318 PRIOR TO FORM OWNER'S 5. AT THE CONCLUSION OF CONSTRUCTION,A FINAL REPORT DOCUMENTING REQUIRED CLOSURE OR TESTING X SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES WILL CONCRETE AGENCY BE SUBMITTED. PLACEMENT I I I I I 1 ; 4 Liiw 2 I0 O 1s N N W Q 0 1 ° a C cn N g (5 03C 5o�ti�0 PRQCf�q o ci Ng / I 6 t5,s A DRN: SDB E: CLEAN WATER SERVICES SHEET TITLE. GENERAL SHEET:7 OF:60 DWG II DURHAM AWWTF PLOT MAY °COQ DSN: ALF DWG#: 001-G-007 DATE 1 THIS BAR IS CH2M H I LL 001-G-007 'L CAD PaEx. ONE INCH WHEN ( SelviCes PHASE 5D1 STRUCTURAL NOTES-2 PLC �`4 ‘i's .1 z CHK: MTS 001-G-007_5D1_409421.dg' DRAWING IS Oar commitment is clear PRELIMINARY SOLIDS APPD:LCC SCALE AS SHOWN _1 FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS trust 6471 1 EXF' 12-31-2o13I 1 PIPE AND FITTING SYMBOLSVALVE SYMBOLS VALVE DESIGNATIONS DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE SINGLE LINE DOUBLE LINE MANUAL VALVES AND CHECK VALVES EXISTING PIPE P- ---_ 0 REDUCING BUSHING — BALANCING VALVE NEW PIPE D4 GATE -=111 Ii= -- f d —111— UNION K • • • 8 • Ii, • EXISTING PIPE TO BE ABANDONED I%< KNIFE GATE OR {_ SIZE OF VALVE...--.1-8" V 500 E�--------�-- [ CAP —�k I BUTTERFLY 1{: OR ��= VALVE DESIGNATION J --;_,_,.;.,.,.,.;.,.,.,i EXISTING PIPE TO BE REMOVED 5 ANCHOR I>4 GLOBE OR VALVE TYPE,SEE P() - -I- 8 WELDED JOINT —a vr— BALL OR1[4: SPECIFICATIONS 1+ ELBOW,90 DEGREE CONTROL VALVES in GROOVED END JOINTSEATING PORT —MOM CROSS ECCENTRIC PLUG 1[10r_ OR 8 FLANGED JOINT 4 PLUG OR COCK OR mg II� I TEE �_��T��r -{� MECHANICAL JOINT& mol t NEEDLE OR -Il�[_ VALVE FUNCTION PROPRIETARY RESTRAINED JOINT • :y I O�n' / ��°° 40 \ / 3 BELL&SPIGOT JOINT(LEADED) �I,®\ �( ELBOW,45 DEGREE /0501 • --V\) DIAPHRAGM _ ORla i�j\`n UNIQUE TAG NUMBER HUB&SPIGOT JOINT I II Ill PINCH 1*_ OR4llir NOTE: I! (RUBBER GASKET) 21111 101: I LATERAL �— SWING CHECK OR � SEE I&C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES. �II�=II� BALL JOINT ADAPTER SIDE 1101— BALL CHECK :J= OR 111: SELF-CONTAINED REGULATING VALVES (' f a - GROOVED END ADAPTER FLANGE HOSE VALVE(HV-X)OR(V-X) NOTES: X=NO.IN SPECS FLANGED COUPLING ADAPTER © SAMPLE 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE I•I MUD 20PRV0501 s FLEXIBLE COUPLING CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS. 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING CONTAINED VALVE SCHEDULE IN SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. PRESSURE RELIEF UNIQUE TAG NUMBER.SEE SELF- 4- ®I METAL BELLOWS EXP JOINT THE SPECIFICATIONS = 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED AIR AND/OR VACUUM RELEASE AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED. VALVE TYPE AND FUNCTON.SEE I&C &I ELASTOMER BELLOWS EXP JOINT REGULATED SIDE LEGENDS FOR FURTHER DEFINITIONS PROCESS OR FACILITY NUMBER. PRESSURE CONTROL(INTERNAL PILOT) 05=YARD c��l� O ELBOW UP REGULATED SIDE 95= OL BUILDING SEE CON R FOR PROCESS VALVES 1�j� PRESSURE CONTROL(EXTERNAL PILOT) �r Ci ELBOW DOWN MULTI-PORT VALVE, f��W ARROWS INDICATE FLOW PATTERN. {,{��} SEATING PORTS ARE IMPLIED BY �t 101 TEE UP INDICATED FLOW PATTERN. 1 -1111.11010*- ICI TEE DOWN 0 TELESCOPING SCUM VALVE w _II�(� LATERAL UP MECHANICAL LEGEND AND NOTES 3 GENERIC PIPING NOTES IW. --1 --- h- ICI LATERAL DOWN GATE SYMBOLS ACTUATOR SYMBOLS 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. v v 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN r` OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE v, p CONCENTRIC REDUCER ELEVATION VIEW PLAN VIEW n THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 'r ,=, PNEUMATIC DIAPHRAGM HYDRAULIC 3. FOR PIPING 4"AND LARGER IN DIAMETER,PROVIDE PIPE HANGERS AND PIPE SUPPORTS AS SHOWN.FOR PIPING SMALLER THAN 4"IN DIAMETER,CONTRACTOR SHALL DESIGN 'a mII�II�-- h ECCENTRIC REDUCER O SLUICE AND PROVIDE PIPE SUPPORT SYSTEMS AS SPECIFIED IN SECTION 15060,PIPING SUPPORT SYSTEMS. 4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER PNEUMATIC CYLINDER T MANUAL PIPING PASSES FROM A STRUCTURE TO BACKFILL. �� BUTTERFLY 5. ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH T THRUST PROTECTION AS SPECIFIED,UNLESS OTHERWISE NOTED. THRUST PROTECTION R 1SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. PIPING DESIGNATION M6.6. SYMBOLS,LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED wI FLAP ELECTRIC MOTOR THROUGHOUT THE DRAWINGS,WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING r EXAMPLE: 1I COMPONENTS ARE NECESSARILY USED IN THE PROJECT. 0 10"HWR -/ 7. ALL BURIED PIPING SYSTEMS THAT ARE REQUIRED TO BE PRESSURE TESTED PER THE r PIPING SCHEDULE IN THE DRAWINGS,SHALL BE INSTALLED WITH EVERY JOINT I I •I SHEAR ELECTRO HYDRAULIC RESTRAINED. FLANGED,WELDED AND SCREWED JOINTS ARE SELF-RESTRAINED JOINTS a I AND REQUIRE NO FURTHER RESTRAINT SYSTEM. BURIED DUCTILE IRON PIPING THAT IS 10"HWR REQUIRED TO BE RESTRAINED SHALL BE PROVIDED WITH RESTRAINED MECHANICAL I SERVICE,SEE DRAWING 001-G-009 JOINTS OR PROPRIETARY RESTRAINED JOINTS AS SPECIFIED. ALL OTHER ITEMS SUCH a FOR PIPING SCHEDULE AS COUPLINGS AND VALVES SHALL BE PROVIDED WITH A RESTRAINT SYSTEM. THRUST ✓ C FABRICATED SLIDE BLOCKS ARE NOT ALLOWED. PIPE DIAMETER - 8. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND l C 7 STOP LOG MECHANICAL EQUIPMENT. O 9. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE RIGID JOINT TYPE,UNLESS HI I OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN,A STANDARD .SOD NO* *! o FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER. S£,,c1"s�s 54H 3PE CLEAN WATER SERVICES SHEET TITLE: SHEET:$ OF:60 DWG • DRN: BDR OAO GENERAL DATE: OREQai oo DURHAM AWWTF PLaT DON: SWR DWG#: 001-G-008 THIS BAR IS ■ ■2M H I LL DATE: MAY 2012 '50'k 9.20 A Cu CAD FILE#: ONE INCH WHEN CIeanWate $erviCes PHASE 5D1 MECHANICAL LEGEND PLC#I : 001-G-0089F�T w.xtis CHB: JEG 001-G-008_5D1_409421.dg DRAWING IS Our commitmeet Ii clear PRELIMINARY SOLIDS W APPD:LCC SCALE: AS SHOWN FULL SCALE. wy, OregonHANDLING MODIFICATIONS Dw3 6471 LL REV# DATE BY APVR DESCRIPTION 2550 SW H7113boR)H Hillsboro, 97123-9379 PRS#: I EXP, 12-31--2012.1 I IPIPING SCHEDULE MATERIAL COLOR OF PIPE LABEL TEST SPECIFICATION FLOWSTREAM SERVICE SIZE(S) INSTALLATION (NOTE 4) LINING I COATING (Tnemec No.) BAND COLOR COLOR PRESSURE TEST TYPE SECTION REMARKS SIG) DF DIGESTER FEED ALL EXP CLDI CEMENT!N0.4 BROWN(AG12) NOTE 7 (P NOTE 7 15050 H 15200-01 RESTRAINED PIPING SYSTEM DG DIGESTER GAS ALL EXP SST BARE/BARE NA NOTE 7 NOTE 7 15 P 15200-08 RESTRAINED PIPING SYSTEM DSL DIGESTED SLUDGE ALL EXP CLDI CEMENT/NO.4 BROWN(AG12) NOTE 7 NOTE 7 150 H 15200-01 RESTRAINED PIPING SYSTEM FF FOG FEED <4" EXP SST BARE!BARE NA 150 H 15200-08 RESTRAINED PIPING SYSTEM HWS,HWR HOT WATER SUPPLY AND RETURN ALL EXP(INDOORS) STL BARE/PRIMED NA(Insulation Jacket) NOTE 7 NOTE 7 150 H 15200-03 INSULATED,RESTRAINED PIPING SYSTEM HPNPW HIGH-PRESSURE NON-POTABLE ALL EXP PVC BARE/NO.25 - NOTE 7 NOTE 7 > 150 H 15200-10 RESTRAINED PIPING SYSTEM ® EXP SST BARE/BARE _ TUBING. USE ONLY WHERE SST IS INDICATED ON THE DRAWINGS. NPW NON POTABLE WATER <4" 150 H ALL CU BARE/NO.10 AND NO.4 NOTE 7 NOTE 7 15200-13 RESTRAINED PIPING SYSTEM PSC PRIMARY SCUM ALL EXP GLDI GLASS/NO.4 BROWN(AG12). NOTE 7 NOTE 7 150 H 15200-01 RESTRAINED PIPING SYSTEM RSL RECIRCULATED SLUDGE ALL EXP CLDI CEMENT!NO.4 BROWN(AG12) NOTE 7 NOTE 7 150 H 15200-01 RESTRAINED PIPING SYSTEM TEL THICKENED SLUDGE ALL EXP �� CEMENT/NO.4 BROWN(AG12) NOTE 7 NOTE 7 150 H 15200-01 RESTRAINED PIPING SYSTEM SUB CEMENT!NO.2 - V VENT ALL EXP PVC BARE/NO.25 BLACK NOTE 7 NOTE 7 PC H 15200-10 WST WASTE DRAIN >=2" EXP • CISP BARE/NO.4 BLACK NOTE 7 NOTE 7 PC H 15200-03 i . XX DR DRAIN )0<=PRIMARY SERVICE(NOTE 1) XXN VENT XX=PRIMARY SERVICE(NOTE 1) I I NOTES: 1. WHERE PIPING CARRIES TWO OR MORE SERVICE DESIGNATIONS,THE PIPING MATERIAL SHALL CONFORM TO THE MATERIAL OF THE FIRST SERVICE LISTED. m. 2. SIZES MEASURED IN INCHES "ALL" REFERS TO ALL SIZES ">" GREATER THAN "<" LESS THAN "<=" LESS THAN OR EQUAL TO ">=" GREATER THAN OR EQUAL TO 3. ALL: REFERS TO ALL INSTALLATIONS BUR: BURIED EMB: EMBEDDED(IN CLSM OR CONCRETE) i EXP: EXPOSED(INDOORS OR OUTDOORS) SUB: SUBMERGED 4. CISP: CAST IRON SOIL PIPE CLDI: CEMENT LINED DUCTILE IRON CU: COPPER a GLDI: GLASS LINED DUCTILE IRON a o HDPE: HIGH-DENSITY POLYETHYLENE PVC: POLYVINYL CHLORIDE iu SST: STAINLESS STEEL 2 STL: STEEL(MILL TYPE) IIr a 5.SYSTEM NO.: IN ACCORDANCE WITH SPECIFICATION SECTION 09900,PAINTING AND COATING. CEMENT(CLDI):AWWA C104 MORTAR LINING POLY: POLYETHYLENE WRAP I E TAPE: TAPE WRAP 6.PRESSURE MEASURED IN PSI N G: GRAVITY TEST TO HIGHEST LIQUID LEVEL THAT PIPE WILL BE SUBJECTED TO id H: HYDROSTATIC TEST TO INDICATED PRESSURE o P: PNEUMATIC TEST TO INDICATED PRESSURE Io PC: TEST PER CURRENT UNIFORM PLUMBING CODE c 7.BAND AND LABEL PIPING PER SECTION 10400,SIGNAGE. co v I0 �I pn 0 CCI g*.1 Wro4,Ac/ O Q. 5A803FE Q C� ORIG SHEET TITLE: SHEET:9 OF:6`O DWG#: �✓ :..6\-- .....oRN: BDR w,TE: CLEAN WATER SERVICES GENERALoneaDURHAM AWWTF PATEMAY2012 a kr �P�'aw 11 zs DSN: gWR DWG# 001-G-009 THIS BAR IS (lces PHASE 5D1 °ATE 001-G-009gFxr WF cHc JEG CAD FILE# ONE INCH WHEN CH2MHILL PIPING SCHEDULE PLC it: Iz 001-G-009_5D1_409421.dg I DRAWING IS Our commitment Is clear PRELIMINARY SOLIDS J APPD LCC SCALE: AS SHOWN FULL SCALE. DESCRIPTION 2550 SWHiIlsboroHillsboro,0 on 97123-9379 HANDLING MODIFICATIONS „, 6471 I EXP. 12-31-20121 LL REV# DATE BY APVRHwy. 1 I SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS ONE LINE DIAGRAMS-1 ONE LINE DIAGRAMS-2 CONTROL DIAGRAMS-2 ABBREVIATION DESCRIPTION 1-1 CIRCUIT BREAKER,THERMAL MAGNETIC TRIP SHOWN, A AMPERE,AUTOMATIC I 400 �— NON DRAWOUT FUSED SWITCH,MEDIUM VOLTAGE —0___I I___o— REMOTE DEVICE AC ALTERNATING CURRENT 3 POLE,UNO AFD ADJUSTABLE FREQUENCY DRIVE AFF ABOVE FINISHED FLOOR AS AT CIRCUIT BREAKER,STATIC TRIP UNIT,SENSOR AMP MEDIUM VOLTAGE CABLE STRESS CONE TYPE 0•143, TIME DELAY RELAY CONTACT,NORMALLY OPEN, AFG ABOVE FINISHED GRADE AF Dr AF TRIP AND FRAME RATINGS SHOWN,3 POLE,UNO TERMINATION,OPEN TERMINATOR OR ELBOW CLOSES WHEN ENERGIZED AND TIMED OUT ATS AUTOMATIC TRANSFER SWITCH I n TIME DELAY RELAY CONTACT,NORMALLY CLOSED, BFG BELOW FINISHED GRADE 100/M CIRCUIT BREAKER,MAGNETIC TRIP ONLY,TRIP 0 TERMINAL BLOCK LUG OPENS WHEN ENERGIZED AND TIMED OUT BKR BREAKER RATING SHOWN,3 POLE,UNO —� DELTA CONNECTION also TIME DELAY RELAY CONTACT,CLOSES WHEN ENERGIZED, C CONDUIT,CONTACTOR,CONDUCTOR,CLOSE �lr— FUSED SWITCH,SWITCH AND FUSE CURRENT RATING yf� OPENS WHEN DE-ENERGIZED AND TIMED OUT CAP. CAPACITOR 400 225 INDICATED,3 POLE,UNO CB CIRCUIT BREAKER TIME DELAY RELAY CONTACT,OPENS WHEN CLE CURRENT LIMITING FUSE �_ ENERGIZED,CLOSES WHEN DE-ENERGIZED AND SWITCH,CURRENT RATING INDICATED,3 POLE,UNO Yy WYE GROUNDED CONNECTION,SOLID GROUND CPT CONTROL POWER TRANSFORMER 100 TIMED OUT CR CONTROL RELAY ,,rIT CT CURRENT TRANSFORMER,CABLE TRAY — 1-11 FUSE,CURRENT RATING AND QUANTITY INDICATED BUSHING CURRENT TRANSFORMER,MULTI-RATIO `rU 110 MOTOR SPACE HEATER 60 (3) 800/1200:5 AND QUANTITY INDICATED DC DIRECT CURRENT (3) 0 TERMINAL BLOCK,REMOTE DWG DRAWING I___xx___ NEMA SIZE IINGNETIC DCATED,TERITH FVNRVUNO CONTROL DIAGRAMS-1 E EMPTY O EX,EXST EXISTING TERMINAL BLOCK,INTERNAL -I AFD ELECTRONIC STARTER/SPEED CONTROL —" PUSH-BUTTON SWITCH,MOMENTARY CONTACT, F,FU FUSE NORMALLY OPEN FREQ FREQUENCY I RVSS=REDUCED VOLTAGE SOFT STARTER I —1:0:1 FUSE,RATING INDICATED AFD=AC ADJUSTABLE FREQUENCY DRIVE —Q-I--D-- PUSH-BUTTON SWITCH,MOMENTARY CONTACT, G DC=DC ADJUSTABLE SPEED DRIVE NORMALLY CLOSED l CPT GNDGROUND I GROUND GROUND FAULT CIRCUIT INTERRUPTER HAND OFF REMOTE SELECTOR SWITCH-MAINTAINED CONTACT-CHART ( '� TRANSFORMER,CONTROL POWER HH HANDHOLE IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY: 120V I t CABLE OR BUS CONNECTION POINT XOO HOA HANDEPO AUTO POSITION HP HORSEPOWER 00X CKT HAND OFF REMOTE X-CLOSED CONTACT GROUND SYSTEM PLAN HS HZ HAND HERTZ SWITCH aK KEY INTERLOCK 1 X O O O-OPEN CONTACT 2 0 0 X ® GROUND ROD IC INTERRUPTING CAPACITY S SURGE ARRESTER(GAP TYPE) GROUND ROD IN TEST WELL J,JB JUNCTION BOX © „6--.o._ TOGGLE SWITCH,ON-OFF TYPE — — MOTOR,SQUIRREL CAGE INDUCTION- HORSEPOWER INDICATED ON` OFF KA KILOAMPERES —G — GROUNDING CONDUCTOR,SIZE AS INDICATED EV KILOVOLT \Y/¢-- INA KILOVOLT AMPERES SELECTOR SWITCH,ON-OFF TYPE KVARI KILOVOLT AMPERES-REACTIVE VS GROUND ROD TO CABLE KW KILOWATTS • O ANALOG METER WITH SWITCH-SCALE RANGE SHOWN —01 GT LP LIGHTING(INSTRUMENTATION)PANELBOARD 0-600V V=VOLTAGE KW=KILOWATTS -0 0— MUSHROOM HEAD SWITCH —ini— FLEXIBLE GROUND STRAP A=AMPERAGE KVAR=KILOVARS M MAGNETIC CONTACTOR COIL, I ,,pp,, CABLE TO TOP OF GROUND ROD MOTOR,MANUAL PF=POWER FACTOR GRA MCC MOTOR CONTROL CENTER A INDICATING LIGHT,PUSH-TO-TEST,LED TYPE, Dp� LETTER INDICATES COLOR MH MANHOLE,METAL HALIDE,MOUNTING HEIGHT A-AMBER G-GREEN S-STROBE O� PIGTAIL FOR CONNECTION TO EQUIPMENT MIN MINIMUM �.. DIGITAL POWER METER(MULTIFUNCTION) B-BLUE R-RED J CABINET OR FRAME MSC MANUFACTURER SUPPLIED CABLE C-CLEAR W-WHITE G EQUIPMENT GROUND BUS NC NORMALLY CLOSED I GROUND NIC NOTR IN CONTRACT N EQUIPMENT NEUTRAL BUS N.O. NORMALLY OPEN 4812 0.120/240V ETM I ELAPSED TIME METER NTS NOT TO SCALE 18- OL OVERLOAD RELAY 1 PH TRANSFORMER,SIZE,VOLTAGE RATINGS, O MOTOR STARTER CONTACTOR COIL '� AND PHASE INDICATED PB PULL BOX i 1/4.A.IAJ e RELAY,X INDICATES NUMERICAL ORDER IN CIRCUIT PP POWER PANELBOARD RIGID GALVANIZED STEEL CONDUIT A^,, SHIELDED ISOLATION TRANSFORMER RGS '-T-, X TIME DELAY RELAY,X INDICATES NUMERICAL ORDER IN CIRCUIT SPD SURGE PROTECTIVE DEVICE SS START/STOP I 048� 0 120V POTENTIAL TRANSFORMER,VOLTAGE RATING SSMS SOFT-START MOTOR STARTER AND QUANTITY INDICATED --I I CONTACT-NORMALLY OPEN SST STAINLESS STEEL(TYPE 316) (3) SV SWGR SOLENOID SWITCHGEAR VE Lb .F{ CONTACT-NORMALLY CLOSED TC TRAY CABLE 2 100:5 CURRENT TRANSFORMER,RATIO(100:5)AND TYP TYPICAL (3) QUANTITY INDICATED(3) I O UON UNLESS OTHERWISE NOTED ® CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER DIVISIONS.RACEWAY,CONDUCTOR AND CONNECTION V VOLTAGE,VOLTS IN THIS DIVISION VFD VARIABLE FREQUENCY DRIVE KA W WATTS ,.(-) WP WEATHERPROOF II N N w XFMR TRANSFORMER 0 t- Ib a c NOTES: 0 v, 1. THESE ARE STANDARD LEGEND SHEETS.SOME SYMBOLS AND ABBREVIATIONS iir MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS. � 2. CD URAUARCHITECTURAL)SEE OTHERDITIONAL ABBREVIATIONS FRILEGENDS.S(HVAC,MECHANICAL,AND I STR oi e&lc0 PROFef oR DRH: GJL E:I CLEAN WATER SERVICES SHEET TITLE: GENERAL SHEET:10 OF:60 DWG B. + T BS1. E DSH: RSH DWG 0: 001-G 010 DURHAM AWWTF DATE MAY 2012 r A"¢' 2 THIS WHEN CleanW�ater Services C H 2M H I LL 001-G-010 PHASE 5D1 ELECTRICAL LEGEND-1 PLC e: 44'S. ,NA W CHH: MSM CA 1-0-0 ONE INCH Oar commitment U clear 001-G-010_5D1_409421.dg DRAWING IS PRELIMINARY SOLIDS w FULL SCALE. PPRR.I# 6471 I EXP. C6-30-2013 1 .., HEED.LCC SCALE: AS SHOWN REV ft DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, HANDLING MODIFICATIONS LL ISYMBOL 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. CONVENIENCE RECEPTACLE-DUPLEX UNLESS NOTED RACEWAY,CONDUCTOR,TERMINATION AND CONNECTION 2 OTHERWISE MCC-A IN THIS DIVISION. WP-WEATHERPROOF C-CLOCK HANGER POWER CIRCUIT CALLOUTS COMMUNICATIONS CIRCUIT CALLOUTS //� 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] [P231 [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 T PANELBOARD-SURFACE MOUNTED L2OR J [1 1/4"C,2-CAT 6] 111 LPXXA 20 0 RECEPTACLE,SPECIAL PURPOSE-NEMA CONFIGURATION [P3] [3/4"C,3#12,1#12G] [P25] [1"C,3#8,4#14,1#10G] T � AND AMPERAGE INDICATED [P4] [3/4"C,4#12,1#12G] [P26] [1"C,3#8,5#14,1#10G] PANELBOARD LETTER OR NUMBER FACILITY NUMBER 14 SCADA NETWORK CONNECTION [P5] [3/4"C,5#12,1#12G] [P27] [1"C,2#6,1#10G] EMPTY CONDUIT LPA-LOW VOLTAGE PANEL [P6] [3/4"C,6#12,1#12G] [P28] [1"C,3#6,1#10G] [CE-1] [3/4"C,WITH PULL STRING] I MOM- [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 IQ TELEPHONE OUTLET ] [P8] [3/4"C,8#12,1#14,1 [P29] [1"C,3#6,2#14,1#10G] [CE-3] [1 1/4"C,WITH PULL STRING] PANELBOARD-FLUSH MOUNTED [P9] (3/4"C,3#12,2#14,1#12G7 [P30] [1"C,3#6,3#14,1#10G] [CE 4] [1 1/2"C,WITH PULL STRING] IBJ TERMINAL JUNCTION BOX LIGHTING SYSTEM PLAN [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] [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] © MOTOR,SQUIRREL CAGE INDUCTION ®or �1 LUMINAIRE,SEE SCHEDULE [P12] [3/4"C,3#12,5#14,1#12G] [P33] [1"C,3#4,1#8G] [CE-7] [4"C,WITH PULL STRING] [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] LPXXA HOME RUN-DESTINATION SHOWN C1) LUMINAIRE,SEE SCHEDULE [P14] [3/4"C,3#12,7#14,1#12G] [P35] [1 1/4"C,3#4,5#14,l#8G] [P15] [3/4"C,2#10,1#10G] [P36] [1 1/4"C,3#3,1#8G] [P16] [3/4"C,3#10,1#10G] [P37] [1 1/4"C,3#3,3#14,1#8G] POWER CABLE CIRCUIT CALLOUTS or //// EXPOSED CONDUIT AND CONDUCTORS' CO• LUMINAIRE WITH INTERNAL BATTERY BACKUP, G SEE SCHEDULE [P16A] [3/4"C,4#10,1#1OG] [P38] [1 1/4"C,3#2,1#6G] [PCI] [3/4"C,1(3C#12,1#12G)TYPE 2] NOTE: � [P17] [3/4"C,#10,2#14,1#tOG] [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 `-I-1 or o-® LUMINAIRE AND POLE,SEE SCHEDULE [P18] [3/4"C,3#10,3#14,1#1oG] [P39A] [1 1/2"C,4#1,1#6G] [PC3] [1"C,1(3C#8,1#10G)TYPE2] CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE [P19] [3/4"C,3#10,4#14,1#10G] [P40] [1 1/2"C,3#1,3#14,1#6G] [PC4] [1 1/4"C,2(3C#12,1#12G)TYPE 2] i NUMBER OF NO.12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT"G"INDICATES 5 or 5 WALL MOUNTED LUMINAIRE,SEE SCHEDULE [P20] [3/4"C,3#10,5#14,1#10G GREEN GROUND WIRE. ] [P41] [1 1/2"C,3#2/0,1#6G] [PC5] [1 1/2"C,2(3C#10,1#12G)TYPE 2] [P211 [1"C,2#8,1#10G] [P421 [2"C,3#3/0,1#4G] [PC1A] (3/4"C,1(2C#12,1#12G)TYPE 2] iti/G CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR. ®- - FLOOD LIGHTS-AIM IN THE DIRECTION SHOWN [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] SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE CODE. I I STANDBY LIGHTING UNIT,SURFACE MOUNTED, ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS f� - CONDUIT AND CONDUCTOR CALLOUT,SEE LEGEND. 4 D SEE SCHEDULE CONTROL CABLE CIRCUIT CALLOUTS [Al]J [Al] [3/4"C,1 TYPE 3] [Cl] [3/4"C,MSC] ) CONDUIT DOWN XX® or EXIT LIGHTS-FILLED SECTION INDICATES LIGHTED FACE, [A2] [1"C,2 TYPE 3) [C2] [3/4"C,2#14,1#14G] [CC3] [3/4"C,1-3C TYPE 1] ARROW INDICATES EGRESS DIRECTIONAL INDICATORS, [A3] [1"C,3 TYPE 3] [CC4] [3/4"C,1 4C TYPE 1] XX=FIXTURE NUMBER,SEE SCHEDULE [C3] [3/4"C,3#14,1#14G] 0 CONDUIT UP Sa or C) SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE [A4] [1"C,4 TYPE 3] [C4] [3/4"C,4#14,1#14G] [CC5] [3/4"C,1-5C TYPE 1] 2a INDICATES SWITCHING. SUBSCRIPT NUMBER [A5] [1 1/4"C,5 TYPE 3] [C5] [3/4"C,5#14,1#14G] [CC6] [3/4"C,1-6C TYPE 1] 3 $ AT LUMINAIRE INDICATES CIRCUIT [A6] [1 1/4"C,6 TYPE 3] [CC7] [3/4"C,1-7C TYPE 1] CONDUIT,STUBBED AND CAPPED [C6] [3/4"C,6#14,1#14G] WALL SWITCH: [A7J [1 1/2"C,7 TYPE 3] [C7] [3/4"C,7#14,1#14Gj [CC8] [1"C,1-8C TYPE 1] I [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 2- DOUBLE POLE P- PILOT LIGHT [A9] [1 1/2"C,9 TYPE 3] [CC10] [1"C,1-10C TYPE 1] 3- THREE WAY K- KEY OPERATED [C9] [3/4"C,9#14,1#14G] EX EXISTING CONDUIT/DUCT BANK 4- FOUR WAY D- DIMMER [A10] [2"C,10 TYPE 3] [C10] [3/4"C,10#14,1#14G] [CC11] [1"C,1-11C TYPE 1] WP-WEATHERPROOF CRE-CORROSION RESISTANT [Al1] [2"C,11 TYPE 3] C11 [CC12] [1"C,1-12C TYPE 1] EX- EXPLOSIONPROOF L- MOMENTARY 3-WAY [ ) [3/4"C,11#14,1#14G] ---CE--- CONCRETE ENCASED CONDUIT M- MOTOR RATED MS- MANUAL STARTER [Al2] [2"C,12 TYPE 3] [C12] [3/4"C,12#14,1#14G] [CC13] [1 1/4"C,1-13C TYPE 1] WITH OVERLOADS [A13] [2"C,13 TYPE 3] [C13] [3/4"C,13#14,1#14G] [CC19] [1 1/2"C,1-19C TYPE 1] ---DB--- DIRECT BURIED CONDUIT [A14] [2"C,14 TYPE 3] [C14] [3/4"C,14#14,1#14G] [CC23] [1 1/2"C,1-23C TYPE 1] PC PHOTOCELL [A15] [3/4"C,1 TYPE 4] [CC25] [1 1/2"C,1-25C TYPE 1] [C15] [3/4"C,15#14,1#14G] CABLE TRAY [A16] [3/4"C,2 TYPE 4] [C16] [3/4"C,16#14,1#14G] [CC41] [2"C,1-41C TYPE 1] 111 LIGHTING CONTACTOR [A17] [1"C,3 TYPE 4] [C17] [3/4"C,17#14,1#14G] [A18] [1 1/4"C,4 TYPE 4] [C18] [3/4"C,18#14,1#14G] �T TRANSFORMER [A19] [1 1/4"C,5 TYPE 4] [C19] [3/4"C,19#14,1#14G] al EMERGENCY HORN(HAZARDOUS GAS) [A20] [1 1/4"C,6 TYPE 4] [C20] [1"C,20#14,1#14G] GENERAL CONTROL OR WIRING DEVICE. [A21] [11/2"C,7TYPE 4] [C21] [1"C,21#14,1#14G] OJ or HH LETTER SYMBOLS OR ABBREVIATIONS [A22] [1 1/2"C,8 TYPE 4] [C22] [1"C,22#14,1#14G] INDICATE TYPE OF DEVICE Ia [A23] [2"C,9 TYPE 4] CS CONTROL STATION,SEE CONTROL DIAGRAMS [C23] [1"C,23#14,1#14G] r- r FOR CONTROL DEVICE(S)REQUIRED. [A25] [1"C,2-4 pr.TYPE 5]5] [C24] [1"C,24#14,1#14G] n 30 L_f NONFUSED DISCONNECT SWITCH,CURRENT RATING [C25] [1"C,25#14,1#14G) 2 INDICATED,3 POLE p I�i, NOTES: F 60/401_f FUSED DISCONNECT SWITCH,CURRENT RATING INDICATED 1. FOR CABLE TYPES,SEE SPECIFICATIONS. a (60/40,60=SWITCH RATING/40=FUSE RATING) 3 POLE 2. WHERE CIRCUITS ARE UNDERGROUND,DIRECT BURIED OR CONCRETE ENCASED,MINIMUM CONDUIT SIZE SHALL BE 1". 2Eli COMBINATION CIRCUIT BREAKER AND Po MAGNETIC STARTER,NEMA SIZE INDICATED I 0 N N W I- Q iI- 0 O a c al v 1 0I 0 01 Mk CLEAN WATER SERVICES SHEET TITLE: SHEET.11 °F:60 DWGB: �, S A Oalettp LO YIBE PE DRV: GJL DATE: GENERAL Nium Y DURHAM AWWTF PLOT MAY 2012 *MOO I o 0.SN: RSH DWG/: 001-G-011 THIS BAR IS ■ ■2M H I LL DATE: 001-G-011 W CleanWarJer Services PHASE 5D1 r,N' s,'�'Q1 cHK: MSM CAD FILE#. ONE INCH WHEN 001-G-011_5D1_409421.dg DRAWING IS ELECTRICAL LEGEND-2 PLOT 44 S.IIISe� Our commitment is clear PRELIMINARY SOLIDS APPD-LCC SCALE: AS SHOWN FULL SCALE. HANDLING MODIFICATIONS 6471 iy REV DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CVas PRI R: I EXP. 06:-.31}2013 , I .. ., [ r._... BALANCING 20p23301 , ,'S'' i „' VALVE,TYP q „- ', THROUGH FLOOR 750V6601 I E _ 10"HWS (EXISTING HOLE 5._±._.{ .. ENLARGED TO 10") T r10"HWR V 10"HWR _►f----� I •� 10"HWS ' — L1 FUTURE SLUDGE IH• ; 4£,. LHEX 3 10"HWS — _ _ �E �750SEP66011 -► S } AIR '' r1 _ SEPARATOR ' i 20P20101 20P20102 l- �� i PRIMARY HEAT LOOP1-7— """""""'""' "'"""""""' 'e - -" _ CIRCULATION PUMPS 1750V6602 �� (RELOCATED) R I 750T6602 r - EXPANSION I FUTURE SLUDGE • 2 T' ,1 ... r TANKS �1 IF- I �HEX4� 1 _ ,- ■ I I t I 750V6603 THROUGH FLOOR V w V (NEW PENETRATION) FUTURE I —II I HOT WATER I IHI I — ...... .. `.( BOILER 3tC 2 r"1 ,,,,, HEI, I750V6604 . _ @ I .�--�.1 "4 10"HWR • dm.... ' BYPASS THROUGH FLOOR I VALVE I (EXISTING 6"ENLARGED TO 10") r'1 2 I I V I T I I I DC-2 BUILDING I I I I z1 NI NI I I 'FUTURE) =I 3 1 31 FU( TURF) 1�' COGEN FACILITY I --_�1 RECWN GREASE I 1- v BLDG I 1 I RECEIVING I ,�--- HEAT I + I FACILITY I ^ I I I I r I DC-1/EAST `PLANT •i I 10"HWR I ' I I HEAT L/ ui 1 v T ► I I I 1 EXCHANGER I r I I 8"HWS I I 10"HWR ' I 1 1 JI1_- - -1 '- , I 4 -4 I I I I 8"HWR I a I r I r I I 'i I I -JL---- I I may_ I I 1 1 1 1 I r 17 ---- I ' i ' 1 I 1 —�+---L_1—_DJ 1 1 .1. 1 1 : 7 I 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I 1 I I I 1 I I a I I I I I 1 ' I 1 _ BROWN -pep--1 11- LOADS I I TANK III 1 1 1 I 1 --1-4."1 I j 0 I 1 I i L . 1 I I I 1 1 FUTURE I ENGINE 2 ENGINE 1 I I 1 - II I ii'. 1 I ENGINE 3 I I 1 I LEGEND 1 L. I 1 I 1 1 I 1 1 -1 1 N � I I NEW o I 1716EN64502I I716EN645011 I EXISTING �l I I Q --- - FUTURE "'I co PRorts N ,y"� ..51 k PF 4 IO �4 �"83i 4 "fir (? DRN: ERBDara: CLEAN WATER SERVICES SHEET TITLE' SHEET:12 OF:60 DWG#:GENERAL ONE;GN DSN: SIX DWG a: 001-G-012 DURHAM AWWTF PLGT 9� ; DATE: MAY 2012 .1 0�<4 r�q THIS C1eanuaber Services CH2MHILL PHASE 5D1 001-G-012 Th`0A{ASKY R CHK: MFM di CAD FILE s. ONE INCH WHEN Ooreommitmenti�cls�r PRELIMINARY SOLIDS HOT WATER SCHEMATIC PLG* R 001-G-012_501_409421.dg I DRAWING IS APPD:LCC SCALE AS SHOWN FULL SCALE. CWS }EXP.06-30-20131 LT_ REV it DATE BY , APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS cws 6471 111 r ISOLIDS BUILDING _ ...., ._-.`.... ._.mr.._.._.. ,...,... _.._._ ........ .... .......... 1 � I COMPLEXI f I I1 i I 1 I I x 104 i 4 NC € a c E,1 P'.,', S,f I ._... ,�C y KA ....� .... ,......._ .� _ -_ ti , 1.3-331 1 ' I I I �/ i,s,,,,,r_:::,„--j----- , 1 1 1 •1 1 ,r, I i I I DIGESTER • ' _._ ..__... .. ._._. -- 1 FEED • 1 '.,; GRINDERS € € ,_✓ ...__... 1rII ♦ I 3 , ST n .0 ., , • I • • ........ . I �..� PSC �,_ _ 1 !..... .e i_. .......... ...........�. , z • �y ,.,._ .__ _..,... ..._ wm I 3 II IZI 1 N x� I � � <._ I tea' � ...._,i._� � s i I �o� I p 3 II I I , _.. .._... .,,,,... ,,,._ ,_. _._ ........ I 1 I I iI I I I I I I I I I I O i 1 I :::::::::,,S::,,E.L.,..y p W O. ........ ,A�� ( ...... ........ ,_ __.. __.,, ._-...-... ... _ ........_. _. _._.._� -Q • I. g it Fo F I i PUMPS , Ili I - .. "' Hi 0 I �,r NOTE1 i _.__._... .-... ...._.__ ......... .__.... ..... ''` N,I ... .S.€At€N €ENtt r.. I a d 3.1 5 Ii L w JF" I •*, t•, I DDCGIEND: DIGESTER COMPLEX 1 1.NOTES: EXISTING BLIND FLANGE w 1 �� ,-"j • I DC 2 DIGESTER COMPLEX 2 IN SUMP. Q I -- :. t °'""w - ( DCF DEWATERING CENTRIFUGE FEED o DSL 1 DIGESTED SLUDGE LINE 1 O -' ,� .__ -- _ - -...,., ..,_ ...._ ....__ _ _• I DSL2 DIGESTED SLUDGE LINE I DSHT 1 DIGESTED SLUDGE HOLDING TANK 1 SLUDGE NC � • • • I DSHT 2 DIGESTED SLUDGE HOLDING TANK 2 c I TA/V 2: =D I PSL PRIMARY SLUDGE LINE PSC PRIMARY SCUM N I 1 Y SLUDGE TWAS THICKENED WASTETPS THICKENED ACTIVATED SLUDGE I �i _... ..-,. .,...... ........ 1 vl i I I� NORMALLY OPEN PLUG VALVE O I ,,,,,_.... ...___m.._. .., ._....._......, ..__.,,,,,. ......,_..._.._...__._ ......., ......_........_._.......,.,.,_ -. ..-, 3 NORMALLY CLOSED PLUG VALVE ._._, . . .. . .. ,..,_ .,.. ... .._...... ......_..... ._. .... ., ,,..._. ..__,.__.,, ,.,,,.._,. COMPLEX 2 I U PROF i. 4 �f � Dm ERB SHEEP TITLE: SHEET: OF: DWG p_ `w �a 13.322`�� ©�. �' E: CLEAN WATER SERVICES13 60 /" GENERAL ow DURHAM AWWTF PDATT: MAY 2012 �� r,;,ss°�y • DSN: DJG Owc# 001-G-013 THIS BAR IS `=yyy��- CH2M H I LL • w 001-E#: ONE INCH WHEN Qean -Services PHASE 5D1 SOLIDS SCHEMATIC P«.: 001-G-013 ss e,cprF� CHK: LCC 001-G-013_5D1_409421.dg DRAWING IS Our commitment G clear z PRELIMINARY SOLIDS LLAPPD:LCC SCALE. AS SHOWN FULL SCALE. Hwy. OregonHANDLING MODIFICATIONS I l REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hillsboro, 97123-9379 6471 EXP.6-30-13 N 'E': /' EQUIPMENT AND ,,,, : PRIMARY MATERIALS CLARIFIER 2 STORAGEC!) I 0 60 120 180 A1=RATION I ■iii iSCALE IN F■��EET gAS14y2 ;i I 11 PRIMARY SECONDARY CLARIFIER 1 CLARIFIER2 AERATION BASIN.i.,. I SECCLARIFIONDAER RY 1 w�_� Z I i ' -;E'. I seEwc 750-E-I50 i - CONTRACTOR CONTRACTOR I / A STAGING AREA '' A ADMINISTRATION ` PARKING MODIFICATIONS TO £ BUILDING ` DIGESTER COMPLEX 2, a _i SEE DWG 750-M-130 \ AND 750-M-140 MODIFICATIONS 1DIGESTER - ti INSIDE SOLIDS I y COMPLEX sI-S \ BUILDING,SEE I,�r�, 2 I I v '� • '/ DWG710-M-130 SEE DWG 750-M-140 a :.` '/ 1 1; / r DIGESTER /; as '-`-`N/ COMPLEX _ /` SOLIDS 1 SEE V�G 750-E-151 f _ BUILDING rte✓ __- "`,„� CONTRACTOR • J STAGING AREA z' I I , MOD,EieIFICATIONS I "� ATUIGFSTER , COMPLEX 1,SEE • DWG 740-M-130 "e ' AND 740 E-150 111:% INFLUENT PUMP STATION ”' Iii ... J D. IO I ELECTRICAL SUBSTATION o ' r MATERIALS STORAGE ; I a \ BY OSTARA FACILITY / ': i r (y c. : 01 . �ti��D IPRO��/�� Q. 65716PE -„�, I o DRN: JAB g,�: CLEAN WATER SERVICES SAEETTITL CIVIL SHEET'14 OF.60 DWG" ,C-',r ( 0 IMM O DSN: JAB DWG#: 005-0.100 THIS BAR IS `7� c DURHAM AWWTF EARLY OUT ATE: MAY 2012 ; 'yFy`"„ �� CHK' JEG FILE ONE INCH WHEN CleanWater Services CH2MH ILL PHASE 5D1 PLC 005-C-100 ttf ANN 0° z 005 C-100_5D1e_409421.dc n DRAWING IS Our commitment is clear CU PRELIMINARY SOLIDS OVERALL SITE PLAN J APPD:LCC SCALE: AS SHOWN FULL SCALE. cws EXP. 2-31-2013 ,� REV# DATE BY APVR DESCRIPTION 2550 SWHinsboroHwy. Hinsboro,Oregon 97123-s37s HANDLING MODIFICATIONS PR x 6471 II ISCADA — — WATER COVER GASHIGH LOW IN TEMP FAIL PRESSURE REMOTE VEL' POI�;N MI I /O N� AIL TAH V AL� �RE�ILTIQII 1. 1 1 I� - t I� it 1,-1,1 I� I 1._1_, I.__ - t O O C C O O 0 O CP-10010 0 U AI jo HA (PLC 7) L I (EXISTING) 1-i I I I I I OI 1 II----i K---�--- ----y : I I I i . ,'.;• �1 740 LCP 8901 X \ LL/ \^/ \ Th/ FAIL P r /‘`---€'\ II I \ JL / NR HS SS HSLORR \�/ON 4 4 4 i i 4, 480V 1 1 1 PSV_i PSV_i I i I re DG I y y �_ ri 1 1 1 i c 1 I� �I ... 1 1 1 ;ZET`C i-I 1 i 7 i i— - - �E iI 1 1 'II f__., , f--I f--1 PI PI n '--iF.--I FLOATING 8� 13E i -I g� 3 r10 ' - �� COVER I ••� 76901 TSH _________.II________-_-_-_-- .._. PSL PSL* I r, Is-AI 8902 8901 I «--I-m ............. . ... . ..._ . V �.,,,, I 740 BST 6901 I DG GAS BOOSTER IL L_1 J ['LIT`L_ �--i*i--� I ?„ EXISTING I �.. DIGESTER GAS STORAGE DIGESTER 1 I(FUTURE) DG - 011 i 008-1-002 — — — — — — — — — — — — — — — I d (FUTURE)DIGESTER GAS CLEANER m r - I tv CH a c- ----1:-.,-::„1,---ice Ill o BACKPRESSURE�CONTROLVALVE -- - - - n TO BE REMOVED E I c I IU €€•,.., r o ,. ... .._ �� tl PRO��s��2y� El I cs DRN: PMH Ate CLEAN WATER SERVICES SHEET TITLE: SHEET 15 OF:gp Emit: INSTRUMENTATION AND CONTROL /-��y Y DURHAM AWWTF P&ID o°E: MAY 2012 p ��F�.,0.+g4 illDSN: JAN DWG k :'::21dgfl ea 1 ater ervices C■ ■2MH ILL QQp-�-I�QcADFaEx: ONE INCH WHEN DIGESTER GAS COLLECTION PLCikCHICJDK PRELIMINARY SOLIDS APPD:LCC SCALENTS FULL SCALE. REV it DATE BY APVR DESCRIPTION z550swHillsboro Hwy. Hillsboro,Oregon B7,z3-9x79 HANDLING MODIFICATIONS AND STORAGE cwsPRk 6471 I EXP. I LL ISCADA — — — — — — — — — — — — — — IN IN OPEN CLOSE FAIL Rr®EF ARD Fj1 EIRE K I I OPEN CLOSED REMOTE CMD k6p 1/CMD�I �/�1 1/ 14A-1-11 Y `I OP y C� 'I (" RE� 1"�P� 1'�'LM/Y I V L' 1 Y LI II\_I I\III i•-_--"I I.I,I I,...—/I , I I�l_I I�I_I I�I_I I./I I�I.I I I.I.I IN_ o 0 0 0 o i t o 0 0 0 . D 20LCP00703 I o 1 o o d I I I o I o o I o 0 (PLC 7) 1 1 E F (EXISTING) I I F 4k / AI U L OPW CL I III ' y ' I ' I ' LI ' , T huh -h--11--h- h-T- h--hl I'I ` I '1C—' ` I ' y. ' T l• T 1 I--/- hlh h-1,---/---f--/---11 I' ` I ` . I . I 1 1 I � I 750LCP8701 750FV3801-LCS 008-1-012 ®. _,.,,,, .._ _.. , ' ... .... ...___... _ _..r_._ , PWR FR FAIL ON LORR/OC OC \^/ \^/ \^/ IHS \E-_-... /: ZL / .., /'"--"\ /\---"'\ /'---"\ /...__../\ 008-I-012 I 101 LORR FRS I 1 t HS HS I T 1 TYPICAL OF(2) I -+-y T i LR 480V �--(2)�-(2) s�j "T: I L T I � 480V 1 _-„,...._.. T 1 3�Fu 1 \ I A © i___1 i ,:-:, TFUTURET DIGESTER • I I: OC y DC2 DIGESTER 1 I 750GDR6701 I ZS -hr-a m.; M SLUDGE , �.; 3801 008-1-014 I 103 ze ;, RECIRCULATION �. 111 DSL LINE 1 I GRINDER 1 I ?Sl_ t } TYPICAL OF(2) DSL LINE 2I750FV3802LCS I (SIMILAR TO ABOVE) -1- 4- 4- 1 008-1-014 �.. .4 ,. N O () by 2 - 2 DIGESTER FEED i 1 FF 1 A oc a I - .. 3802 1 .�J 1 6:11-:.\ i, TO FUTURE / i- 6`� o s,,..,..; DIGESTER 3802 / 0. i -I- i iii I 008-1-012 �, • �� ♦ 0 /___i-f. h h v 2 480V i- 1�1 o � < 008-1-012 I 102 1750LCP6702 I =,-- ZS DC2 DIGESTER 2 I , FF I750GDR6702 I ui ( 008-1-009 093 1- �r ----►1 SLUDGE Q • RECIRCULATION o 'II` GRINDER 2 „- .... ca:.” F I s , FF b c I 008-1-009 � n 094 r �-----► CD ` A I (SIMILAR TO ABOVE) -� FROM FOG FEED PUMPS (FUTURE) ,i 'M, o F: y i o L i--.1- FF ►I S p PROF OI ��\`/Q,NE/ /449 O Q PE oRn: MEN DwG SHEET SHEET: OF: DWG !` DATE CLEAN WATER SERVICES 16 60 E .--� '`" INSTRUMENTATION AND CONTROL DURHAM AWWTF DSN: JAN mom, 008-1-010 PLOT MAY 2012 ''et , 19g6 THIS BAR IS CleanWa6er Services CH2MH I LL PHASE 5D1 P&ID °ATE: - 008-1-010 �x��Fr v xp�°� g CAD FILE it: ONE INCH WHEN DIGESTER FEED a CHK: JDK 008-1-010_5D1_409421.dgn DRAWING IS Our commitment is clear PLD it 111z PRELIMINARY SOLIDS � APPD:LCC SCALE: NTS FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS AND CIRCULATION OWS 6471 I EXP,6-30-20131 I SCADA ...1 ("Til (FI" .,... I ..... i\III I,I I I20LCP007030 0 (PLC-7) (EXISTING) I I NOTE 1 Irl MP 11111.TI TI PI I • 6`0 NOTE 1 _ ... __..........�. .- 120V FIT 6601 . HWR119. A 1750ARV660117 660 6601 ^MSC" HWS A 1---.f---1k © ® 008-1-012 (1;1". ( 6601 FE. •-.._...../ '..V ' ' \_/ PRIMARY HEAT LOOP TO HEATING LOADS 750T6601 I 1750T6602 I HWR 6�i -° EXPANSION EXPANSION I 1'0.1—' I I TANK1 TANK2 A HWR / \ I I 20P20101 HEAT LOOP CIRC PUMP 1 (RECONNECT EXISTING) (TYPICAL OF 2) I `" _ _ _ • • HW 20P20102 HWR HEAT LOOP ►A A R — CIRC PUMP 2 I NOTE 1 .... ..... ....._.. _.._. - - Y _ — TI r n NOTE 1 (SIMILAR TO ABOVE) �� 1/— HWR �, $d _-.I750PRV6601 1 008-1-006 '; 063 HH*I A► I k HI (FUTURE BOILER 3) IH F► $ /m FROM ENGINE o HEAT RECOVERY (FUTURE) w (FUTURE) 2 NOTE 1 • HWR IIi= —11110.--111110. ►41111 ' aHWR 008-1-012 ® /- 1750SEP66011 . AIR SEPARATOR N r 111 a Y 111 2, NOTES: 1. RE-INSTALL EXISTING EQUIPMENT. c -Si I T 01 A�p PROeF f LO �� Gi Np ✓ owG17 60 '- �` w DRH: PMH DATE: CLEAN WATER SERVICES SHEETT INSTRUMENTATION AND CONTROL SHEET OF: DWG*: DSH: JAN DWG 008-1-011 DURHAM AWWTF DA E: MAY 2012 �,,,'72r 1a'0°��c'1' CH2MHILL THIS BAR IS PHASE 5D1 P&ID 008-1-011 ``:9E7 D xA` WCAD Clean6er Services HOT WATER SYSTEM P D k CHK: JDK 008-1-#' ONE INCH WHEN 4 008-1-011_5D1_409421.dgn DRAWING IS Our commitment is clear PRELIMINARY SOLIDS z J SPD LCC SCALE: NTS FULL SCALE. DESCRIPTION 2550 SWHiIlsboroHvry. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS w;„ 6471 I EXP, 6-30-2013_1 REV it DATE BY APVR la III SCADA I „.. _,,,,. I20LCP00703 (PLC 7) (EXISTING) I I I I .. i I i • ,„,,, 123 I 008-I-010 , l i ........ 101 008-1-010 , I I I124 1 008-I-010 II,, 102 008-1-010 c ►� HWR ►� ►� O.id I til I---IF i 122 i 008-1-013 F PRIMARY HEAT LOOP i_I a X X X X X � � X X � X X (FUTURE) V HWR 14,1 I 123 1 008-I-011 > , I i DC2 IPS DC2 DIGESTER BUILDING BUILDING F I 750V6601 1 HEATING HEATING HEATING er r1750V6602 I 1750V6603 I 1750V6604 I a BALANCE VALVE, TYP CO X X X X IR 1- rn HWS j J HWS I HWS IP. k FBF HWS I i 121 008-1-013 1; o I ® i.v 008-I-011 PRIMARY HEAT LOOP PRIMARY HEAT Q (FUTURE) � 1 PROF no f, NI Q."$�Gr aE R7. Fa{gi... SHEET TITLE: SHEET: OF: DWG N: . ,,,.^ ,.,.."°"`� CLEAN WATER SERVICES Dara: PMH TE, INSTRUMENTATION AND CONTROL 18 60 (.,'" tea, 0 DURHAM AWWTF PLOT MAY 2012 F <r,a,9g° CH2M HILL LL9Fr 0 KO � Dsa: JAN DWG it: 008-1-012 THIS BAR IS C1eanWa6er Services PHASE 5D1 HEATING LOADS 1 PLC#: 008-1-012 FF y zw 00 Friti: ONE INCH WHEN CHK: JDK 008-I-012_5D1_409421.dgn DRAWING IS Ourcommitment is clear PRELIMINARY SOLIDS J BFPO:LCC SCALE: NTS FULL SCALE. DESCRIPTION 2550swHa�sSoroHWy. r,�nsnDro,o�gon97123-s37s HANDLING MODIFICATIONScws6471 I EXP. 6-30-20131 LL REV it DATE BY APVR I SCADA — — — — — — — — IN FAIL REV ��FWD REMOTE �� VAILran 1'rW� I R� 16, ` I,_JI Is, II I\/I I�/I I�II I I O O OI OI 0I I11LCP00702 I o 0 0 0 0 (PLC-7) AI (EXISTING) i , 4 4II 2. . It...., , -/--\J`'--/--h4---/------4---/-----1 I I I1 y 1 I L 1 I I 710LCP3801 3E ppyR ...,. I �ORR^RS\ yo >,..--.71-\ OJ I r 1 / 1 y ;,; ,.....i \/ /moi\ /moi\ /./\ ISI ® FROMDC1 ?. I 480V .;' . PSC ( I &I-015 M CENTRIFUGE FEED I 141 I 008-I-015 —I�—►\�/ ICI t CS i I ` DIGESTER FEED TO DC1 I710GDR38011 DIGESTER FEED y GRINDER 1 _..... .... A (TYPICAL OF 3) -- I 142 I 008-1-015 — — — — — — — A DSLLINE 1 TOODC1 1710GDR3803I I II —00.- DIGESTER FEED GRINDER 3 s. (SIMILAR TO ABOVE) — — — — __ — — — I o • rn P 1TSL DIGES R3802� { 143 I 008-1-010 11 DIGESTER FEED :_.. p GRINDER 2 c' DIGESTER FEED DC2 (SIMILAR TO ABOVE) Io N 0 104 00&I-010 008-1-015 p DSL LINE 2I DSL LINE 2 o' FROM DC1 FROM DC2 C v 008-I-010 lN DSL LINE 1 FROM DC2 o ✓l o 4,-A-op PAQf f7 in Q E O 75 DRN: MEN DAA CLEAN WATER SERVICES SHEET TITLE: INSTRUMENTATION AND CONTROL SHEET 19 OR B0 DWG#: 'T ',,.� '�-.....� o DSN: JAN !NYC :I21.d9fl IIIONIMM MAvzolz leanWter�`r Services CH2MH ILL 008-I-014 cNK: JDK cAD PaE#: ONE INCH WHEN PLC#DRAWING IS Our commitment it clear PRELIMINARY SOLIDS DIGESTER FEED I APPD:LCC SCALE: NTS LL FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS pRj# 6471 I EXP. 6'30'2013 I i SCADA IOPEN��I �/p 1I /IN � OPEN �CLLOSE (�� INTI IOOPENNI CLOSE �I r,-,---1 C Oi'Y CL 1 cL 1 RI' Rt ') v6pm 1"-LW Y OPEN Y Y L�D RrRE Y YV�"�'�'I YO-M°°i v--,_,--- ILI.1 /1 1_/I LI.t I.I.I I_/I /1 I.�1 I. .I 1 y I I"---f—"'I I\�.I CP-10010 0 0 0 0 0 1 0 0 0 0 ° I LC (EXISTING) O W �OPW1 CL �F-� kK ± W I 1 t X �/cu t '�,/S 1 L Y 1 i `T i 1- y L-�---f1-f--f-lf_ /---I--1---f� L-�---fl-f--f-1f-TF-4--f--Fi i i 1 1 II 1 1 740FV6801-LCS 740FV6802-LCS LORR/OC OC LORRIOC OC ilTh i 6801 6602 • �/ /�,/\ 02 /�/� I (2)---,I (2) (2)- i (2) ,. I008-1-014Ems 1 DIGESTER FEED 1 1 y OC 1 FROM SOLIDS BLDG. -L i ZS - 480V , . I 1 I .� {�• LIT „: ,‘,..::' BLIND I 4- 6802 ° - r _ 0 6802 y FLANGE i y y 1 1 —0/ £ z_-_-_• .. , _ ,...... 1 I y 1 6802 E <_•, I 1 11 , 1 1 T i I y ZSOC it LT 480V 6801 8801 I i —M j_____— FV 6801 I ,u , • L 008-1-014 ........ ....... ,,,. i,.. DSL LINE 1 ." FROM SOLIDS BLDG. i ! 4 ami ,„,. ...... _ ,,,..._........ ,,,,,ai _.._...,_. ........... ..._ ..._ 1 O i a N N Ill SiJ ..tet .. ., •S: .., `, ..... .. ,__., .. c TO DEWATERING c CENTRIFUGES I a 008-I-014 152 DSL LINE 225 ' C- ,f:/' PflQF�s�� TO SOLIDS BLDG. �� +cl ,'t meq” 3PE O SHEET SHEET.20 OF:BD DWG R: (/ i . DRH: MEN Ate. CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL DURHAM AWWTF �O* MAY 2012P&ID DATE: zr,a 0� DSN: JAN DWG I 008-1-015 THIS BAR WHEN clean Services CH2MHILL PHASE 5D1 DCI DIGESTERS 008-1-015 F`REr D KPNy Ul cnDPaEx: ONE INCH izCHK: JDK 008-1-0155D140g421.dgn DRAWING IS our�ommitmentf�clear PRELIMINARY SOLIDS SPD LCC SCALE: NTS FULL SCALE. REV DATE BY APVR DESCRIPTION 25bOSWHlosboroHwy. Hlnsboo,Oregon s7,239379 HANDLING MODIFICATIONS AND HOLDING TANK Pa B471 EXP. 6-30-2013 LL I I O IranNOTE 3-\1/4 ' 7.00 ..I O O O P-540LCP2103 CABLE 540LCP2103-L FU 540-2103 _ _ (TO 540LCP2103 540FV2103-L — <LINE 1> , DOOR) L <LINE 2> L 540FV2103-L CABLE C-540FV2103 0 540FV2103-L 1 CABLE <LINE 3> cNi L C-540ZS2103 <LINE4> f l i_®[ 00 540LCP2103-N N 540LCP2103-N _ _ _ _ ► ®O® u 540LCP2103-N N 540LCP2103-N CABLE 0 ®O® U 0 C-540FY2103 I 00 ®o® u OPEN OPEN 14 ® ®o® 14 15 N (TYPICAL) (TYP OF2) / \ 0 / \ co• ® lu U 540FY2103 FY 540FY2103 I 0 \ I ®O(ID LJ 540FY2103 ZY 540FY2103 / ®o® U 0:D0® U 540HS2103-R 540HS2103-R L HS-R ®O® U 540ZS2103-C ZS-C 540ZS2103-C Lo to r N ®o® li ZS-C 540ZS2103-C N ®o® 1u CLOSE CLOSE ®o® u 540ZS2103-0 • ZS-0 540ZS2103-0 ®o® u �\ ' Pj/ ®O® U (TYP OF 20) ZS-0 540ZS2103-0 0 ®o® U Go® U SPARE 1 ® \ / Co® U #1 ®o® U ___A,.._____O —_A,_— 10 N (TYP OF 2) SPARE OFF/RESET - O 7 LOCAL REMOTE /�\ ► 540LCP2103-G GND BUS• 540LCP2103-G ► 000 t0 N (540LCP2103 540LCP2103 G DOOR GND) • 540LCP2103-G � l o • <SPARE> O •-. 3.00 <SPARE> 1 L 1 O O •• O n 0 0 LCS INTERCONNECT DETAIL NTS o LCS FRONT ELEVATION LCS BACKPANEL ELEVATION LEGEND o' alNTS NTS O PARTS LIST ITEM NUMBER. N PART LIST # QUANTITY MANUFACTURER DESCRIPTION PART LIST # QUANTITY MANUFACTURER DESCRIPTION I-- 0 NOTE: I a 1 1 WIEGMAN NEMA4X 12x10 ENCLOSURE 21 1 SQUARE D 9001-SKP 38LRR31 INDICATING LIGHT,RED 2 1 WIEGMAN 12X10 BACKPANEL 22 1 SQUARE D 9001-SKP 38LGG31 INDICATING LIGHT,GREEN 1. THIS DRAWING SHOWS TYPICAL LAYOUTAND WIRING CONCEPTS. 3 1 ALLEN BRADLEY 1492-DR5AL DIN RAIL 23 - - NOT USED CONTRACTOR SHALL ARRANGE PANEL FACE-MOUNTED DEVICES 4 2 ALLEN BRADLEY 1492-EA35 END ANCHOR 24 1 GROUND BUS SYMETRICALLY. I0 5 20 ALLEN BRADLEY 1492-W4 TERMINAL a 6 ALLEN BRADLEY 1492-WG4 GND TERMINAL 2. PANELS SHALL BE PREFABRICATED ANSI/UL-508 LISTED UNITS. N 7 2 ALLEN BRADLEY 1492-EB3 END BARRIER 3. EXAMPLE ONLY. ASSIGN WIRE IDENTIFICATION BASED ON CLEAN w 8 5 SQUARE D 9001-KN200 LEGEND PLATE 9 SQUARE D 9001-SKS 12B 2 POS SELECTOR SWITCH WATER SERVICES STANDARDS. FOLLOW THIS EXAMPLE NG O 10 2 SQUARE D 9001-SKR 1B PUSHBUTTON FOR EQUIPMENT LAYOUT,PARTS LIST,AND INTERCONNECTIONCTION DETAILS.DETAILS. O 11 2 SQUARE D 9001-KA51 HERMETICALLY SEALED N.O./N.C.CONTACTS I n 12 2 SQUARE D 9001-KA52 HERMETICALLY SEALED NO CONTACT 13 1 SQUARE D 9001-SKS 43B 3 POS SELECTOR SWITCH c 14 1 PANDUIT C-1,5WH6 SQUARco 15 1 PANDUIT E-1,5X1,5WH6 WIREWAY EXAMPLE ONLY I0 16 1 LM PHENOLIC LABEL FV LOCAL CONTROL STATION (LCS) (NOTE 3) c A 17 ALLEN BRADLEY 1492-WKD3 TERMINAL BLOCK WITH BLADE SWITCH 41 18 1 ALLEN BRADLEY 1492-WFB4250 NEON FUSED TERMINAL 19 1 BUS 2 AMP FUSE <o PROfe' Ni 20 1 HOFFMAN A-CHIIDV CORROSION INHIBITORS v., 1,*ai xs.PP/�' iS - SHEEP TITLE: SHEEP. OF: DWG (DATE -( E • ORM MEN owGDATE o — I CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 21 BO DSN: JAN mid to 008-1-501 DURHAM AWWTF DATE. MAY 2012 ,,:tr.,,s4° r� `ice c_—� PHASE 5D1 008-I-501 RFS o xa THIN INCHWH CleanWaber Services CH2MHILL EXAMPLE LOCAL CONTROL PLG it zw CAD FILE R. ONE WHEN CHK: JDK 008-I-501_5D1 409421.dgn DRAWING IS Our commitment is clear PRELIMINARY SOLIDS I APPD:LCC SCaLE: NTS FULL SCALE. DESCRIPTION 2550 SWHiIlstaroHwy. Hills6Gro,Oregon 97123-9379 HANDLING MODIFICATIONS STATION DETAIL CWS 6471 I EXP. s I LL REV if DATE BY APVR PRJ k. b. IABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION I ® QA INDICATING LIGHT,LETTER INDICATESAUTO RELAY COIL Q • COLOR: ■ TERMINAL BLOCK A BASE A = AMBER R = RED C CLOSE B = BLUE W = WHITE CR CONTROL RELAY C = CLEAR Y = YELLOW CS CURRENT SWITCH(4-20mA) G = GREEN TERMINAL BLOCK,FUSED DEC DECREASE CR F FORWARD H I— CONTACT,NORMALLY OPEN H HAND QAINDICATING LIGHT,PUSH-TO-TEST ,_ TERMINAL BLOCK,KNIFE SWITCH INCINCREASE G CR • 0 • LETTER INDICATES COLOR CONTACT,NORMALLY CLOSED p L LLOCKOUT STOP OCAL ---kr— CONTACTS MOTOR RELAY CONTACT A FIELD DEVICE(S) MAN MANUAL PUSHBUTTON SWITCH,MOMENTARY CONTACT, OFF /RESET 0 OFF,ON,OPEN NORMALLY OPEN SOLENOID VALVE OR I QA Q DISTRIBUTED CONTROL SYSTEM(DCS) PWR POWER R REVERSE S REM REMOTE SLOT A I o PUSHBUTTON SWITCH,MOMENTARY CONTACT, HORN,BEEPER • CONTROL PANEL DEVICE(S) SEC TDOD SME DELAY ON DE-ENERGIZATION ECONDS NORMALLY CLOSED TDOE TIME DELAY ON ENERGIZATION I O ZS-C CIME OSED END LIMIT SWITCH T DELAY RELAY H A I.)X00 QA ® MOTOR CONTROL CENTER DEVICE(S) TDR ZS-O OPEN END LIMIT SWITCH X� BELL OOX SELECTOR SWITCH A 111 00X 1 1 GROUND • C�NO LIMIT SWITCH I ETM ELAPSED TIME METER (INSTRUMENT, PANEL, RELAY)TAG NUMBERS CR-ANN I H ANNUNCIATOR RELAY CONTACT OPEN NUMBERS ) FOLLOWS ANNUNCIATOR INPUT DCS INPUT UPXXLLLPP WHERE FLOW SWITCH O UP =FACILITY CODE XX =EQUIPMENT OR ISA TAG ON LLL=LOOP NUMBER I TEMPERATURE SWITCH . DCS OUTPUT NORMALLY OPEN PP =COMPONENT NUMBER SEE LOOP LIST FOR TAG NUMBERS. o LEVEL SWITCH STOP of DCS OUTPUT NORMALLY CLOSED ANALOG SYMBOLS PRESSURE SWITCH 111 LLL111 l_J TRANSFORMER,SECONDARY TDR TIME DELAY SWITCH,NORMALLY CLOSED f'"'"'"1 VOLTAGE INDICATED FIELD WITH TIME DELAY CLOSING 120VAC 5 SEC 2 �� OE + ANALOG I/O I P. _ _ CIRCUIT BREAKER 2-WIRE TRANSMITTER TDR C ,`; TIME DELAY SWITCH,NORMALLY CLOSED WITH TIME DELAY OPENING of 0 10 SEC TDR TIME DELAY SWITCH,NORMALLY OPEN 11 I I FUSE FIELD I _, WITH O WITH TIME DELAY CLOSING XXX I 1 II FUSED TERMINAL BLOCK hl\2 •I!I 4-WIRE TRANSMITTER 30 SEC -1\,-- FUSE "' TDR TIME DELAY SWITCH,NORMALLY OPEN XXX--"— SWITCHING TERMINAL BLOCK I EL" 0-...r..? WITH TIME DELAY OPENING Ell ©0 �\ U_PC_PL_LL_PP w 180 SEC 2 i I XXX = GROUNDED TERMINAL BLOCK o I O t2,- ® TIME DELAY RELAY LATCHING RELAY 0+ MS 0- SIGNAL CONVERSION c 30 SEC RANGE I a I I rn E©0 Ei ,z Mart Di ..4:7.---''.:EJ o 93HEETTIT INSTRUMENTATION N SHEEP:22 oF:B0 DWG II: Y.- DRN: PMH owc CLEAN WATER SERVICES STRUMENTATIONAND CONTROL �.. - y ~ate~ MN: JAN DWG#. 008-I-600 DURHAM AWWTF PDATE LOT MAY 2012 ".4'E}as+q9 C' THIS BAR IS C1eanWater Services CH2MHILL PHASE 5D1 WIRING DIAGRAM LEGEND PLD k 008-1-600 v o xa zCHIC JDK caDFaEx. ONE INCH WHEN 008-I-600_5D1_409421.dgn DRAWING IS o�commitment I.clear PRELIMINARY SOLIDS I FULL SCALE. cws 6471 I EXP. 6-30-20t3 J APPD:LCC SCALE: NTS REVS DATE BY APVR DESCRIPTION 2550 SW HilsboroHwy. Hillsboro, HANDLING MODIFICATIONS PRS LL I PANEL FIELD 480V PANEL A 750FV3801r r L1 I \1 I L1 -I T1 1 A 750FV3801-LCS 801. I L2 42 I T-0 I +-� r PH L3 I L3 LORR I T o� ■ 0- I _} • •OOX --- F -_ ��_ REMOTE" J DSC REMOTE PLC: 7 SLOT: XX BASE: XX POINT: XX A 750FV3801-LCS I OPEN r 1 -J-■ • ---�-- - „OPEN" LO/RR PLC: 7 SLOT: XX BASE: XX POINT: XX CLOSED XOO • • -r -. COMMON ._ „CLOSED" IF— PLC: 7 SLOT: XX BASE: XX POINT: XX II • i • i I OPEN Q O CLOSED OOX• I • O OPEN -- - ■ • • III ----1-----L--. OPEN I CLOSE o —U- 1- ♦ CLOSE I . L_I 1 L J l_ _i I I •20LCP00703 ■C I "OPEN" ;�� PLC: 7 SLOT: XX RACK: XX POINT: XX I "CLOSE" PLC: 7 SLOT: XX RACK: XX POINT: XX L J 111 I c TAG LOOP DESCRIPTION PANEL 480V PANEL LCS o, 750FV3801 DC2 DIGESTER 1 FEED VALVE 20LCP00703 20MCC99101 750FV3801-LCS al 750FV3802 DC2 DIGESTER 2 FEED VALVE 20LCP00703 20MCC99101 750FV3802-LCS H 740FV6801 DSL HOLDING TANK 2 TRANSFER VALVE CP-10010 LP-10005 740FV6801-LCS O 740FV6802 DSL HOLDING TANK 3 TRANSFER VALVE CP-10010 LP-10005 740FV6802-LCS II 0 • IEl N N ,ii NOTES: Si 1. CONTROL PANEL,TERMINATIONS,AND PLC 110 O ARE EXISTING. CONNECT NEW I/O POINTS TO I ~O EXISTING SPARES. a c co v I N o al E 0 DRN: PMH CLEAN WATER SERVICES SHEET TITLE. TYPICAL WIRING DIAGRAM SHEET:23 OF:B0 DWG It: o DURHAM AWWTF DISCRETE PGT MAY 2012 F� ,u±s4°Jc� di DSN: JAN DWG k 008-I-sol THIS BAR IS CleanWaateer�`�Services ('HZM H ILL PHASE 5D1 OPEN/CLOSE OSE PLC 008-1-601 "�AFr KO z2 CAD FILE is ONE INCH WHEN CHK: JDK 008-I-601_5D1_409421.dgn DRAWING IS Our commitment is clear PRELIMINARY SOLIDS ' Ill FULL SCALE. VALVES cws 6471 EXP. 6-30-2013 APRD:LCC SCALE: NTS REvp DATE BY APVR DESCRIPTION 2550 SWHiIlsboroHwy. Hillsboro,Orogon97123-9379 HANDLING MODIFICATIONS RRA LL I PANEL FIELD • LP-10005 ♦ 740LCP6901 r IA 740LCP6901 -I I L1 - I T- —El L1 0V REMOTE F REMOTE" 348PH L2 I L L2 PLC :7 SLOT: XXI BASE: XX POINT: XX I I FAIL L3 4---II L3 r „FAIL" PLC: 7 SLOT: XX I BASE: XX POINT: XX ON --tII _ „ON„ • CP-10010 PLC: 7 SLOT: XX BASE: XX POINT: XX -1 HI TEMP -H- - "HI TEMP" „RUN" 'I_ PLC: 7 SLOT: XX PLC: 7 SLOT: XX i RUN BASE: XX POINT: XX BASE: XX POINT: XX LOW PRESS — L t -I- - "LOW PRESSURE" PLC: 7 SLOT: XX L BASE: XX POINT: XX I 740TSH6901 I I TSH L —E I740PSL6901-- r r PSL1 I 740PSL6902 r-- r — ' IPSL2 I L -. J I8 TAG LOOP DESCRIPTION PANEL PANELBOARD °i 740LCP6901 DG GAS BOOSTER CP-10010 LP-10005 w b I O 0 N IN NOTES: Q 1. CONTROL PANEL,TERMINATIONS,AND PLC I/O o ARE EXISTING. CONNECT NEW I/O POINTS TO Ib EXISTING SPARES. 0 c co ✓ I a w ✓ 75 C,75 11.1111.1.11 @ E ......--- oRN: PMH �,�. CLEAN WATER SERVICES SHEET TITLE: SHEET 25 OF:B0 DWGis o DURHAM AWWTF TYPICAL WIRING DIAGRAM Poor MAY 2012 1,:o-la s di Mt JAN DWG ft, 008-I-603 THIS BAR IS `7� c_+` CH2MH H ILL DISCRETE °ATE �+ q y CAD FaEo: ONE INCH WHEN C1eanWam it JCl V1CPS PHASE 501 008-1-603 9FY D KPS z CHK: JDK 008-I-603_5D1_409421.dgn DRAWING IS Our eummIImrnli clear PRELIMINARY SOLIDS GAS BOOSTER PLC a ' APP LCC SCALE: NTS FULL SCALE. CONTROL PANEL P� 6471 I EXP. 6-30-2013 I LL REVa DATE BY APVR DESCRIPTION 2550 SWHiIlsboroHwy. Hillsboro,Orogon97123-9379 HANDLING MODIFICATIONS I FIELD PANEL I I I 24VDC POWER 24V OV I NOTE 2 750LIT6501 750LIT6501(A)— 750LIT6501(A1)— 7 + VID(1301 + W WI 0 C ^ Al fl II , � 750LIT6501PV BK BK ; PLC:77 SLOT 3 BASE 3 POINT 5 A4 IL SH a:. SCALE: 0 40 FEET I I I I a TAG LOOP DESCRIPTION PANEL cv 750LIT6501 DC2 DIGESTER 1 LEVEL 20LCP00703 750LIT6502 DC2 DIGESTER 2 LEVEL 20LCP00703 740LIT6801 DC1 DSL HOLDING TANK 2 LEVEL CP10010 di 740LIT6802 DC1 DSL HOLDING TANK 3 LEVEL CP10010 O C- II N F CU NOTES: 1. CONTROL PANEL,TERMINATIONS,AND PLC I/O I 0 ARE EXISTING. CONNECT NEW I/O POINTS TO O aEXISTING SPARES. 2. ADD NEW TERMINALS FOR LOOP POWER. c 01 v 19 0 vi �I S�`��D IPAOe�fJ/O DRn: PMH �,�, CLEAN WATER SERVICES SHEET TITLE SHEET.28 OF:gQ DWG*FIIM DURHAM AWWTF TYPICAL WIRING DIAGRAM PLor . a DSN: JAN DWG N: 008-1-701 PLTE: MAY2012 F `1CrI,,,� w THIS BAR IS ANALOG �Afy p KP�y CAD FILE it: ONE INCH WHEN CleanWater Services CH2MHILL PHASE 5D1 008-1-701 z CHK: JDK 008-I-701_5D1_409421.dgn DRAWING IS Our commitment 1,elect PRELIMINARY SOLIDS RADAR LEVEL PLCs I APPD LCC SCA E: NTS FULL SCALE. �* DATE BY APVR DESCRIPTION 2550 SWHlusboroHWy. Hlushoro,Oregon97123-says HANDLING MODIFICATIONS INSTRUMENTS 6471 I EXP. 6-30-20131 LL I FIELD PANEL I I I 24VDC POWER 24V OV I NOTE 2 750T1T6601 750TIT6601(A)— 750TIT6601(A1)— 7 li i WX1303 + W 0 WII 0 O Al ® 750TIT6601PV BK BK \/ PLC: 7 SLOT 3 BASE 3 POINT 7 IA4 —SH— - SCALE: 32-212 DEGREES F I I I I cd TAG LOOP DESCRIPTION PANEL 750TIT6601 DC2 PRIMARY HEAT LOOP TEMPERATURE 20LCP00703 0 6i Iii P O I a 1 N I ZS N N ri NOTES: F 1 . CONTROL PANEL,TERMINATIONS,AND PLC I/O I O ARE EXISTING. CONNECT NEW I/O POINTS TO EXISTING SPARES. a 2. ADD NEW TERMINALS FOR LOOP POWER. C rA I a o• in .--,- 75 ,�GI N E,p 4(' I — DRN: PMH °�° CLEAN WATER SERVICES SHEET TITLE: SHEET:27 OF:60 DWG#: -- y "^ DATE. DURHAM AWWTF TYPICAL WIRING DIAGRAM az, MAY 2012 F �<ra,.e9" a DSN: JAN DWG a: 008-I-702 THIS BAR IS ANALOG OATS: F�, y CH2MHILL '9FYD KPS w CAD FaEs: ONE INCH WHEN CleanWater Services PHASE 5D1 TEMPERATURE PLC - 008-1-702 Q CHK: JDK 008DOur commitment iaclear PRELIMINARY SOLIDS APPD:LCC SCAL-IE-702_5NTS1_409421.dgn DRAWING IS I FULL SCALE. DATE BY APVR DESCRIPTION 2550 SWHillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS INSTRUMENTS MI, 6471 I EXP, 6-3,0-2013 I FIELD PANEL III I I I _ —-� 750FE6601_M �_750F1T6601 750FIT6601(A1) WX1304 -; WX1304 ED--- > W W I _ o BK BK I I 750FIT6601 PV —� �— `L BASE: 3 POINT: 8 L / PLC: 7 SLOT: 3 SH— MANUFACTURER- �N L SCALE: 0-2000 ISUPPLIED CABLE GPM IT-- — LOCAL I LOCAL II DISCONNECT I SWITCH I 750FIT6601(P)— PANELBOARD 15A r L o I V N G 120VAC I LOOP LOOP DESCRIPTION PANEL PANELBOARD I rn 750F1T6601 DC2 PRIMARY HEAT LOOP FLOW 20LCP00703 20IP99101 0 of w b F IN N N NOTES: Q 1. CONTROL PANEL,TERMINATIONS,AND PLC I/O ARE EXISTING. CONNECT NEW I/O POINTS TO I ~O EXISTING SPARES. 0 c cm a I4o ofD F80,54:f N �Gl NpE�, �j 11 rnu+: PMH g CLEAN WATER SERVICES SHEET TITLE: SHEET 28 OF:60 DWG A: DATE. DURHAM AWWTF TYPICAL WIRING DIAGRAM PLOT MAY 2012 ✓bra e96 DSN: JAN DWG M. 008-I-703 THIS BAR IS ANALOG DATE: F,c wCleanWate Services CH2MHILL PHASE 5D1 ELECTROMAGNETIC008-1-703 9 rD Kn�+ zcHK: JDK cADFILEn: ONE INCH WHEN 008-1-703_5D1_409421.dgn DRAWING IS o�T�emmllm�tisclear PRELIMINARY SOLIDS PLCs J APPD LCC SCALE NTS FULL SCALE. �* DATE BY APVR DESCRIPTION 2550 SWH/IsboroHwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS FLOW METER Pa 6471 I EXP. 6-30-20131 LL I I GENERAL NOTES: ( E • t G p E. __E Q€CC z. Y 1. TEMPORARILY DISCONNECT AND CAP HPNPW. E '!„...„„'";,'",„I.,.. ' j �� •{:: . , f t �,..;;t ',,.t ; i < DEMOLISH LOWER PORTION 2. DEMOLISH PIPE SUPPORTS ASSOCIATED WITH - : -•--� '\ """' E PIPING TO BE DEMOLISHED. - ` 1 AS REQUIR P OF 2 f E ' DEMOLISH 6"TSL` I j IL. ` OF EXISTING TANK BAFFLE j ED TY - , I DEMOLISH ELBOW AND DROP` x I ,., :I . t t of v, E l PI I , p `_. I ESS WALL PE PIPE TYP F 2 A I., ( E �, ... E Lti .... 71� 1,47.2., 4, r:i:-Ii...'..,-..'...... ......il,;,11,,,.....- 1,.,,.„' t t1. 1 s _. .. it . . ._._._ .... - i E:r PHOTTIO , t L te PHOTO ® iAllik ;;!J;- .........i..... ! i .,,\ ' r DETAIL - t, DEMOLISH 6"SUCTIOt" N ,�.I( 3i • ""`. �^ .,...� • i,-i 1I Cs t e .� �,..... --- .,_,. . .e_ � v HEADER AND PUMP �[ ! Et� fi ' ��ih71...----.°-D-3°1 � E SUCTION PIPING AND I VALVES , , , ;„; 1:",;;="2.;;;;;;;;;;;;J;,,,,:;;! ,'s; ,;;1; 1:' i; !.', 1;i;;i; !I 1;;1;1'11 ;1:4'1,.,,,', 1' I' i'l',, 1.''''': ''''!, I'll',I'l N.11'--......i. i " ;f_ ( 1 f NOTE c :r-:3 € / E i i 1.TYP j [Iirt � cz E --; j€ 5 DEMOLISH SECTION OF Ii1 ill '111.1111- € ,,: :1;;I:,,,I,,,,-;;; ;:i,..1..,14:1..ii,,,111:1111 , 11;L.11111 1 1 v :I EXISTING PIPING TO MAKE ROOM FOR NEW TEE FITTING ^2 E t ,i,1,----,',-,%]%,•,,::•:::•••• E Ei ...... 1,y <-t f j 3 I y 3 I t 1 x et , EQUIPMENT NUMBER KEY € .;,•: �.. b I„n,S s -• _ A E t,c ' ... 1� .., _.... 111i i , 11.... .111';.:.....:1111,1;1111.1;111\ ,.. '1 i 7....1,1,„:11;1:11; , E - _ r ( ti. . E " rifaffi , E .\ ., E PUMP. E ms. " . ".. ....f,„: ' ,a l t L • 7;111---......„_3111;,r,„€;;!%2:‹11 ., . 1 € • io . Lu E , r. ..� III 0_ �., ...i :,.._.. h .,-;-r---__. ,.... _._ .. ,,,. ...__._ EJ. ..............._.. E ... __... ...E. & €Ci- I' iI, _ 01 fJ ,i j,. , r , .I N J t � J I 2 1II`TC" L m v^ 1. o ? / -.i 6'TPS ,rte, Nk 1LOWER FLOOR PLAN �� 1PoF��s Os =f� I M y CI' DRN: ERB Owc CLEAN WATER SERVICES SHEET T"`E 01 SHEET:29 OF:60 °"°# g t), '. T--- DATE. DURHAM AWWTF SOLIDS BUILDING PLDT Y MAY 2012 ® 2 r s, p rum MR DWG*: 710-D-130 CH2MHILL DEMOLITION DATE. Ff�vr �ti�s�"; THIS BAR IS aeaztrCr services PHASE 5D1 PLC#: 710-D-130 CAD FILE iF, ONE INCH WHEN PRELIMINARY SOLIDS LOWER FLOOR PLAN IZ CHK JEG 710-D-130_5D1_409421.dgn DRAWING IS Our eommhmene b deer APPD:LCC SCALE: AS SHOWN FULL SCALE. DESCRIPTION 2550 Hwy.SWHillsboroHillsboro,Oregon HANDLING MODIFICATIONS : 6471 EXP. 12312012� LL REV# DATE BY APVRg I 721 TYP 2 PLACES CONC CLOSURERECONNECT EXSTg6"TSL COLLAR TYP OF 2 FLUSHING CONN 6"PSC PVC PIPING TO NEW 8"TSL �,TYP 8"TEE,/15100 SIM 710.M-30 4 PLACES 710.M301 (15100 I GENERAL NOTES: 1. PIPING LOCATIONS SHOWN ARE APPROXIMATE. ,.:7 ADJUST AS REQUIRED TO CLEAR EXIST FEATURES . _ { .. SUCH AS ELECTRICAL CONDUIT AND PIPING,AND • ,, ,- ` TO CONNECT TO EXISTING PIPING. ' 11 I 2. SUPPORT PIPING AS APPROPRIATE FOR SUPPORT I E j E �„s, 3 I / MOUNTING CONDITION PER SPECIFICATION - _ SECTION 15060. 4 1 t 3. SMALLER EXISTING UTILITY PIPES NOT SHOWN. € ,_. .\.\ ' ADJUST PIPING AS REQUIRED TO AVOID CONFLICTS ? ({ ,-, WITH NEW PIPING. € E : EOM — < 4. SHIFT LOCATION OF EXISTING OVERHEAD PIPE ! s € .... ._..._ .,.. .. ... ...... 3�.... y SUPPORTS AS NECESSARY FOR SHIFTED TSL PIPING, i I I II II EE II TYP 4 PLACES ' E ' I _ i ,., .f E:;,. ADD NEW 6" ETO II 5. REROUTE 1/2"NPW SEAL WATER LINE AROUND , V© X ©i.. NEW EQUIPMENT PAD,TYP 3 PLACES.SEAL WATER y „I5,‘•••55,5 - - �ti' _ IXS 6 SC PIPING AA.„e L LINE TO BE SST TUBING. _ • I 6 V405 �1 'i M M € >; 71` 0 ' 'x'-n, �� 0 �0 i �0 �^ '” Iz,`�; 71` 0 ,_ ,..- < { { M 1© 8"V405 FLG x FLG, € ( r t(i i,y� ��' { TYP 3 PLACES �i . •':. .... _.� � � } I,.,.,,3-€ �.8 TS x.... s. ",.. 50)TYPOF3 • I �S3 J TSL, 3 ti iI ..... ( ( EE. ::: 3 NOTES �3 III) ' m______ {( ( �� jsa`'`'vv 8 V t 5 FL ._..�,� (( x FLG '.,'=k,,... ........... ........ ....... ..... ........, ._.,.._� E € t ' E r',_t , i TYP 3 PLACES WAS I E %i l '':::!1:..'I . e A I ( 5 E i.� € 3e 1 �' ,;r,<u E 1 € ->1 „ € € :€{ 9PLACES.NOTE4 ` j 15 50� 1 ( l CLEAR l I 1 1 i I # _... � '""�.j j LINE(ABOVE),FlELD VER6"�NPW j117 v -« ( V - © ,<> I © ;;I� { , 1.5"HPNPW,EXTEND PIPING TO CONNECT „III: ... _. I.. :-.-:-Sir....„...1K.I.0 �-.3 E TO NEW TSL PIPING,TYP 3 PLACES I • P • (( ..a .._. _ ...._.__ _ .. CONNECT uI. 40.t�30 �A ) ,•• AND LCSMTYPIS y .5:51), 4 € 7 t EQUIPMENT NUMBER KEY € „ „ ,S ,,, ._. 1 3 -:,;r,:,.,8_,,,, € ADDNEW6"TEETOEXST 6"PSC PIPING I /. ,. ( ._.,. ._.-. ........._.._ -- _. .. . t C R L /.:- >_ .., € € P1 ANT Ai R I 7„1„,_„..„ ' ....,...:.,d E _. ... ..... ��:. , TO MAKE ROOM OVR NEWOTEE a I a,;.) i 11 I V zt. 2 • E , e { 7 i E 7• (3): 1. 1Y C)r. € ,t:.,..:.�.2..:;Y,Et'27-'s'.sf.3fi 3 i v Tc.”. , € I �E m 0 1710GDR3802 I DF GRINDER 2 .. t_�" .. E i "`" OK 1710GDR3803 I DF GRINDER 3 t I - -- ` -��z ..5555:, f ;?.....i; . 88 • f L 710GDR3801 DF GRINDER 1 .. ......... .._, s —,..� - .. ., 4 .__. ,l'�' , s I o O I I , D 0 I IJ t M 710LCP3802 DF GRINDER 2 LCP 3 1 ON I 710LCP3803 I DF GRINDER 3 LCP , t 0 0 710LCP3801 I DF GRINDER 1 LCP • i I t ; � j f` / „,. F` { r N 1 { { U, E ( E Lii I1 i3 TSL ;F C3 b�IF..S J1 FERC }{ s F t >J 'eC.::. ✓`NvOl LOWER FLOOR PLAN So 'RgF0 01 I [Tilt SHEET TITLE: SHEET: OF: DWG M: . O' DRN: ERB DATE: +V 5d903PE minimme CLEAN WATER SERVICES SOLIDS BUILDING 31 so �EooN ,. DSN: BWR omit: 710-M-130 THIS BAR IS �( DURHAM AWWTF MECHANICAL oA°Te: MAY 2012 ..S.'1"t >.g_..,�,. o W \` CH2MHILL PHASE 5D1 LOWER FLOOR PLAN PLC F: 710-M-130 w,1zE� A CAD FILE a: ONE INCH WHEN z CHK: JEG 710-M-130_5D1_409421.dg1 DRAWING IS Oar commitment is clear PRELIMINARY SOLIDS 1:9 APPD LCC SCALE: AS SHOWN FULL SCALE. REV DATE BY APVR PW DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS cWsa: 6471 LL I EXP. 12-31-2012 I 1111 GENERAL NOTES: € • r_.._..... .. i 1. PIPING LOCATIONS SHOWN ARE APPROXIMATE. • € •• ADJUST AS REQUIRED TO CLEAR EXIST FEATURES € _ SUCH AS ELECTRICAL CONDUIT AND PIPING,AND [€[ TO CONNECT TO EXISTING PIPING. € :, - __, ., , t p ;^. .' f�9 x-Yt, EXST 6"PSC, € - .t € ,,,y RELOCATED 2. SUPPORT PIPING AS APPROPRIATE FOR SUPPORTil . "' • MOUNTING CONDITION PER SPECIFICATION i ' €/P '" ._ .-.......�... G .. ._.___.. .._.._.. SECTION 15060. € tea. 3. SMALLER EXISTING UTILITY PIPES NOT SHOWN. € • `• 4'°y �'� _ ::1:;i•';'/ °' -- ADJUST PIPING AS REQUIRED TO AVOID CONFLICTS WITH NEW PIPING. .._... ........ .... _...._ ........... ..........__ .: ,. ....._... _.._..... .... ... ... .... 4. SHIFT EXISTING PSC PIPING UP AS SHOWN. € CUT AND REGROOVE ' � ` EXST 6"PSC, f CONNECTION OF EXISTING 6"90 DEG ELBOW TO NEW 6 P,SC EXST SPOOL U" RELOCATED ,/ I _ .,. NEW 6"TEE WILL DETERMINE ACTUAL ELEVATION. 1 EXST 6'PSC IN :,/,-:•;'• ,,,...,.....„,,,,,,,i,.-,•1/4„,-1, , ,: - - --------'- ,.t I._ I < • ____L; 81 PSC, NOTE 4 ._ c�� . EXST LOCATION ) FI 1 I ��'s,.�N :u _.. ...___.._ I::••••:•••:: .. .. _...,.... .._ . -. .I �, �"' .... .... .....,,. .........,.. _ ... "` 6 TSL 8"TSL, _ �.. ....__ _., ISI ` r € ' z -f :-—--—--—--— -—- 6"PSC ® RECONNECT ✓"" it , . • EEO_ _ "z 8"TSL,TYP • ■ 3 / 1.5 HPNPW E r s — PSC PIP NG IN --- .___.... — ....✓ . 1.r: _� - ' CL EL 133.0_ .. �' py•-��■�" moi■ ' ' "� CONNECT EXST €I .I^`�' I/ f•' 1 i 6"90 DEG ELBOW iTO NEW 6"TEE, NOTE TE 4 1111 , f ... ,, — x j 6"TSL 8"V405 FLG x FLG, • RECONNECT EXST 8"TSL 8"V405 GROOVED FLUSHING CONN ,.n;•. SEE 1 PVC PIPING TO NEW ENDS,TYP 2 PLACES 15100 """' S'`�` ``'F '' EQPT PAD 8"TEE,C 15100 SIM 3358 TYP 4 PLACES IO SECTION O SECTION 710-M-130 710-M-130 I DRILL AND EPDXY#5I r @12", EMBED 4"MIN IN EXISTING CONC _W ':.,...................... 2002 1'-4"WALL ' v...-----ORIGINAL 9"WALL I EQUIPMENT NUMBER KEY `v ys ;s #5]( 12"EW • • \'IllLp -..�.... CONCRETE BROKEN E N OUT TO REMOVE EXST PIPE L,. ° . ' ' #5 HOOP PIPE • 3" 17-1,••::::::•;:;':,•,:;:•,'—] Ar., L, SEAL ANNULAR SPACE ; MODULAR MECHANICAL t�t �Y @ .)€ 2 WITH BACKER OD DROUTTH SEAL PER 15607'SIM M [ 11 P..•:2:i2 .1 i:IF PUMP 2 ' r...._. I DRY PACK ' DAll I C : _ NEW 8"DI PIPE ' "Oi•� - OPENWGIPER 15607) I , € OA' - m—Fr EXST PIPE SLEEVE ------ ------ NEW 8"FLARE 1 FM NEW 8"DI PIPE AlL41111Mill. 11 11 of r f; € EXST 6"FLARE DRY PACK GROUT W 2 OJ 1710GDR3802 I DF GRINDER 2 EXISTING SUMP NOTE 1 ••• A`+' 1/2"SEEP RING , ( _ EL 129.5± i €rte ORIGINAL 9"WALL 3 • r N ......... NOTES: W i I 1. PROVIDE HYDROPHILIC WATERSTOP ALL ._._..._._ .�._._. O AROUND.BOND TO EXISTING CONCRETE. ' 2002 1'-4"WALL CENTER ON 1'-4"WALL.HYDROPHILIC O~ 2'-0" 1'-0" WATERSTOP SHALL BE GREENSTREAK I EL - - — HYDROTITE SS-0215.BOND TO CONCRETE .... ._..._.... i, ............... ._............... .... ....._.... . ............,,. ......__ <...... WITH GREENSTREAK LEAKMASTER. c 1 . O1 2. TANK HAS PLASTIC LINER ON WALLS, REFER TO SPECIFICATIONS FOR REPAIRS. 0 DETAIL DETAIL vl NTS NTS 1 710-M-130 �' `r EJ �,.cpc t x$�,A/Q a DRN: ERB ATE: SHEET TITLE: SHEET:32 OF:60 DWG SI: y ' r M _ c 54003PE 7� IMIN CLEAN WATER SERVICES SOLIDS BUILDING OgFG cil DSN: BWR DWG it: 710-M-301 `=yam c �--_ Y DURHAM AWWTF MECHANICAL WE MAY 2012 4)- .sem. w THIS BAR IS CleanWater```Services C■ ■2MHILL PHASE 5D1 DATE. 710-M-301 �ti- 9., �0- g CAD FlLE#: ONE INCH WHEN PRELIMINARY SOLIDS SECTIONS AND DETAILS PLC* "`' •i cR� JEG 710 M-301_5D1_409421.dg1 DRAWING IS Om commitment U clear 1±1 APPD:LCC SCALE AS SHOWN LL FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS so, 6471 )EXP. 12-31-2012j I I ,E ' T---T---',-----yi----------IITr„---------------s--T-----F]I 1-''11 11 r 11 I- ' 11 jj( § \ / 3 ( E € fi€3a 1 'Y, I3,j j NOT ! rf wr : . .._ ,.., u -- — ....,._. 1 € • .. ws.� 1GDR3802 E 71GGDR38O1 .... 3 3 11 � , / _ r E 1 1 1 E � I P.17..71 FII, 'Iirdill € C1y3T II 4 t: I ijT ag. ; [ T ' - a. IP' 3 II 11 4 _ \ € x • 1 I ; r a ` NOTE 2 I 1 ' &„.„,,-::::'„ i•-•- E : ^_ ��NOTE 1 1 CP3802 710 3803• I 1 T1 CP3801 7 OL SCP OL 1 1 .. I75 1... i r I 4a E r .'" 161 , I 1 a:: 1 3 € 1 , I :. I O ,`, ....._ 1 I 3 E 33 1 _w tEr""7-7- ' ,,.. - . ..-.,.-- / :,,c/ 1 ,L., ti i 11_,i i [ccuilr • ,•,w +` �� - �- 710GDR380X e f N ! ....�,.,.- V E [PCI] CABLETRAY(EXST), Iii / i II S Y NOTE 2 I ,; ' I ' r 'd CABLE TRAY(EXST), w ..•,._..........._ --_.. .- ............. ._.__......_.;...._........_..qtr.... € NOTE 2 1 0 i- I € r[PC1] 480V 11MCC1000Y X 1 Ja 2 1 � I !. 1...c€ 3 2 rn ✓ IN NOTES: CABLE BLOCK DIAGRAM, TYPICAL GRINDER 0 1. UTILIZE EXISTING CEILING PENETRATIONS(NOT SHOWN)FOR NEW WIRING. vl LOWER FLOOR PLAN2. UTILIZE EXISTING CABLE TRAY(NOT SHOWN)FOR NEW WIRING WHEN FEASIBLE. _ O0 �l 1/4"=1'-O^ �µ,`C`�'p PROF r �NGI N$Q f a DRN: GSL E: CLEAN WATER SERVICES SHEET TITLE: SHEET:33 OF:60 DNG# �0 7182.PE SOLIDS BUILDING(SOLIDS) h DSN: RSH Dm ft: 710-E-130 PLGT MAY 2012 o3EcoN THIS BAR IS DURHAM AVM/TF ELECTRICAL �i�• CH2MHILL °ATE, q'gAY9 w CAD FILE#. ONE INCH WHEN ��111YYiJUGi Services PHASE 5D1 710-E-130 CHIC' MSM 710-E-1305D1409421.dg1 DRAWING IS Oar commitment is clear PRELIMINARY SOLIDS LOWER FLOOR PLAN PLC# qp$ NtR81 1±1 ATPD LCC SCALE: AS SHOWN LL FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS AND CABLE BLOCK DIAGRAM 6471 IEX?.06-30-20131 I i 1 I Ii f`F 1 lid ......... _Cry , ..... M • .. ` ' .._._ r -NE3FE 9 - .... .._ NOSE 1 - ' ... I I I , I ..........,.. ,...J' ........ ............... ... ........_...........11 ......,�... ... ... .. ,,,.. .._.,..,,,,.,..., . i... , , ...... ,/-....._. ......._. ................ .......... ......... ............... ......... ,. ;" ' € CC10 ) 1 EXST I I/ EXISTING ME©IUM VOLTAGE EQUIPMENT NOT SHOWN. I � INOT AN AVAILAI3LE I OR LAY OWNAREORK 11XFMR1002 I 1 € ...__...__... (EXST) -..... i • I I 3 11 PP10001 I �(EXS7) I I 11LP10001- I- I I . (EXST) I I I • / 11 MCC10002(EXST) I I t $ ( $F 7 a ' I A�________ ..._ 's , € NOTE 1--.........T — U w< • .. I I r, 11MCC10002(EXST) ( € i • € 1 11PP10002(EXST) € I X I I �w i 11PP10001(EXST) �/ ....... .._'. I 11XFMR10001(EXST) -'" I I 11VFD12301(EXST)�I.......-.€ $�. _ I I 11VFD12302(EXST) I 1 , ` I I I , , ___,.y. ,_— „;;,,,,:. I, „:; ; a y f1Oa 0, L \ iill L •a -y 17 , ; 1 cs, o 1 € 1 o NOTES' I a 1. UTILIZE EXISTING FLOOR PENETRATIONS . r• " FOR NEW CONDUITS/WIRING. CORE DRILL c WHERE NEW PENETRATIONS ARE REQUIRED. •1 N I 111 Ft' UPPER BASEMENT PLAN O OI 'c�ECTRiOq� W ORIG SHEET TITLE: SHEET: OF:60 DWG K: f 18 PE I CLEAN WATER SERVICES o DRN: GJL DATE' SOLIDS BUILDING(SOLIDS) I, DSN: RSH DWGft. 710-E-131 THIS BAR IS \�` DURHAM AWWTF ELECTRICAL onie: MAY 2012 ,�°REc°H W CADFILEk: ONE INCH WHEN C1eanWate; Sernces CH2MHILL PHASE 5D1 71O—E-131 9y9 b+ra.�� z CHK: MSM 710-E-131_5D1_409421.dgn DRAWING IS Our commitment iedem PRELIMINARY SOLIDS UPPER BASEMENT PLAN PLC K: a S.Nne IW APPD LCC SCALE AS SHOWN FULL SCALE. REV DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS cPRI ws 6471 [EXP.Ofi302013 I .i I ...I i j ::i T '''''''''''' , - WALL OF DIGESTED SLUDGE ^'.. ..I ( za r , EXST 12"OF I ti h HOLDING TANK 1 r �I ,. ', ,,r ^ NEW T EE n ,\.. s T . pp - ;, CL EL 149.003 Z 1 EXST 8"PIPE w; 'fie 0 a • ;.:;,,,,,,I:L, �I 1 _' CUT AND GROOVE 4 s. .,-I }' ir EXST 8"DSL TO EXST 8"DSL MAKE ROOM FOR NEW TEE r�, . I: , -r t DEMO SECTION OF PIPE TO MAKE ROOM FOR NEW PIPING '= 1 rr , ..... I , I r �r, 11 "V40511 11 I Ii� I FUTURE GAS j — „,,,-V- ; STORAGE t- �`� (EXST DIGESTER NO. 1)". a PIPE SUPPO / %”' �'� h`„,-„-.6Y:'' / r;r'" DIGESTED (PESUPP ,. '� ,4 �� g,' SECTION SLUDGE I 45 DEG � s- r PIPEBRACC� l':<"'-%.',',',' �t`, �r r .r A 1/4"=1'-0" ,'.. ELBOW. . sir'' `�-- r Or'' HOLDING l ( TYPOF2 4 ® �'r ; TANK 1 i ( L. "DSL ,' C st1t)'i_ .I CL EL 149.04, %, {,`,✓'� .x,,,31 . , r ,>1, r , PIPE BRACE• I \:,,,,,, !� r' p.,,� 3 � 11I ®,TYP OF2 - 1 ,,,,,'.5,-•-`,: , ,x Lam' ',� 1 € I •'€ � EXST F Y"1Y` S - em, I sc ' ri'' �': v .�,. ., r ...., frx ,, r '..2 r y ,�:..,} I EACH SIDE OF VALVE 6"PIPE SPOOL r ' �1 1 FLANGED r L f DSL v < MOTORIZED VALVE,-•" IIfirI- 8 DSL5(5T 6 DSL v4o C ;,r ,g/r. . ....... TYP ,�� LEL 14900# x ; I . p�"� \ �l •/ 8"BUNLI '�1G"V405 ^ _... �� ••,-• LAN DEMO SECTION ��'■'i/ i \� OF PIPEOTO MA KE l BRACE: ='<F ROOM OR O� DSL ✓i _e �...._. e © (EXST(444 EL RECIRC)20 ;^��,r r , '�""-� r` '✓ FIELD VERIFY • f r r r CL EL 149.04 _ Q _ DEbtOSION ss '-",\.;417:v15: � 5 •p n OF PIPE YO MAKE 6 DSL 'f -'� "'* — l y '�.,,. ,.,:._.,.✓.,.r...'... AND VALE , ' w .(::(C: ( >ri '`a ,,,,,e. ,.„,,-11,.,7,.:-.1.-„,::.--1,1--,,, r ^.l �,, '\ �l „--"'„11 ��r,r ^ C) SECTION 111 O a 740FV6801 :` "`�. t� • ,,. t/ 'ar N 740FV6801-LCS ''`, ' ., 740FV6802-LCS o "Y jy '" ,"`' ,,, - 740FV6802 o DIGESTED SLUDGE e� \a'''' NOTFS. I .2' HOLDING TANK 2 � ' DIGESTED SLUDGE 1. SUPPORT PIPES ABOVE ELEVATION 148.53 FROM CEILING. (EXST DIGESTER NO. 3) HOLDING TANK 3 2. SMALLER EXISTING UTILITY PIPES MAY NOT BE SHOWN.ADJUST c .-.� MINOR PIPING AS REQUIRED TO AVOID CONFLICT WITH NEW PIPES. (EXST DIGESTER NO. 2) LOWER FLOORy PLAN I C -/- , ORIGSHEET TITLE: SHEET:35 OF:60 DWG#: � 9aJPE 6 DRN: JHB DATE; CLEAN WATER SERVICES D�ooN INNINIMM DIGESTER COMPLEX 1(DC1) DSN: BWR DWG#: 740-M-130 Y DURHAM AWWTF DATE; MAY 2012 �,-1,,t ,�A o THIS BAR IS CteanWater Services C■ ■2M H I LL MECHANICAL s s Lii PHASE 5D1 740-M-130 ��r W ,�� CAD FILE#. ONE INCH WHEN LOWER FLOOR PLAN PLC#. IZ CHK: JEG 740-M-1305D1_409421.dg1 DRAWING IS ooreommim,eniireieer PRELIMINARY SOLIDS APPD:LCC SCALE: AS 137/226 SHOWN FULL SCALE. RE# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS AND SECTIONS 6471 I DP, 12 ar201 LL I 740LCP6901 DG GAS BOOSTER LCP I 7' ~APPROXIMATE -0",FIELD VERIFY w � _ 3"DG ill DM Dr 3'V606, -`� z PI IN HORIZONTAL 6902 II PIPE HANGER \f�� 740BST6901 '1 TSH 11) 15560�,TYP OF2 ek a �� 1' s 6901 I DG GAS BOOSTER �� .; ,..•``,. ,. s EQUIPMENT BASE 6 NMI ll a '',LillIMI 3359 O N i �'` 3°x 2 1/2"RDCR 4 TO EQUIPMENT :,,• CONNECTION, 3"V408, F _ TYP OF 2 TYP OF 2 w PROVIDE 1"THREADOLET, I s 1"DG,AND1"V307 8 V408 y 3 \ f ISI O SECTION a _` - mak ` ' m I :F ISOLATE AND PURGE SECTION OF 7408ST6901 z _ EXI NPSP I G IOR TO STI G DG PIP N PR DG GAS = : •-_ < s t `` DEMOLITION,SEE SPECIFICATIONS BOOSTER ; s d a '' 4„, FOR REQUIREMENTS s ,!x'. '�"` :, r�` `� EXST FLANGE DEMOLISH SECTION OF EXISTING DIGESTED R EXST 8"DG 8"DG AND REPLACE WITH NEW '.I :r, '''.;:„.,..-:',.\\N,-,.:%.,\,, '` t CL EL 163.50f FLANGED SECTION WITH TWO SLUDGE ' a e. .:>;, a", .:`n wT 3" ��'h `"'�,. 1"-----%i? asG•' • ;p� i PI 3.V606 '7,;::6". 8"V408AND VALVE 3"BRAN NEEW HOLDING , ;E 2dH NE }} TANK 1 z s 6�90� 6 f t J f t 1 v I d, �r rr 1 lo • /- i }.. , C :ti �v A" ...._".�zln� .�. , m.._„ z..,, a..a.. �I-.ti.:y. .«� F`,:.: „.. •�j: 4.,i..`. ':. ....,,,. .'..r Y ,.: P ... ...,,.I 17414-4,L-16,t,-;•4 '''''''' ..,`�.`"i._ 2 I '' -• f ,�'<'d tl- ,.S .. E; :: '.. ...�. ';<.. ... -. s r ...,.-,__ 1-------71:::::4 _._._."..._.,.", ,..,.,e.. ------7,7767.7:::=,', .1" '-±-„L-----------------,. ,._... t „�._ ....._ ,...,... ..... .�. - _� W D 8"DG FLANGE :;. xt ... .'., 4.,!-",,,, _ ..,:x_��.. ..� S��`� ONTO EXISTING PIPE ..;.,. \k, .,- ^ �. >. i .......„_.-„1- r ` .d "--sr } 4 "d + " i- ,. F �'+1► ._ I EQUIPMENT ROOM ' - ...- -;_>.. -a>>'„ ,:... 4 :..r,. Jj -- -.-�i iai . e � 1 ,: ..... .__.._.. .:4g- r IS CLASSIFIED 1,,,I„. .y :.: '''..-!,,.:4,./ .-:. � .<.. ;....:, , s ,i, .�'iS. .�� { ."_--$"^� a-t_;s r,^• g'1 s �9( 6901 'I:::' ::: „-;4" E�� - YifS is t'.,y '..=:ra: .6: CLASS 1,DIV 1 !,:f.-.4. "' _ is ." > „� ,z: ::,. i h I -r'at ,!'Axa, t`-I-' "c5.^". \J : ;.-... - , _ ‘,.i.„,--''.-„;.1'` .. . °"t4. .,.. Ii�..��`.".� 'j'� ,a..... '; PSL is .,a -,>ac, _ �' f• t . ,�,. ;. ,.. �,�. ti: �s �;r �k' ,w.l t,�.„,r,-R r'�� ',;t.. ra - ssol E k „,,',,:;!',25N. ,7<ax. ,. 4 .,.:..x,_ - .,.C;., st-'yd.^I--}--.# i.+- E. €: ,„2.:.,',,,:,.,:', :,,,,;.4l it a I �� >. � i' ,„,,t- _.. e gg t '3 :P PSL 6902 r `�',j r ¢`� - - tE" JI rill] r .„ , ,�; n, , ... ,,::. C ,�. ,.,. , .•1Y kJ Gia ,Ya.s^Z ..y4„ _'n rw' � 3 I�I � �; «,. a..G,.�: t j) t... 'r „.,.aa,✓' �156 0(� I- „ ,�. LL-,l�. ._�? I _sem F " •- 1.;12,'; ;..� • ..,. +. _,„:„. .,.,;,-- . -R:„:„ r.. .,� - y;,� ___„.„,,,,,,,,,,,v4,7-1,71---,,,4,,, sem' '�+- ,te e, }'�:'.ir.M,�,:, <rk, .� ,y, ,>aa,k - ;.T. I a .,-..,--.7=7,t=„2:7-_-,„:„,;...---__.„...7„..—.,...-11 ._--.. ."°,.a. F k J„�` I -_-� > E TSH 't g a 5:. dI 9 q,�9; f i —y A-(S t g a f� its 4 6901 @ r-f.:7 a� „•T. •;',,,„ ?,� ,, °*. `:^ , 14,4{,14,„,',.',„k, I >,v.a.,e,--- . d _ __..._., 'Sa•,.....">BE�D.............„ _ .,_,.._.... E E CLi ,' ,11-'- -`^.a p I Ii j f , 7 ....t� gBOOSTER> .,.� 3"DG :;L d ,a-. o _ ,. ,_ t .____ w. „� - ' `�Zr,. 4'4.,_. ``' CL EL 157.75 ly ',.y x� „...,,,,,,B0{ey. N —77-77 .,""”` ..............-1--- ._ ,..._._ ....sJ<_ DG GAST6901 -!,e •,4 .y :...„.: ,3 I _ Iii BOOSTER PROVIDE 1”THREADOLET, PRESSURE CONNECTION 1"DG,AND 1"V307 INSTALLATION(13305),TYP OF 5 Io MAIN FLOOR PLAN C;)1, a 1/4"=1'-0" 9 AO SECTION I ��I of �N.�0- . PRO �y 5490.3PE ..`r..- 03 '.. `79. RIG - — - SHEET TITLE: SHEET:36 OF:60 DWG#: , >. I '411 CLEAN WATER SERVICES �REo ' DRH: JHB °ATE. ii DURHAM AWWTF DIGESTER COMPLEXI(DCI) ;WI MAY 2012 �<. -N di DSH: BWR DWG#: 740-M-140 THIS BAR IS a�I1ICI �IV1CeS PHASE 5D1 MECHANICAL °ATE: 740—M-140 �F�r wg'n°s�� z cHc JEG 7401M-140_5D1_409421.dg1 ONE INCH WHEN Out CH2MHILL GAS EQUIPMENTROOM PLC#: DRAWING IS PRELIMINARY SOLIDS LTij APED:LCC SCALE AS SHOWN FULL SCALE. REVS DATE BY APVR DESCRIPTION 2550 SWHln3bDOHwy. H813bor°,ore9on97123-9379 HANDLING MODIFICATIONS PARTIAL PLAN AND SECTIONS , 6471I EXP, 12-31-.2012 LL I ..- i [P3] I ] E LP 100 P3 P3 05 I }4, �� J�`'� FV680X 0 (EXST) 1 r , 480V .., .- O [CS] -_�....�. , IC10] CP 1661° I� aoFvssox-Lcs I r r Zn< , i ... 4\ sr ✓ /� �� i I ti E 'PUMP ROOM CABLE BLOCK DIAGRAM, TYPICAL FLOW VALVE r ter _ x-, 2 • i i , f ) ii I f z€-.... ,,,,, > ,, N.II ::,7,,,,,,,l'71--...,, ,,,,,,..,,,,,,', ......... I ... I • :., i.:.""E I i ,G I E I I CLASSDIVISION ( E I , I ;•-I I, 2I „ ✓. } l� r r ii-''ll _ °€ 4 r � ] .._._..............w il '. I 11 i is L� -,..\\"'„,-/ li ,,4, h ,.,;,`,.,e,- ,--;,,,,,-„,- >'''' k i Gx<- ; G.) Ea 1 I I V 1 11 FI }I ;' I Mv, 'SX — �� /.. 16158A) ., 40FVfi� � 1. k ' i .y I a =.,r fir' `�.,,, `� *. -'940FVb807.��5 I 4y n-Iv-, ' -, .. f. t r id +, I ay ' ._. .. , ttVS1 �,, '''' ''.„',,,, .`,,, '„';'',‘•-•.A„.,.,. ,z \ „,,,)„.„,,k›,,- ,.,„,,,,„,,,,,,::::.,,,,,< ,,,;;,,,,,,,. „', .,-,„''' ,,-.1.,,„,„:".i' ';,„,:--„ cv r O 2 I - � � T _ �1�E! s �� T S ,. NOTES: ,r'' 3 1. FOR LP-10005 PANELBOARD SHCEDULE, c / �r`-;,�\ REFER TO DRAWING 740-E-140. m N 0L I § LOWER FLOOR PLAN �I 1 ��Q,��PRac f'( IS °�° CLEAN WATER SERVICES SHEET TITLE: SHEET:37 OF:60 DWG #: '�+ 7182'4. T d DRN: GJL DATE: DIGESTER COMPLEX 1(DC1) I.- DON: RSH DWG#: 740-E-130 THIS BAR IS DURHAM AWWTF ELECTRICAL DATE: ONEGON �iyy�ter �. _ CH21V1HILL MAY 2012 W CAD FILE it ONE INCH WHEN YYdlGi SeMCeB PHASE 5D1 740-E-130 q s''6 z CHK: MSM 740-E-130_5D1_409421.dgi DRAWING IS Our commitment r#clear PRELIMINARY SOLIDS LOWER FLOOR PLAN PLC `9a a I:9 APPD LCC SCALE AS SHOWN FULL SCALE. DESCRIPTION 2550 Hwy.SWHillsboroHillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS 6471 LL REV# DATE BY APVR g Mss: I EXP. 06-x-20131. I I ELECTRICALPANELBOARD SCHEDULEI f,-0:" - l,P 0005(EXST) PANEL:LP-10005 LOCATION: DIGESTER COMPLEX 1 MCC ROOM Z s, d f ' VOLTAGE:4801277 VAC,3 PHASE,4 WIRE MOUNTING: SURFACE Aq.„ , �, �,� BUS SIZE:60A FED FROM: MCC-10002-5D °„ MAIN SIZE:60A MAIN TYPE: CIRCUIT BREAKER ''s Z � + NOTES: CP-10010(EX,ST) BREAKER LOAD,VA LOAD,VA BREAKER `.•�. "' CIRCUIT TITLE CKT PHASE PHASE CKT CIRCUIT TITLE I NO. AMP POLE A B C A B C POLE AMP NO. � s -4-' ', - LIGHTS-BASEMENT 1 20 1 nidi 1 20 4 LIGHTIT S-MTEZZANINE ENT LIGHTSBASEMENT 3 20 1 "� d° x ,-1\:\ ✓ ,-,-A LIGHTS-BASEMENT 5 20 1 �✓/4 1 20 6 LIGHTS-MEZZANINE g is a ;:,. ] ',,,..' E rk s,,,.--'-- ✓��' '.' "E FLOURESCENT LIGHTS-MAIN FLOOR 7 20 1 ` \ ,,�� 1 20 8 LIGHTSTUNNEL y *" `4 . cdr',-;;;I„' FLOURESCENT LIGHTS-MAIN FLOOR 9 20 1 - ��"�> -' 1 20 10 LIGHTSTUNNEL � 1``� 'k ' ' ''�^�q .� LIGHTSELEC ROOM 11 20 1 �a\�� ,N 1 20 12 LIGHTSSTAIR&MAIN FLOOR ' -�^� �� \ `.i a �` ii SPARE 13 20 t ��`j- 'a 1 20 14 SPA wiT ^''' a �a;a r¢a - SPARE 15 20 1 -ft-; _ 1 20 16 LIGHT 20 ` e a �^" >sk z ' SPARE 17 20 1 \�� 1 20 18 HPS LIGHTSMAIN FLOOR '�1 g.'' ^ r s a / - 740FV6801* 19 15* 3* 500 ��00- )�4 � �- 1 20 20 SPARE \Pi4 £ j ` 21 500 �O� `�,"� �_ 1 20 22 SPARE '4 F `�'�` .,� - 23 - - 500 00%4/4,;,.!k,::- ,,,:S„ 0 !z 24 EMPTY ] 740FV6802" 25 15* 3 500 ] 1328 : 3* 15* 26 740LCP6901-GAS BOOSTER* ] k ) 27 500 1328 28 5 29 x� -' 500 i✓ 1328 30 �• ( TOTAL LOAD 1000 1000 1000 1328 1328 1328 t ,, kk *BOLD INDICATES NEW WORK PHASE A LOAD(VA)_ 2328 ] "; k e PHASE B LOAD(VA)_ 2328 I in 11 k PHASE C LOAD(VA)_ 2328 ' j �, j?SL6�0'] i k TOTAL LOAD(VA)= 6984 740BS+T6901 —PSL NO,., I ] k k TSH6901 ] _ _ ^ ]I pfd 10 I ]3 1 In ( ll �',E f} ,i 9" y NSP '` ...... ... • d" _\• - k [P3] 740LCP6901 (13] LP 10005 V v k +,✓ 740BST6901 480 3 XST) ]• : �3 C2 C14 10 r TSH6901 %\ C( 0) • a (EXST) k-'� a ..per C2 [ ] Q (cs] " PSL6901 k ( ` �. 6.j‘;. V I F; � 3 dad PSL6902 /\ N I ( \& .. Edi.; ' : GAS BOOSTER CABLE BLOCK DIAGRAM ui Ia �„^ , s ` NTS a t1,e1� a VI te:rx CLASS I,DIVISION"1 AREA id c ' o MAIN FLOOR PLAN 0- SHEET r°2 1/4"=1'-0" C DI v s`l a I vl O01 �I W ORIG SHEET TRLE: SHEET: OF: DWG , ' ORN: GA_ DATE CLEAN WATER SERVICES 38 so T,a2E a � DIGESTER COMPLEX 1(DC1) P."- DSN: RSH DW" 7a0-E-140 THIS BAR IS c _—__ DURHAM AWWTF ELECTRICAL PLOT: MAY 2012 ORE.. w GAD FILE It, ONE INCH WHEN Services CHZMH I LL PHASE 5D1 740-E-140 9yas"'9'��4� Z CHK MSM 740-E-140_5D1_409421.dgi DRAWING IS Oureommitmantirclaar PRELIMINARY SOLIDS GAS EQUIPMENT ROOM PLC#: qN s..ea�� IDi SPD.LCC SCALE: AS SHOWN FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS PARTIAL PLAN AND SCHEDULE GWS 6471 EXP.oG 30 2013) '^\ /\ --% // // \ \ // -/ \ \ // -/ \ \ / / ,✓ ,,r vv vim/ / vv vvv/ / € v...... vv /�// ��/� vv /�/ �NOTE'2 Nv / / r v v -` -' ( \v / ';' N / vvv vvv / / f, ..� \ - r \ / \ \ r� r a v 1 11 I DIGESTED SLUDGE ( -1 -- GAS HOLDING e a ,. € AREA CLASSIFICATION HOLDING TANK N0. 1 TANK N0. 1 \4 ,' AROUND TANKS f�''> 1+ . SIDES TOP "'" " � i 0>5FT 5 10 FT 0 10 FT 10 ? e \� _ 1 .. DIVISION 1 2 1 2 > > >15 FT i s ...../ ., .. 1_.................._,.., •�"� '':;:(q---;!;;; �� 1. DISTANCES AS MEASURED FROM THE NEAREST I ii r f � 1 TANK SURFACE. 5 ,.,,, LI(... ii m: , �.. �� . NOTE 1 ''''.%, ``' , / CLASS I,DIV.1 AREA N vvv r„.1,-,, .»" o\ S 5 T' /\ // / N.N v v . I f ",.... L..l ��•� �/ // L. CLASS I,DIV.2 AREA I N vv r � e '� _4 / �/ NN N 1 r I j "�. tII � / / \ 1 II DIGESTED SLUDGE .; DIGESTED SLUDGE HOLDING TANK NO. 2 HOLDING TANK NO. 3 I 11 a Ei el ? LIT6801 /\ [Al] O I [A2] `....(EXST)^ Iii 1 i 11 Ii ! 1 % [A1] it LIT6802 0 ,, LEVEL INSTRUMENT CABLE BLOCK DIAGRAM I N vvv v v v v 1 LIT6801 /�'v'NN v LIT8802 �`r /'' / '' NTS N N N di NOTFS vvv NN _ /// v vvv � r .r"`> -/� /-/ r N. r 1. ROUTE CONDUIT ALONG PARAPET WALL. ROUTING \\\ N\\\ /�' -/' \\ N\\\ ~`� E //' / iO ACROSS THE ROOF IS NOT ALLOWED. vv vv , „r" / // vv vv // �/ :(4-- . 2. ROUTE CONDUIT DOWN EXTERIOR WALL AND CORE DRILL \NN \NN ~~ /' //' \\\ \\\ ' TO ACCESS ELECTRICAL ROOM. PROVIDE GAS TIGHT SEAL N N N N /' // ?11, \\ \\ // // a AT BUILDING PENETRATION. \\ \\ /� -/ \\ \\ /\\ // N\ -/ v \\ \\\// /// \\ \\\/� /'�/ I Si \ //- N \\\\L. \ ///' DIGESTER COMPLEX ROOF PLAN\\\\\ ,/ tCTRic �I � ,�d PflaQ�A W DATE CLEAN WATER SERVICES SHEETTITLE: SHEET:39 OF:60 DWGA �� Ti&T�PE DRN: GJL DATE: DIGESTER COMPLEX 1(DC1) oAEGaN /'�1� ] _� DURHAM AWWTF PLOT MAY 2012 CH2MH I LL ELECTRICAL DATE DSN: RSH DWG I 740-E-150 THIS BAR IS tALP�Il PHASE 5D1 PLC ti: 740—E-150 �Dy4�AFY e..,,yF�' w CAD FILE#. ONE INCH WHEN O 1 CHK MSM ' z 740.E-150_5D1_409421.dgr DRAWING IS Ons commitment i•clear PRELIMINARY SOLIDS ROOF PLAN s.Hai J APPD:LCC SCALE: AS SHOWN FULL SCALE. CWs LL REVS DATE BY AWR DESORPTION 2550 SWHiIlsboroHwy. Hillsboro;Oregon 97123-9379 HANDLING MODIFICATIONS PRl#: 6471 {EXP.ns3o-xr13{ • IDGESTERI I DEMOLITION TO THIS LOCATION.RECONNECT TO NEW HOT WATER PIPING SHOWN - ASI 1.1 I LISH ON WG 750-M-130.3"HWS AND 3"HWRLIN ES SERVING IPS BUILDING O ` , { € E 2. DEMOLISH HWS AND HWR OVERHEAD LINES SERVING SLUDGE HEAT _. I E ( € 1 ° E j F f - E F s I NOTE3 .,. .v RRESPON ING O !! E \ E € ? 7 i i : ? RECONNECT P PING AT HEAT EXCHANGERS AND HOT WATER PUMPS D AS SHOWN ON DWG 750-M-301- \V N 3. DEMOLISH SECTION OF EXISTING PIPING TO MAKE ROOM FOR NEW 4"NPW \ - VALVE. �j `- I DEMOLISH GRINDER, \ 4. SALVAGE EXISTING LCP STANCHIONS IN PLACE,FOR MOUNTING OF LCP,AND CONCRETE `// NEW LCP'S. EQUIPMENT PAD, '� TYP OF 2,NOTE 4 i ...... i 5. DEMOLISH 4"NPW AND RELOCATE AS REQUIRED IN THIS LOCATION. �/" F f_, �- `/ 6. DEMOLISH 3"WST AND RELOCATE AS REQUIRED IN THIS LOCATION. I „, - •� ;,„.,/ j MATCH EXISTING PIPE MATERIAL. // / NO 3 �, I � Q NOTFt A g 3”WST DEMOLISH EXST € ,,,, ,� _ 5 ,y ,- 6 HWR AND HARDWAR10"BLIND E n.., .. _ .... .. _... �� \ : °.i� 2 ../ 4:4 ., ... �,, '`� ,� ,_+` ♦♦40,4040.• -4,—****AN��.��' i ! \ .. i7 Wr.._:r ,_1 1/2 „..,-./I 1 I I .> NOTEf3ei NOTE 2 -s:',:', ��, �"� vv 3"WST NOTE 3 I la:DSL l''''''''' 17'1 :-.4T-----\.,----1-: '''' ''':i'l,;:l';': � A . !� ill...'.... .:.:,1::':,>/:4.-,..,.\:-..,,,,,:;,,,, r ,�rl Irl. 3 f I I i il.,,,d i,-$ � �� !� % 4"NPW �� z '�". E v ....... NOTE. �' �� ,� e . '�..;" r \ / 3"WST 0 � 1.1i,::::. ::'<!- A..„„ �� 3"WST +� � NOTE 6 ® i g - a li iii �HI 'N� ; i ' �� r N \\ E / \ ui ? \ \ .\ l \ .E �-\ `NOTE 5 �A� ( i 3 111 2' r v'-. 1 FsJ u� AV �� a \\ , ,•. \ r/ � A D-,1 ._ _ �.\\ \ 4"NPW 3"DRAIN z z .�� I o / rdi N / / K N LROM D,GESTER FET...,',TANK:" s' / ;> `3/ ' 5 -/ ... Q € i _1 a rn g O ,-' LOWER FLOOR PLAN (iiii, of 1/4"=1'-0" \�14R�©,px�seS�io I g 7.. ORIG SHEET TITLE: SHEET:40 OF:6`Q DWG %83-_ 0 DRN: ERB oArE: CLEAN WATER SERVICES raoN MIIMIIIIIMINII DIGESTER COMPLEX 2(DC2) Is- DURHAM AWWTF PAT `=yam �+ _ Y DEMOLITION DnrE: MAY 2012 so,`�2ru , ` 0.SN: JTK Dwc#: 750-D-130 THIS BAR IS C1eanWater Services C ■2MHILL PHASE 5D1 750-D-130 FHo As w ONE INCH WHEN CAD FILE k ICHK: JEG 750-D-130_5D1_40g421.dg DRAWING IS Oar commitment is clear LOWER FLOOR PLAN PLC it: W PRELIMINARY SOLIDS Gws EXP,05-30-20xi APPD:LCC SCALE AS SHOWN FULL SCALE. REV#• DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS ,�,#; 6471 I I IT I \ .._ .. .,.. ._....... ..___. ___-_..._..____...... DEMOLITION NOTES: AND _ RELOCATE PUMPS,MODIFY EXISTING ELECTRICAL CONDUIT ... .. ... .: \� WIRING TO ACCOMODATE RELOCATED PUMPS,CONTROL ' P 1 , € '�\ AND DISCONNECT SWITCHES.DEMOLISH UNUSED CONDUIT AND € WIRING PER DEMOLITION SPECIFICATIONS.EXISTING LENGTHS ARE ()OWNI E \ \ LONG ENOUGH TO EXTEND TO NEW EQUIPMENT WITHOUT SPLICING. /z / r V WIRING IS NOT LONG ENOUGH PROVIDE ALL NEW WIRING ..,-..t.";>/ .— BACK TO SOURCE. ? - 2. RETAIN AND RECONNECT CHEMICAL POT FEEDER TO NEW HOT -� \ WATER PUMP SUCTION AND DISCHARGE MANIFOLDS. v/' \ \ 3. RETAIN AND RECONNECT EXPANSION TANK/MAKEUP WATER TO ( NEW HWR PIPING. :7./ / I 11 € `\ it,--,.!I 3 j NOTE 1 4. RETAIN EXISTING 3"HWS/HWR PIPING TO/FROM HVAC EQUIPMENT. %- RETAIN EXISTING HWS BOOSTER PUMP.RECONNECT TO NEW PIPING 0 CIRCULATION €"'' 9 AS SHOWN ON DWG 750-M-140.y • ; 5. RETAIN EXISTING TEMPERATURE INDICATORS AND THERMOWELL FOR , � ,..A / <� INSTALLATION ON NEW HWR PIPING. ` '�1 2 I NOTE 1 �� \,/ �� 6. RETAIN EXISTING BOILER IMMERSION SENSOR AND THERMOWELL / %22 FOR INSTALLATION ON NEW HWR PIPING. \-/ ate\ \/�' 7. RETAIN EXISTING BUTTERFLY ISOLATION VALVES AND RE-INSTALL AS W___. 2 SHOWN ON DWG 750-M-140. NOTE 5 ��,• /f -..., \ i ®iii ii.y �9is III ° ��1` ilt:L----''''''w.''' ' \ ...._ r € / N K1:' NOTE 3 i !1 r €, , �. /� ''' NOTES , /' -----t 3 _,.raLh..:10!� 1111 \/ /., ,, • NOT '7 122 2 II\ • /,,,,,,,„„ii i t.,.........-,,,,,,,,p 2,22EIE //,�/' �I 'k7 i� NOTEY\ ti •f!„4::•..-5-!,, Il �+ y...-... \ - Z• NOTE 5 NOTE �� ' � 7 1� , I \ NOTE 4k�r ,�' / *� \, iii. >.� %Y \\,\/: /,/ � // o ., Ft ui ' ,„.. �/ N 2 /,. ., >, OTE 4�' �e %.�''/ \�\ \ 31 I \ 0 D C h // }�r c{i� PN ..,x w f / // N 0, N r \ 0 I a TJ W GROUND FLOOR PLAN " ” cl 1/4"=1'-0" (-_- ....C5- PROFESS Ilsr 41 ORIG SHEET TITLE: SHEET:41 OF:6`D DWG#: ORM ERB CLEAN WATER SERVICES Ip DATE: MININI DIGESTER COMPLEX 2(DC2) OBE60N N. DSN: STK DWG 4: 750-D-140 DURHAM AWWTF DATE: MAY 'sod 7tr s THIS BAR IS ry/�1e�-�_�-� CH2MH H ILL DEMOLITION 750-D-140 TKos,As k W CAD FILE it: ONE INCH WHEN tdCdll Services PHASE 5D1 PLC/0: CHK JEG 750-D-140_5D1_409421.dg DRAWING IS Oar commitment is clear PRELIMINARY SOLIDS GROUND FLOOR PLAN IW w'PD:LCC SCALE: AS SHOWN LL FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS PRT#: 6471 IER.06-30-2013 ES: I 0/ 11.OTREUSE EXISTING LCP STANCHIONS FOR MOUNTING OF NEW LCP S. .. .. .. _.. .._ ..._.—. OUTE AND TRENCH DRAIN I ! --- '` ')' I""' - 8 V405 2. ROUTE EXPANSION TANK DRAIN TO TRENCH DRAIN.PROVIDE 3/4" .. ..... I :. 3.. .._._... .......... .._ V300 ISOLATION VALVE € j € 's p 2'V307 " 3. RELOCATE EXISTING 4'NPW AND 3"DRAIN IN THIS LOCATION AS ,� REQUIRED TO INSTALL 10"HWR,8"HWS AND 8'HWR. 9:: I. .• . . I _- ._ ? �� DOUBLE-STRAP 4. CONNECT TO EXISTING VENTS AT THIS LOCATION. SADDLE FOR 2"FF (RELOCATED) �- \\ \ FUTURE 10"HWR 5. RELOCATE CONDUITS AS REQUIRED FOR FUTURE INSTALLATION . - r. �` FROM COGEN FACILITY OF HWR AND HWS PIPING. I __\ _ REPLACE EXST i € lt) .j ''\ FLUSHING CONN S �•�•t.i3c,€ EQPT PAD FUTURE 8"HWS TO WITH NEW t €V.,:,i%i' "�' TYPE F BROWN GREASE FACILITY 11 �15100� 750LCP6701I • -,/� �- (((lll I SLUDGE RECIRC 1 750FV3801 3356 GRINDER 1 LCP • 11 ! �5. % 750FV3801-LCS I 3 FUTURE 8"HWR TO ( ••' '° 750GDR6701 ex' ill1 BROWN GREASE/ j ' 3 NOTE 2 COGEN FACILITIES I ( �`• SLUDGE REC#RL '- WATER , EQPT PAD / Ni"'✓/ GRINDER 1" > e ;© _ .€ / 'I I TYPE F TYP OF 2 s �^ �/ /: CC,' I 1 75076601 ._ .....__.._._. _ �3356� �1� // �;' ., EXPANSION "'x ( "' �,. ,'• . PIPS/$t1PPOR7 CONNECT /_ 1 1/2 V TANK 1 -' ✓ a. \ "� ,. TO EXST WST ` 750LCP6702 � ""� \\ ' /P - // 75076602 SLUDGE RECIRC x;,' �' .�'/� m.3}�,.r -\ FE EXPANSION 3`P=�S j GRINDER 2 LCP �� ` �� ! A 6V� _ 1: TANK 2 .._ �...... _ ...: t�,•y }• �� 10"HWS till i NOTE 2 x �.€....2 ..... ,,-. 750GDR6702 "a. �. �. �'€ ,/ _ _.......... SLUDGE RECIRC \ zm� • 4"HWR . X _ I X `11, 2"HWR a GRINDER 2 -.41.',; 4"HWS I / 10 HWS 1... ,« ' ' Y. / NOTE 4 I ( 9 ,-...__._. 4"/500, v �. I z� .-�.it)2 TYPOF4 \/ - /y . .5 .._ DOUBLE-STRAP /' �% '„,",,,,;;,,,,,,,,X,/\ PIPE SJ' RT /� ..FUTURE f \ �/ - -•c i SADDLE FOR Z'F3 & •:.x / a"v405 • 'A?5532 �_ CONNECT TO „ t .. \ .. i REQ/D::'P .°4 >>TYF°L EXST 3"WST 111 TO DGEST.til / gK�.��\ i M .._.. ... :.. �� :� ��, 4"HWR ' N/ / \`` 4"HWR 1 10"HWS / / ` 5<°:1C. 2•�,V307 4"HWS / • / / / ./r C;..1.%.- I `moi ......... _.__ ._ _. .,.. -.. NOTES: ._._. ....._.. 1. AND \ DISCHARGE MANIFOLDS OF HOT WATER PUMPS. N • 7/ I7 2. RECONNECT EXISTING 3"HVAC HWS I HWR PIPING AT THIS 3 LOCATION TO NEW PIPING THROUGH FLOOR. :,• r ' ` - ',\ / i 3. RELOCATE EXISTING CONTROL STATIONS AND DISCONNECT I i �,,, �. .� ,,-;-, , �' SWITCHES TO NEW LOCATION.STANCHION MOUNT SIMILAR — = .: TO EXISTING. / �?"""�' '� 7 PIPE SUPPORT STING -'/ \�y :r .I:> 4. CONNECT 2"NPW FROM EXISTING EXPANSION TANK TO 2"NPW , '>".1 r ,_,,� FROM NEW EXPANSION TANKS.CONNECT COMBINED 2"NPW TO I j/ _ 4'• \ /` (RELOCATED) 10"HWR AT PUMP SUCTION HEADER. E` / EQPT PAD 5. EXISTING 6"PIPE THAT IS DESIGNATED AS HWS. Q CONNECT TO EX S '.' + / TYPE F PIPE SHALL NOW BE DESIGNATED AS 6"HWR. �� _ / //,' (RELOCATED) 3356)TYP OF 2 ® \\ _ .��•, 6. ISOLATE SECTION OF PIPING AND PURGE WITH NITROGEN 750SEP6601 \ /.,�` GAS PRIOR TO REMOVING EXISTING VALVE. `� AIR ..,�' 10"V608 IN VERT OF PUMP j.., DISCHARGE,TYP OF 2 7. CAP EXISTING 1"DG SENSING LINE CONNECTED TO EXISTING ' / SEPARATOR PRESSURE REGULATOR. /, �. \ 10"V500,TYP OF 2 *' 10"V500 IN VERT OF 8. REINSTALL EXISTING TEMPERATURE INDICATORS AND \ PUMP SUCTION,TYP OF 2 THERMOWELLS.PROVIDE THREAD-O-LET TO MATCH SIZE. --�'- - �/[ s PI k / x '.,:1 NOTE 1 9. REINSTALLEXISTINGBOILERIMMERSIONSENSORAND THERMOWELL PROVIDE THREAD-O•LET TO MATCH SIZE. 6V� i PI WIREBACKTOBOILERHEATTIMERCONTROLPANEL. NOTE 10 ` UPSTREAM OF ISOLATION VALVE PROVIDE WIRING AND CONDUIT TO NEW SENSOR LOCATION. NOTE 9 4 6`� IN VERT OF PUMP SUCTION 10. REINSTALL EXISTING BUTTERFLY VALVES. i /\ - �-, 750ARV6601 i 11 :/// �� . ** �`•'•� } PI TIT IN VERTICAL ` 4 6PI 'i , f ° ', �. .;'.i / NOTE 8 ® `�'�� / � �� -Y� 7 0� I 10"HWS, i \\:.' THRU FLOOR 15610 ^� ;�:/ /<\', � 'NOTE 2 NPW,NOTE 4 / WR / ' \,_' - FIT I 3 HWR/DFROMAIR 10"HWR /�/ �'� '�. - - ( SEPARATOR DOWN TO/✓� `,\ \ / ;,� `, N0010 �`�.'", I EXISTING HUB DRAIN 10"x6" s .��s.. R . R /" �� ,. �F/ 750 �V601 .._.. 3' - . ., '// /' S`X I / 7/� '�\V `//,J j E j 1 • 1 Nczrelo` ti\ \` �� /' I /� / 6"HWR .,,.„- :::::;..,,,Jit./ <., /� ,�� \��, E, // \ A; / 10"HWR i�, , TE5 S / ✓ / P4 PLftCES� / - � / E st,a ,'`'g t``. PIPE SUPPORT s r` e✓� � \ \° / ,'�', _} z__ .. ../ . . /,// :/..,>,/ i' . . �.o• EXS 8 G y ,rFF,.,;..: ®AS READ,TYPE. t \�\ \\-#'4,,,„,`.›,i''.› ,� i ti"„ �, ��-` BUND F`LC4tkxtisl` �/ <,,. NOTE 8 ,NOTE 10 ✓"�" ' �� '- SALVAGE EXST /� LI • 3 HWS THRU ��„>2, -- PRESSURE FLOOR,NOTE 2 .� 7/ REGULATOR / 15610 , BLIND FLG ✓ , 1750GPR0001 \ `, s , \�; 750V6604 .o i ' i <� Jai/ - SEE BALANCING J 4 'K./ / s v ` /' 7 '� I o VALVE TABLE �.� "�,/ DWG 750-M-301 />�HWR /� � •� i V / w FLOOR,NOTE2 / �;..,� ��',,...THRU FLOOR ,` //,„ ,, \ �,. �, /'`� 156101\ �• i ' -:: � 15610) / „ \ / - _./�'' - PROVIDE FLANGED 8"DG I§1 / / 111 O \ "� '� !� \ , / „_,,,',vzs jv` SPOOL,LENGTH TO MATCH, ,N a ,,,..• °„. REGULATOR, �,.,, TO REPLACE REMOVED r.✓ _ ..-�,. �'� i�. -� i d^c � / i / \- ;sc•3 r PRESSURE REGU R, ,, ` /-' :,.:' -. �, ../ \\\' ,j�� -<'` s _ �;� NOTES6AND7 GAS TRAIN PARTIAL PLAN Cii ' N \ 1EXTERIOR` a BOILER HEAT TIMER ....___• , /' \`'p, CONTROL PANEL rn 0 v 0 �' GROUND FLOOR PLAN ” �I 1/4"=1'-0" O ;,Ep PROFS}-S, O S G'' re Sp.. r �S31 °R° CLEnemmoi AN WATER SERVICES DURHAM AWWTF SHEEP TITLE' DIGESTER COMPLEX 2(DC2) SHEET'43 OF:60 DWG#: / ® _ OHH: ERB °ATE_ PLOT r oarcon °sH: JTK DWG#: 750-M-140 MAY s CH2MHILL MECHANICAL DATE o�Tr, r Li; THIS BAR IS ( PHASE 5D1 750-M-140 Ha�,AS K 3 CHK: JEG `50-M# ONE INCH WHEN GROUND FLOOR PLAN PLC: 750-M-140_501_409421.dgi DRAWING IS Our commitment isclear PRELIMINARY SOLIDS I Ili APP°LCC ALE AS SHOWN FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS AND PARTIAL EXTERIOR PLAN cws 6471 I€cP.o-aszo 1 LL PR#: I ......1,,,,,,.. 3"HWS - _ 3"HWR 750V6603 ; 1 , 1 I 6"HWR 750V6602 10"HWR 10"x8"RDCR 6"x4"RDCR 4"HWR 10"HWS I I ; i ;...............„..„„„..................„„„„....S.....'.HWS • ; , I ; ; I 1,---;,"REEG,1 E;VERESTE.E; _EG„G_c„..,...„.................. .I, f""""_a Er__i-57:_00_•h. ,A.,____fttIIMOr" ....__ , . BALANCING VALVE TABLE (, I : VALVE SERVICE VALVE SIZ E(N) FLOW SETING(GPM) „a„pria::::::, ...... : a I ,,,,,,..15-5.00 .,,E, E, ;,, _EEG, i CL EL15_6.904/ 0 -4, i ‘...7(4.6.,-;;,, ]i.-,..A•4:::.j,-:* -,',:''. 11?-,A1 ' , ..,....„„„„„„ ;kg; .,,,, :, ! 4"HWR 4"HWR ; ;;',•,.,,•,'",,,,,,,, /,:,- r,,,,,- , 7ff _ CL EL1§5.00 , . ,.. 750V6601 750V6602 750V6603 SLUDGE HX 1 SLUDGE HX 2 IPS BLDG HEAT V472 V472 V472 4 : 4 3 240 240 62 4"HWS Ir-,I.r r,:,,",,- /; I ', EN,,6',1•53,P0........E.,.......c\---7EcTETHENEE'NE'c'E'fra2;;LEI'('E'E 1E, ;!im-1 750V6604 DC-2 BLDG HEAT V472 3 58 , ;"""""------- . C c , - ' ' "': '" • „ r-r-, .9 T 4 ,, 750V6601 I I D;;;',;:E. -EC, , ./ • , . i NWN;T; i !PREW ; / vim i i Eag 7 HWS E0- ) 1, .1.4,,."1 PAPA 1 'LL.V.'•'1* -.,1 s ---''''''35' . ,, ,,y • , 1 IV% .,•,, TTII'-\ i ,, to i 3"HWR ,1";€:,,.,"/ I- I ;'1I:' (I0--1 i ,‘: --;• ;-)-1-ri:11' 0 Ifi'-''',`4., 1 ',NAT E.,Rs , • , ; Y 1 -1:: • ...,':.''''0 - .I 'cl'Itt'N,.i•:-.K-,Es le ER TEANGEHE ER E--- I.r 6- ,';';•RI 71-2 IR X ;2"R'Ll i ; ,IREE-EE;c;; ::;,..;;E I.,,,„;, HE21N- ; I ; 2" \ERRE-; Ql9-1 LI 1-N•••(5-H,,,,, , 1 i' I 1 . . ,...:„.. , . .. 1 Lki,i 1 1 i•• •••!•1 i g,..1,425 ............„....„...__ • ,........:-- , . . . il.71..•5f..,!6,iffl-f r--.:F;3: :,';.!-•••; , , - ••,,,,"Bo,LEp ,„„,..„,.._,„...„,.„...., ;..E.2 FER\16 2 ROT WATER HEAT HEAT NE.6.WATER I PENAR A EXCHANGER"2 55.C;-;ANGE RE.; 6H,,INE2'I CONNECT TO EXST 6"HWR(PREVIOUSLY DESIGNATED AS HWS) ;;;;EHA\;ST 2......, , 1 ' \\, CONNECT 2"HWR 750SEP6601 I 0 SECTION 6"HWR TO SIDE OF 10"HWR AIR SEPARATOR I PUMP SUCTION HEADER „ , „„„..„.......„. „.„, : „ 750-M-130 1/4"=1'-0" 10"HWR CL EL 170.00 '''';- - • ,,,,, ; I/ 1 I I K 0. I ;F--H 750ARV6601 I i i 1, cl."-- H1 I I € .„, : CL EL 167.85_ 4: . . II CL ELii'170.00-1 , ‘‘, -1-4 ) I )1, 1,-....„,...L.. ----iaaaaaaa-aaaaaaaa— 10"HWS I 10"V500 10"HWR . . . , . - '- . . _ II0 II In ,i, ,,.. REINSTALLED EXST I , i 'I, BUTTERFLY VALVES10"HWR I _ , .1,,• ,,:, ::; .,:: ::: ,! ..':,,,l',-./_,.'' ,I., 1, I 3"V300 , ill III I -, 7,„LI- I CONNECT EETS TXSr2.NEXPANSIONI „; ,„ , I FROM NEW EXPANSION TANK , : ,ZH,:;::-...1--- 1 I I -,„.,„,J.„„„,...„„_„--_ •___, 1 I . ' FOR CONT 10”HVVS i Ir----- ---+-DT,T, ITI 10"V608 : A ; . 1;;;••v,,,,k,,,, 3"HWR/D ; € , I CONNECT TO , . . ; . '7' 11 1 ., SEE SECTION (13 I a 1 ;c.,..-......mi I EXST HUB DRAIN , „ , : „ 750FV3801 FLOOR HATCH--„, HE ; 1 1 1 ; ; -II5I'' , I , , I I 4'HWS , a 1 It 1 I ji.L.II 1' 210”NPW ii L.....L....)1 . : 4"HWR 4V500 ,,...„...„..„.„..„,.,.. .„,,„..............i : I _ , - " ,,,,, : : ,•.,- ,:„„ , I • \ 0 ,.46,, ilmoi.ib..ii•t 6801 ;,- ,..._.., , I _ , . AIR SEPARATOR I-2', Lii-12";';''''W,14 I- Fift1301 ‘Ni .* I i CL EL 155.00 ; ...-`'--, ,I i , ; ; SUPPORTS . „..,.., : I I / , I i I I,.I''" M : (15559) 10"HWS I 2°NPW I ;-. ;I .I.i.1 , .A T,` :..............: • ,.., ER'fft:-.1 . ... .....„ . . 1. -i. 750V6601 I b ,T1 , : ;= = I, : :,_.„ , : IMF 1 = , , : -L.--q,,,n1:•„&,,,----I-_1,-HI:\rk...""", ..) i.'"\-1 'L:'' ---`L.L'".' aiumovp ...... ,, . i 750GDR6701 ':;'':'-'5'::---,I b,-. r I C,:"'; t-, 4 . ,. . lij III 2 0- , i :,::P2, P ,..................„„„...... -CONC EQPT PAD FOR CONT ill SEE SECTION ' I : , SLUDGE RECIRC GRINDER 1 „'''---,1 --,r+ H'It---rt..14-D : , , ''''' •,,,, , : ; ,...../i,r, ; I i I.iIIE; , = • 1 ; I , I ., " I 1 ,, -, /1- ; I, ''''' . I i' ' I <-.'-''' ; , ; ''-',:-''':: ; , - li• 2"V300 i 750T6601 EXPANSION .. , , ,;,, TANK 1 C;,,, ;RA;1;i -',./Mr,1 : (RELOCATED) , : •\,--'''K. : 4 i - --, LIL:i ! irrri,„„,,,,,,,s 750T6602 o I ' EXPANSION = ' I, : TANK 2 ,......„.: : I Ki : G SECTION , , ' ...` '''2' ,. 2..'7.2 '--'> <,.>], :::!,,sI,j.. ',.....,,,,.J„,..4 ,,,,,,i4:1,!.„, J:§ ' l'; 1,1117 , ...............................„„................ —........................................... - ! a , 1 , . •,..,_ o 750-M-140 GONG I ' I I„„_..__„„„„,............_,........_.........____, ;-'' L.,,,, ,:',M1030; ;2; 1 ; ; CONC EQPT I 2 2EQPTPAD : , PAD , , . '•E5' ';'.;.A;:;W!\;;;EiN;P 1 GNE;EANGEE;1 1 , , ,.,E;!' a \ ; IR Nt II ;E D6E, ( SECTION 1/4"- . 0I 750-M-130 40 PRO 46- 750-M-140 ' .:3) - * 1-.. E. 0? 2 .... ORIG 6 MN: Ers... DATE: I MIIINIIMMI CLEAN WATER SERVICES DURHAM AWWTF SHEET TITLE: DIGESTER COMPLEX 2(DC2) SHEET,44 OF:60 DWG#, ORRSON Da MAY 2012 1... DSN: JTK DWG#: 750-M-301 THIS BAR IS MECHANICAL a; ClearNater'iNliervices CH2MHILL PHASE 5D1 750-M-301 -i-iiamAs-6, CAD FILE#: ONE INCH WHEN SECTIONS PLC#: .1 CHN JEG ,111 IT 750-M-301 5D1 409421.dg I DRAWING IS Our commitment is clear SCALE: AS SHOWN FULL SCALE. REV# DATE BY APVR I DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRELIMINARY SOLIDS APPD:LCC HANDLING MODIFICATIONS ,?,v4s, 6471 foe.C6-30-2013I , r[P2] 201P99101 2-POLE,120V r 0 NOTE 2401120V DISCONNECT-y} I ........ ...- .:. ._ ,.. ,. . ..._- _. FIT-6601 DISCONNECT-)::j 1 20LCP00703 d -.. _ FE-6601 / NOTE: I j UTILIZE EXISTING SPARE 15 AMP BREAKER. UPDATE PANELBOARD SCHEDULE IN THE FIELD. CABLE BLOCK DIAGRAM, FLOW METER ;..... NTS 750LCP6701, NOTE1 r'750GDR6701 ;„ FV3801 750FV3801 LCS I NO 1 20MCC9910X ,'750GDR8702 "' [P3], / 480V / 16158A NOTE I. 3 /'- f750LCP870X 1 rA - 750GDR670X © [C12] Y E /; FE6601 ® NOTE F 4' 750LCP8702, �•• € j _ _. .. NOTE 1 =zl,' - ( 20LCP00703 i . I /-' • I i NOTE: /' �%/, UTILIZE EXISTING CONDUIT WHERE /%;•z POSSIBLE,PROVIDE NEW WHERE ,,� / \�• r yv REQUIRED. REMOVE EXISTING WIRING AND REPLACE WITH NEW. CABLE ABLE BLOCK DIAGRAM, TYPICAL SLUDGE GRINDER . / X1 z T50FV3802 LCS�� 'i F q, /, [P31 P3] 9900X . FV380X zOM [ CC i4^ / r� •. r p' / /, A'. 750FV380X LCS r[C10] 20LCP00703 s N l j // % \\ \��\ of • ,' ] ,` •7r' CABLE BLOCK DIAGRAM, TYPICAL FLOW VALVE IE X=1,2 0 E'. N /''/. r 4 /%. G / \�'. i O /, J o- NOTE: 1. UTILIZE EXISTING SUPPORTS TO MOUNT NEW a PANEL. v o vi LOWER FLOOR PLAN N O .,,,c1-Ric,,.: on DRN: GJL =: CLEAN WATER SERVICES SHEET TITLE: SHEET:45 OF:60 DWC M: iv ]182i�PE in DIGESTER COMPLEX 2(DC2) N. Dsrv: RSH DWG 750-E-130 DURHAM AWWTF PLTE: MAY 2012 4 one�ory THIS BAR IS ELECTRICAL y �9R.9. et CleanWaber Services CH2NIHILL PHASE 5D1 750-E-130 CHB: MSM CAD FILE#: ONE INCH WHEN LOWER FLOOR PLAN PLC#: -.4 %,8‘s.N�Pe� z 750-E-130_5D1_409421.dgi DRAWING IS oD«em��o�f.�l�,r PRELIMINARY SOLIDS nPPD:LCC SCALE AS SHOWN FULL SCALE. REve DATE BY aPVR DESCRIPTION 2550 SWHSsboroHwy. Hillsboro,Oregon 971239379 HANDLING MODIFICATIONS AND CABLE BLOCK DIAGRAMS 6471 IEXP.s6-30-20131 LL I -, . ..- ._. TIT-6601 L ] 20LCP00703 (EXST) \ ,r20ATS9910�, (EXST) '\ I I X �2 ATS99101(EXST) • ,.. ..___...., CABLE BLOCK DIAGRAM, (EXST) TEMERATURE INDICATION 201P99101 (EXST) NTS 20VFD10501 (EXST) 20VFD10502� 70P20102 NO (EXST)RELOCATED, NOTE 1 [CS], (EXST) / NOTE 1 20MCC99101 NOTE 1 2OLCP20101 20P20101 © • 480V 20P20101 I (EXST)RELOCATED, 6-]C3] _J _ _._. ... ...... ..... / IbTE 1 : -20LCP00703 �[C31 (EXST) 20P20101 DISCONNECT [CS] I (EXST,RELOCATED), _, rNOTE 1 NOTE 1 20MCC99102 1 20LCP20102 20MCC99001 �� TIT-6601 © 0 (EXST) 20LCP20101 - 20P20102 480V ist � , (EXST,RELOCATE m 16158B \`. IP31, ' NOTE 1 NOTE 1 [P3], NOTE 3 / \, ) _ NOTE 1 ,... 20LCP20102.-L,,,..: �--I � cEXST RELOCATEE7),,, CABLE BLOCK DIAGRAM, -- 2.OMCC99002� NOTE, PRIMARYCIRCULATION PUMPS (EXST, 20P201 SCONNECT HEAT LOOP (EXST RELOCATED), NTS NOTE 1 \. BOILER /, %/�/ _ % SENSOR AND ® rNOTE 1CONTROL HEAT , IMMERSION THERM BOILER TIMER 1 PANEL(EXST) ,�r7, , � 7/ �/ / �� "! ,, / V A.'>'.! .."'.' NOTEZ ' >;: BOILER IMMERSION I - \ \,. SENSOR CABLE BLOCK DIAGRAM ;.. , — :;,, NTS \ \ \\ w , 0 LI ..m._:.:...... .._ NOTES: 1 � ' - - 1 UTILIZE EXISTING CONDUIT WHERE POSSIBLE. PROVIDE DEMOLISH EXISTING WIRING AND REPLACE WITH NEW. NEW WHERE REQUIRED. . S . id ,- - ,_, = . ,,,, -- ` -,- '. -_� �- -�/ 2. APPROXIMATE LOCATION OF EXISTING BOILER IMMERSION SENSOR AND o I BOILER HEAT TIMER CONTROL PANEL(EXST) THERMOWELL. O3. APPROXIMATE LOCATION OF RELOCATED BOILER IMMERSION SENSOR AND a TERMOWELL,SEE 750-M-140 AND ASSOCIATED NOTE 9. REUSE EXISTING CONDUIT WHERE POSSIBLE. PROVIDE ALL NEW WIRING,MATCH EXISTING TYPE. c D v I qi GROUND FLOOR PLAN ti �c� ,c ! f 1/4=1-0 `oPROF W OfLG SHEEP TITLE: SHEET.46 OF.60 DWG N. C, ZNG,N44. •i2 ]182 PE CLEAN WATER SERVICES c prsn: GJL ppTE: IMMIN DIGESTER COMPLEX 2(DC2) I's psn: RSH DWG ii. : 2I MAY2012 CH2MHILL cwcMSM CAD FILE# ONE INCH WHEN GROUND FLOOR PLAN PLC#. 750—E-140.00r DRAWING ISus Our commitment is clear PRELIMINARY SOLIDS nPPp:LCC SCALE: AS SHOWN FULL SCALE. REVS DATE BY nPvrt DESCRIPTION 25509WHillsboroHwy. Hillsboro,Oregon 971239379 HANDLING MODIFICATIONS AND CABLE BLOCK DIAGRAMS ows 6471 IExP 06--2013f LL \ \ / --I / .. CLASS I,DIV.2 AREA �: ti I / CLASS I.DIV.1 AREA / d-IA1l 20LCP00703 N \ LIT6501 AI / \% \ \ LEVEL INSTRUMENT CABLE BLOCK DIAGRAM NTS / , I / / -/ / AREA CLASSIFICATION / / \ \ AROUND TANK I // / \ SIDES TOP a 0>5FT 5>10FT 0>10FT 10>15FT / II /� —�-f NOTE 1 1 I DIVISION 1 2 1 2 20PIT10401 ,S1 / LIT6501 ,� / II I 1. DISTANCES AS MEASURED FROM THE NEAREST I / 1 TANK SURFACE. 20P10401 -- ' k\ 20M10401 I ., I\ I } 20LSL10401 I 11, \ . I �i I I 1 20FSL10401 , / 1 \ V"1„, : , , i \ Yy / / \ x`• • ROUTE NEW CONDUITS / / \ FOLLOWING EXISTING / / \ CONDUIT ROUTES. / 20FIT1 0401 -.-- '' -: / / m \. / / NOTES: bl \ di / / 1. 2 \ NEEDEDEXISTING TO COMPLETENOISESCREENI NSTRUMENTCANBE INSTALLATION.TEMPORARILYREMOVED COORDINATEAS P WITH OWNER. I§ ' . .� / a 2oFIT10401 / 2. ROUTE CONDUIT DOWN EXTERIOR WALL AND CORE DRILL TO \ y `„ ACCESS CONTROL BUILDING. > \\N„ ROUTE ROUTE NEW CONDUITS ,,, / / UNDER BRIDGE FOLLOWING is `� EXISTING CONDUIT / n NOTE 2 \ \ / w r O \ a cc DIGESTER NO. 1 TOP LEVEL POWER PLAN, AND CABLE BLOCK DIAGRAM ECTR ie 44 LY, , - (I 3116"=1'-D" ftn ��NO CPN VfRr�O�... °' DRrv: GJL oleic CLEAN WATER SERVICES SHEET TITLE: SHEET:47 OF:B0 DwG,�: Q, N DATE . DIGESTER COMPLEX 2(DC2) nezyPe Dsrv. RSH DWG it: 750-E-150 THIS BAR Is DURHAM AWWTF DATE MAY 2012 OREGON L CAD FILE#: ONE INCH WHEN n t ' Services CH2MHILL PHASE 5D1 ELECTRICAL — 750-E-150 .9.,..;,'44';',:::, a cHl: MSM 750-E-150_5D1_409421.dgr DRAWING IS Our clear DIGESTER NO. 1 PLcr �Q Z PRELIMINARY SOLIDS J APPD:LCC SCALE: AS SHOWN FULL SCALE. �, DATE BY APVR DESCRIPTION 2550 SW Hi/Istaro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS TOP LEVEL POWER PLAN 6471 I EXP. C6_ 201 LL PRJ k NiN I \ CLASS I,DIV.2 AREA ICLASS I,DIV.1 AREA I // N \ 1116502 ® ,—Alij 20LCP00703 / \ 04 / /7 , \ \ LEVEL INSTRUMENT CABLE BLOCK DIAGRAM I / / \ NTS / \ l /// I \ AREA CLASSIFICATION \ \ AROUND TANK I - il \ \\ / / \ SIDES TOP / "-NOTE 1 \ 0 SFT 5 10FT 0 10FT 10 15FT I It I ;: I DIVISION 1 2 1 2 20PIT10402 i .f \ 1. DISTANCES AS MEASURED FROM THE NEAREST / I2'2 LIT6502 \\ I I TANK SURFACE. i I 20M10402 - - �� 20P10402 I I �' I I 20LSL10402 i I \ I I I I I _ _. _ wlE f ''31 I I 20FSL10402 "" _ I //\ s \ \ / / \ � -I / / ,\ \ //'' I \ \ ROUTE NEW CONDUITS / / \ FOLLOWING EXISTING ROUTE NEW CONDUITS UNDER \ \ CONDUIT ROUTES 20FE10402 BRIDGE FOLLOWING EXISTING / / \ f•= CONDUIT ROUTES / / a; A V - .._. !VOTES' id \ I L I— /i� 1 NEEDE TO COMPLETE NSTRUMENTINSTALLATIONMCOORDINATE \ , / � WITH OWNER. D. \ \\ '� 20FIT10402 : 2. ROUTE CONDUIT DOWN EXTERIOR WALL AND CORE DRILL TO \ \ ACCESS CONTROL BUILDING. p N \ \ \ / NOTE 2 di , 0%`�• / l=i Q ❑ \ -'`-moi r _� O a \ — /. A a I c71 o o DIGESTER NO. 2 TOP LEVEL POWER PLAN , AND CABLE BLOCK DIAGRAM �� Le, 3/16"=1'-0" � ��ca ds7Pjd . O DIRK; GJL �,�, CLEAN WATER SERVICES SHEET TITLE SHEET:48 OF:60 DWG#: `2T I BP E $ DIGESTER COMPLEX 2(DC2) I.- DSN: RSH Swag: 750-E-151 `�C DURHAM AWWTF PLOT MAY w cAOPaEs: ONE INCH WHEN \\` ELECTRICAL DATE: .p,1:4'ys ti*�Q4 CleanWmmit Services CHZMHILL PHASE 5D1 750-E-151 CHK: MSM 750-E-151_5D1_409421.dgr DRAWING IS Our commitment is clear DIGESTER NO.2 PLO t AN S.N1�� z PRELIMINARY SOLIDS JNPPD:LCC SCALE: LL AS SHOWN FULL SCALE. REV$ DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS TOP LEVEL POWER PLAN a 6471 I EXP. 06-30-20131 I I I • , '. SI w • , , ,,- , .. i.?, 1: 1 z : 1--- „., 5. ' , , , ' 7 , 0 , N ... ,:' r. „ ' ..,'... i , . 5 , ••• ' , ' '., ' N.' . i ‘....z 0 , >. , , , i ,, . , .. L. . , , I , , . ' - • , , I • , : ''::: ' , . 1 , . . . • ,'.. , I . . , , . ...„... . , I -.-. "..'.'"..- • , :” ' • - •-.,-.": '..' I1 ' ' I ..,.• w 11 10E O .5 co w 14A ...- a- • . : 0<-• '' • ,..•, , . :. , z I= z 1111 0 0 1 , , , ....] , • , .. ,... , „,„, , ,........., II .NOTE 1 NOTE 1 010 . @ . 5,.., co cc co° ,••• , „ .,,„..• _ . , .. '....., , ..... • ,, \:-•,, en 17 r7- id w (6 w 0 . , ,. i 2 0 _1 0 _.i ,- a3 CC co,ujre _.i g c9 ILI Ce ' :':',.', ,,..; . .1.- ,.:.-.'...'.. ,.. '-' Ce 1-W re I-W a Ci)0 0 CO 0 (9 LLI 2 (.2 W Z 0,(9 Fr- 0(9 . •.. II CN .i...-8 Lo 7,-8 0 Lc) •:.( 0 III SI C NOTES: cis 1:i 1. DISCONNECT WILL BE PROVIDED BY LCP SUPPLIER, 111MCC10001 ONE-LINE DIAGRAM INTEGRAL TO LCP. •crl NTS 2. FOR ELEVATION VIEW,REFER TO DRAWING 900-E-604. 6 teTR/04, Li, EI <',R.,V,PROF,'' • DEN: GJL grg CLEAN WATER SERVICES SHEETTITLE: SOLIDS BUILDING(SOLIDS) SHEET 49 OF'60 DWG*: ‘44 71.82TE Ct.i DURHAM AVVVVTF r-A7L MAY 2012 OREGON C”. DSN: RSH DWG it: 900-E-601 THIS BAR IS ELECTRICAL cd CleanWateServices CH211/1HILL PHASE 5D1 900-E-601 .. ..,,., CAD FILE it. ONE INCH WHEN ONE-LINE DIAGRAM PLC it. -1 • lviivi 900-E-601_6D1_409421.dgi DRAWING IS 1 w APPD:LCC SCALE: AS SHOWN u_ FULL SCALE. REV# DATE BY APVR DESCRIPTION Our commitment is clear 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRELIMINARY SOLIDS HANDLING MODIFICATIONScw]s 6471 PAii: I EXP.Ck-30-20131 I I I --,•.•,,-=.,.. ' " - -1--- u., .. . . : -• ' ,--'-' z I i . . . . . , . - i . ,,. . >,,' ,, , . . . . .., ,..._ :i i= 0 0 - I „ „.. . ,. . . , .. .... , . „. „ , ., '-' :' - _ .. ' .., ,, NOTE 1 • @ l , - ' ,• .. " ‘97 ... , 0 09 I -,,-.-:.-.,: :-.:--,-'-'--7,-...'"- :. - . ..--- ... .•• . , . :,.,---, --"-- . .' : ... , ...-„. ..,. 0 0 E I . „ .,.. . ..... •, i:'-',,,,.%•,........., w I <.' . „.. 7.,-; ) ,.,,, •,. z P , . I . O• , i 5 , , - ,""J ,,, .. .. , I , , I I , ... .. . ...,„„._., />, ' , „.• ,., Oi . "•-,, ' O.; _ .. -.".•• 2 :' -:"-. •,,,•:L., ‘ , 2 ....,- , . . . . . -.... , . ‘1111 N S id 1— < a i 8 NOTES: c 1. DISCONNECT WILL BE PROVIDED BY LCP SUPPLIER, o) -o INTEGRAL TO LCP. INTS MCC10002 ONE-LINE DIAGRAM-7- 2. FOR ELEVATION VIEW,REFER TO DRAWING 900-E-604. 8 1 1 E ,vtcTR/c4, it) CJ (9 L'cLi. DRN: GJ L t'AR4GE, I Il =N CLEAN WATER SERVICES SHEET TITLE SOLIDS BUILDING(SOLIDS) SHEET.80 OR 80 DWG CS. &•,-, 7132, °) DSN. RSH DINO#: 900-E-602 DURHAM AVVVVTF OfIEGON THIS BAR IS ELECTRCIAL g!„,-(TYL MAY 2012 CleanWaterirServices CH2MHILL PHASE 5D1 900-E-602 „..... CAO FILE#. ONE INCH WHEN ONE-LINE DIAGR/NM PLC it: .cr CHIC MOM 900-E-602 601 409421.dgr DRAWING IS _IUJ REPS:LCC SCALE: AS SHOWN FULL SCALE. I REV# DATE BY APVR DESCRIPTION Our commitment is clear 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRELIMINARY SOLIDS HANDLING MODIFICATIONS pCtS, 6471 I EXP.so.6-H:o-c:0-a I 1 M -, >, ,. ., , ; -,-,-I :00,1 . 20 ._ F I Z INOTE2 : ... k� • a - re ZN O • } r W Z W iO JU ." m� M.: p N(V N O K I?..LL �J NOTE .... _. _ 9M 1 .... 7._ ..�....._.. e. - mmy... Q 3 I zz 20 11 Z NOTE 2 j I♦ j i O N I cs1fi LB 17- r- FC7 N OJ I- W ?y o 2,16`6E N Q rp J ¢� N O U W 0 O PROD r--LL i- < NOTE 3 o NOTES: I O 1. FOR ELEVATION VIEW,REFER TO DRAWING 900-E-605. a 2. DISCONNECT WILL BE PROVIDED BY LCP SUPPLIER,INTEGRAL TO LCP. c v 3. UPDATE MCC IDENTIFICATION LABELS WITH NEW TAG NUMBERS. 20MCC99101 & 20MCC99102 ONE-LINE DIAGRAM i `i NTS E �,ECTR/CglLo ... co LICI III DM: GJL �,EG: CLEAN WATER SERVICES SHEETTITLE:DIGESTER COMPLEX 2(DC2) SHEET 51 OF:60 DWGA: ., brot ER °i DSN: RSH DWG A: 900-E-603 DURHAM AWWTF ELATE: MAY 2012 OREGON CH2MHILL ELECTDIAG 9..A, �P THIS BAR IS C1eanWater ServicesPHASE 5D1 ONE-LINE DIAGRAM 900-E-603 qN m S. 9 ' "`. w cADFaEx: ONE INCH WHEN M �Q CHK MSM 900-E-603_5D1_409421.dgr DRAWING IS Our commitment is clear PRELIMINARY SOLIDS Plc k J APPD:LCC SCALE: AS SHOWN FULL SCALE. rya DATE BY APVR DESORPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS D"S 6471 E EXP. 06-30-2013i LL PR#. I I I 1 2 3 4 5 6 .. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BLANK 2BL 8 2BR `SBL 8 SBR 461 8 4BR 5BL 8 5BR 7B 8G 9BL 8 9BR 108 j 11B ;1284 138 14A (NOTE 2) 15C 168E 81660 178E&1760 :1861&1880 ;1961&1960 206E 8 2080 21618 21 BR 228E&2280 (BLANK (ATS) 14C (SPD) CORNER s.-...-....._- ........ ....._._ __,_ SECTION) 1-.7E 2DL 8 2DR 3D 4E 5E 9E 10D 11 D 130 - 16D 17E 18E IBE 2ODL 8 2ODR 21D 22DL 8 22DR - -... (BLANK) (BLANK) (BLANK) 184 I i 1 14E '15E — _ (POWER .--........._ .. 2M :3M 10E (NOTE 1) 11F 13F METER) 16F: ', 20E (BLANK) _21F 22E (BLANK) :484 584 ;784 9M 1084 (BLANK) 14M ,15M 17M 1884 -19M 20M 22M — 13M __- .... (BLANK) - ..._ �, - - - 11H13M BLANK 1884 i 21M 8JL&BJR - (BLANK) I (BLANK) 1 111 K I I 1 884 ',. AIM 1 NOTES: 1. PROVIDE NEW BREAKER TO FEED 710GDR3801, DIGESTER SLUDGE GRINDER 1,VIA 710LCP3801. II I"=I-0" OO 1 ELEVATION - 2. PROVIDE NEW BREAKER TO FEED 710GDR3802, DIGESTER SLUDGE GRINDER 2,VIA710LCP3802. 3/4"=1'-0" IC Blank 76. 11M99801-DIRECT FIRED MAKE-UP AIR UNIT 12M IIATS30002 AUTOMATIC TRANSFERSWITCH 188E SPARE BREAKER 2281 SPARE STARTER. 1M _10P31101-DCF SLUDGE PUMP 1 7E 11M14509-CONVEYOR 9 158 116.431201-DIGESTER FEED TANK 1 MIXER 1880 12FCV12301-WAD PINCH VALVE 22BR SPARE.STARTERI . 281 11FCV10103-GT INLET CONTROL VALVE 1 784 11P11201-VFA DISCHARGE PUMP 1 130 11P92501-POLY RECIRCULATION PUMP 1 18E BLANK 22DL 11P22301-WASSTRSP TRANSFER PUMP 1I 208 11EGV10303-GT INLET CONTROL VALVE 3 8G 11LCR40001-DEW CENT CONTROLPMIEL SIT SPARESTARTER 1884 11P92903-POLYMER METERING PUMPS 2208 SPAREBREAKER 201 518432101-TSP SLUDGE GRI NDER1 811 51P99701-MAIN DOOR 13M BLANK 1851 SPAREBREAKE(k 22E BLANK 2DR :11FCV40101-DC 4 SLUDGE FEED.ISOLATION VALVE BIR 118499803-INDIRECT MED MAKE-UP AIR UNIT 14A 710GDR3802 VIA 710LCP3802-DIGESTER.FEED GRINDER 2 19BR 11FV92811. POL AGING TANK'tNLETVALVE 2255 11P20201-EMIRATE PUMP I. �. Q 2M 11P3130I-DIGESTER FEED PUMP 1 8M SPARE BREAKER 14C SPARE BREAKER. 19E BLANK v 381 108431301-DIGESTED SLUDGE TRANSFER GRINDER 981. SPARE BREAKER 14E SPARE BREAKER 19M 11P92805-POLYMER METERING PUMP 3 0 N W 3BR 11MI0101-DCT SLUDGE GRINDER 98R 11EV96403-FERRIC FEED CONTROL VALVE 14M 1/P11301-VFA RETURN PUMP 2061 SPARE.BREAKER . W I2 30 I1M99701-:BRIDGECRANE 9E. 118499804=ODOR CONTROL BLOWER SEC MAIN TARS 2088 IS€V92831-POLAGING TANK 3INLET VALVE O J 384 BLANK 984 iIP30201-TCF PUMP I. SSE MAIN METERING 2001 SPARE BREAKER a 4B1. 11810001-TUNNEL AREA WELDING RECEPTACLE 108 11M20101-CENTRATE TANK 1 MIXER 15M BLANK 20DR SPARE BREAKER N N 48R 22810002-MAIN.FLOOR WELDING RECEPTACLE 105 710GDR3801 VIA 710LCP3B01-DIGESTER:PEED GRINDER I 1681 SPARE BREAKER 20E BLANK I N4E 128414501-Conveyor 1. 10M 11P30203.TCF PUMP 3 168R 11FV92101-SILO S FEED HI LEVEOSHUT OFF 20M 11P92907-POLYMER METERING PUMP 7 N Iii — 4M COKE PUMP 11B 118414503-CONVEYOR 3 160 1ILEP92001-DRY POLYMER FEED UNIT CONTROL PANEL 218E SPARE BREAKER Q Io ~O SBL TO AT510005 @ 11MCC10002 110 118414507-CONVEYOR 7 IGF 128442201.-POLYMER TANK I MIXER'. 2168 SPARE BREAKER J a 580 TOAT510002 @ 72MCC30001. 115 BLANK 111) BLANK 21D SPARE STARTER C CO SE 1SM14505-CONVEYOR 5 11H BLANK 1791. SPARE BREAKER 21F SPARE STARTER 17 IFl O SM SPARE VFO 11K BLANK 178R S1FV92212-POLYMER MIKINGTANK CURET VALVE 2184 11P92601-NEAT POLYMER METERING PUMP 1 �I SECTION6IS A CORNER SECTION SIM BLANK 17E BLANK InI 17M 11P92901-POLYMER METERING PUMP I �:,,,,,:41‘)C4sa.TyPi314R6:11lei:o.,:# ,G1 W oRN: GJL o CLEAN WATER SERVICES SHEET TITLE: SHEET:52 OF:80 DWG N: Qg - SOLIDS BUILDING(SOLIDS) ` P� �'Ci MN: RSH DWGik 900-E-604 DURHAM AWWTF PLOT MAY 2012 REGOCH2MHILL ELECTRCIAL DATE:THIS BAR IS CleanWabEr Services PHASE 5D1 ELEVATIONS PLC#. 900-E-604W cnD FRE n: ONE INCH WHEN CHB. MSM •Z 900-E-604_5D1_409421.dgr DRAWING IS oDT�ommitmeRt t��1e.1 PRELIMINARY SOLIDS J HEPD�LCC SCALE: AS SHOWN FULL SCALE. REVS DATE BY APVR DESCRIPTION 2550 SWHilsboroHwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS c„. 6471 I EXP. 06-30-2013 LL r I I _ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 II .. 2 161&IBR 2G 3C 48 SBL&58R 6B 8C 9M 1OF 11B 12B ,136 14B 156 16B 17B 18B 19B =208 21B 22B (SBR IS (BLANK (SPD) (ATS) I (SPARE (BLANK) (BLANK) (BLANK) (BLANK) (BLANK) (BLANK) (BLANK) (BLANK) BREAKERSPARE ) CORNER j BREAKER) ' ._— SECTION r ...._.._.___..___ ..... ,. _-," -- .. . 1E 4E 5EIBE 11DL&11DR ,120 `13D 14DL&14DR 15DL&150R 160 •170 •18E 19E 20E 121E 22E I (SPARE (SPARE -- (SPARE (BLANK) (SPARE (SPARE( SPARE (BLANK) (BLANK) BREAKER) '3M BREAKER) 8E BREAKER) BREAKER) STARTER) BREAKER) MONITOR) ?11M 12F 13F .14F 15FL&15FR 16FL&16FR 117F. 1M • �4M 5M BM '. BM t (SPARE (SPARE SPARES (SPARE i •-••" i "BREAKER) BREAKER) BREAKER) BREAKER) -• ;18M19M M 21M G (SPARE j 3 tOM, ,..... - (SPARE (BLANK) 20 VFD) ? s ? 12H 13H 14M 15HL&15HR 16HL&16HR '17M _ VFD) 2JL&2JR " I 3 (SPARE (BLANK) (16HL IS STARTER) SPARE I € 12K 13K 15KL&15KR 16KL& 6,BREAKER) (BLANK) 22K - KR 2LL&2LR (SPARE STARTER) (15KR IS (16KR IS SPARE SPARE BREAKER) BREAKER) i 12M 13M 15ML&15MR 16M 22M 2M (NOTE 1) (SPARE _ (SPARE STARTER) BREAKER) I NOTES: 1. PROVIDE NEW BREAKER TO FEED 710GDR3803, 11MCC10002 ELEVATION DIGESTER SLUDGE GRINDER 1,VIA 710LCP3803. r3/4"=1'-0" 181 11P12302-WASSTRIP TRANSFER:PUMP 1 66 11FCV10102-.GE INLET CONTROL VALVE 138 BLANK '16B BLANK 206 BLANK I 280 1IM92091-DRY POLYMER AIR COMPRESSOR 6E SSF49$O2 CENTRIFUGAL MUNE FAN 130 BLANK LSD SPARE BREAKER DOE NO TAG-LOCKED OUT SE SPARE BREAKER SM 31030202-TEE PUMP 2 13f SPARE BREAKER I6FL SPARE BREAKER 20M 11/92906 POLYMER METERING PUMP 1M SPARE VFD 8C MAINTVSS 13/1 SPARE STARTER... 16FR SPARE BREAKER. 218 BLANK 2G 15LCP50001-DEWATERING CENTRIFUGE 5 CONTROL:PANEL RE MAINMETERING 13K SPARESTARTER 16HL SPARE BREAKER TIE BLANK 211 11M12103-TSP GRINDER3 8M 11P20202-CENTRATE PUMP 2 13M SPARE STARTER 161-1R 11M99806-DEHUMIDIFIER UNIT 21M SPARE VFD. 21R 11FL/50101-CENTRIFUGE 5 SLUDGE FEED ISOLATION VALVE 9M 1147510001--AUTOQMAIL.0 TRANSFER SWITCH 148 51M92202-:POLYMER TANK 2 MIXER 16KL 11M99805-.AIR CONDITION UNIT 226 BLANK QI 2LL TO 1161010002 A711MCC10001: SOF 10010401-EMITS MISER. 1401. 11610603-SECOND FLOOR WELDER RECEPTACLE 16KR SPARE BREAKER 22E BLANK.. 0 N SEA TO. ilAT510001 ATIIMCC10002 10M BLANK 1408 11510004-ROOF WELDER R€CEPTACLE. SSM SPARE BREAKER 22G .BLANK 6i L 2M 01ANK 118 11P99303-HYDRO-PNEUMATIC BOOSTER PUMP 14F SPARE BREAKER 170 BLANK 22K BLANK I F O 3C 11M14506-CONVEYOR 6 1101 11199301-HOT WATER RECIRCULATION PUMP 1 14M BUNK 17D SPARE STARTER 22M 11M20102-CENTRATE TANK2 MIXER a 3M 1003117)2-DCF SLUDGE PUMP 2 1100 11099302-HOT WATER RECIRCULATION PUMP2. 158 BUNK 17F 31092502-POLYMER RECIRCULATION PUMP 2 48 11M99802-DIRECT FIRED MAKE-UP AIR.UNIT 11M 11P31102-DIGESTER FEED PUMP 2 1501 11FCV92102.51102 FEED HI LEVEL SHUT OFF 17M 11P92602-NEAT POLYMER METERING PUMP 2 IN �V 4E 11M14502-CONVEYOR 2 125 11M14004-CONVEYOR 4 1513R 11M92092..DRY POLYMER VACUM IRB BLANK N 4M 11011202-VFD DISCHARGE PUMP 2 120 22M14500-CONVEYORS 15FL 11FV92272-POLY MIXING TANK 20LITLETVALVE IRE 11E99804-BLOWER/AIR COMP RM EX FAN 0 SRL 11FCV20101-CENTRATE GRAVITY DRAIN VALVE 12F 11M31202-DIGESTER FEED TANK 2 MIXER ISER SPARE BREAKER 18M 11P52002-POLYMER METERING PUMP 2 O J SBR SPARE BREAKER 12H 11M30102-WAS/CHEM STORAGE TANK BLOWER 1566 11FV92401-LIQUID POLYMER UNLOADING VALVE ;198 15XfRM1003-TRANSFORMER SOLIDS tAB C SE SPARE BREAKER 12K 10M10401-DIG SLUDGE STORAGE 011.101,41 MIXER 15HR 11M99808-AIR CONDITIONING UNIT.SOLIDS TAB 19E SPARE BREAKER co I FA 5M 11111302-VEA RETURN PUMP 2 12M 710GDR3803 VW 710LCP3803-DIGESTER FEED MURDER 3 1561 11EL/92821-POLYMER AGING TANK 2 INLETVALVE 19M 11092904-POLYMER METERING PUMP A ,r iSKR SPARE BREAKER ,r I '5 15Mt 11M99809-DUCT HEATER SOLIDS LAB EC7 R)C LO L P s ROISSMR: 11M99007-GAS.FIREOFUANACE SOUDS LAB �-`\c-- lir PROF Uri ORB: GJL per CLEAN WATER SERVICES SHEET TITLE: SHEET:53 OF:B0 DWG M: /i RIAP PE o SOLIDS BUILDING(SOLIDS) °' osN: RSH OWGa: 900-E-605 ��` DURHAM AWWTF ELECTRCIAL PLOT MAY 2012 OREGON � w THIN INCH WHEN CleanWaber Services CH2MHILL PHASE 5Di DATE: 900-E-605 '9 4 AR,1. t 2 CHK: MSM CAD FILE a. ONE ELEVATIONS PLC ft yQHS,NARg Z 900-E-605_5D1_409421.dgr DRAWING IS Oar commitment G clear PRELIMINARY SOLIDS J APPDc LCC SCALE: AS SHOWN FULL SCALE. REVA DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123 9379 HANDLING MODIFICATIONS, 6471 I EXP. 06-30-20131 LL 1 I I 1 2 3 4 5 6 7 8 9 10 11 1C 2B 3BL&3BR 4C 5B60 7B "8C -98L&98R 108 11C (SPD) (POWER (POWER (SPD) METER) METER) '.. :2D 3DL&3DR 5M 7M 9DL&9DR 10D '.. I 1F 4E BREIAKER) BREAKER)AIN MBE 11F 2F 3FL&3FR .9FL&9FR 1OF 4M 8M I 1H 2H 3HL&3HR j 9HL&9HR 10.1 11H 6J (SPARE) (BLANK) i ... ,1K 2K 3KL&3KR j 9K 11K II i (BLANK).... 6M10M: ll 1M 2M :3ML&3MR (BLANK) 9M (SPARE) ;11M (NOTE 1) (NOTE 2) (BLANK) i ,NOTES' 20MCC99101/20MCC99102 ELEVATION )J,N PROVIDE NEW BREAKER TO FEED 750FV3801. 3/4"=1-0" 2. PROVIDE NEW BREAKER TO FEED 750FV3802. I I20MCC99101. 20MCC99102..... IC 20E99804-Digester Control Building AHD 3FR 204E599101 Feed 78 Main 2 Metering 9K 20910202-Sludge Recirculation Pump 2 I IF 20E99803:-ElectricalRoomAHif 3HL 205110101-Digester Feed Sludge Grinder 1 31-19 Welding Receptacles 7M Main Breaker No.2 9M FV3802 10: SPARE BREAKER SC Main 27055 106 20230102 Primary Heat Loop Pump 2 10 75020202.-WS Hot Water System Pump2 3KL Sump Pump Control Panel Feed SE'. 20910402-Digester Sludge Holding Tank 2 Mixer Oil Pump 10D x20920202-Boiler 2 Recirculation Pump 2 1M PI/3801 3KR SPARE BREAKER 8M ZOM10402-otgestedSludge Holding Tank Mixer: 10F 20220302-Hot Water HEX Recirculation:Pump:2 ml 28 20220101-Hot Water PringryLoop Pump 1 3ML20M99704 Di ester Com lex 2 Road Gate Operator 981 20210502 Digested Sludge Pump 101 SPARE BREAKER. N 2D 20220201-Bmter 1 Recirculation Pump 1 3MR SPARE BREAKER. 9BR 20ATS99102 Feed TOM SPARE BREAKER Ili H 20 20220301-Hot Water HEX 1Recirculation Pump 3 4C Main-1 1055 901 20M22102-Hot Water Boiler 2 11C 20E99802-Digester Control Building Exhaust Fan 2 I O J 20 ISOP0201-IPS One Water System Pump l 4E 20Pi040t-Digester 4 Mixer Oil Pump 9DR 20A7549101 Fred i}F 20F99805-Digester Carinal Building Exhaust Fan l.. 2K BLANK 4M 20M10401-Digester 4 Miner 9F1 20M99703-Control Building Hoist 110 38P20401-Building Heating Recirculation Pump. tv N 2M 20210701-Sludge Reciodation Pump.1 58 Mai. 1 Metering 9FR 20M99702-Control Budding North Rol!Up Door 11K BLANK @ 381 20210501-Digested Sludge Pump 1 5M Main Breaker No.1 9HL 20M10102 Digester Feed Sludge Grinder 2 11114 BLANK u] I- 3BR 20ATS99102 Feed 69 Tie Breaker 91113 20LCP99403 Air Compressor a O 301 20M22101 Hot Water Boiterl 61 81400 J a 300 20ATS99101 Feed 6M BLANK C -Q 3FL ZOF99801::-Electrical Room Condensing Unit 111 F.711 8 I rE 4t CTRUCq �I �5�990 PAOf��/oma I a OM: GJL 0640 CLEAN WATER SERVICES SHEET TITLE: SHEET 64 OF:60 DWG*: �, 719252E p DIGESTER COMPLEX 2(DC2) }` W DSN: RSH DWG*: 900-E-605 DURHAM AWWTF ELECTRCIAL ELA- MAY 2012 ggEO CH2MHILL PATE: THIS BART C1eanWaber ServicesPHASE 5D1 ELEVATIONS PLCIk 900-E-606 9,,�N S.HO -14%. 2 CHR: MSM cADFae*' ONE INCH WHEN Z 900-E-606_5D1_409421.dgr DRAWING IS Onr commitment is clear PRELIMINARY SOLIDS J APPLCLC state: AS SHOWN FULL SCALE. REVD DATE BY APVR DESCRIPTION 2550 SWHiIlsboroHwy. Hillsboro,Oregon 971239379 HANDLING MODIFICATIONS PS 6471 IEXP. C6-30-20'131LL 1 = i •I RADAR LEVEL ,7�( ,ja - - TRANSMITTER* 316 SST UNI STRUT 3/4"SST PIPE 3/4"V306 ;5 3/4"V300 FOR STEEL PIPE STUD NUT 'd�CONCRETE WALL OR n 3/4"TAP,DOUBLE 3/4"V306 FOR SST PIPE 3/4"SST PIPE o STEEL PLATE. 316 SST � � 8"FLANGED STRAP SADDLE �5 BOLTS&NUTS (M, SLIDING WAVEGUIDE * 1 SCREWED TEE WITH 1111C- NEOPRENE — _� „Ii Mata SCREWED SAME PROVIDE 1/4"AL MOUNTING Irl " MATERIAL AS PIPE PLATE,ROUND EDGES,SIZED I 8"150 Le.SST ' ' I TO EXTEND A MINIMUM OF GASKET FLANGE,TYP. 1"BEYOND ALL SIDES o RADAR ANTENNA m = THE INSTRUMENT �' SECURE TO WALL �„�� EXTENSION * WITH(4)1/2" 8"SST SCHED.40S CEMENT LINE STEEL PIPE,CAST IRON PIPE AND DUCTILE IRON PIPE I o. CONCRETE ANCHORS �. 12" III'"' PIPE.TYP. STEEL&SST PIPE 31/2"&SMALLER OR BLIND ANCHORS 1 _—8"V150 GATE VALVE IF — FOR STEEL PLATE. 1WrIMINIII j EXISTING 3/4"V330 FOR PVC PIPE CONCRETE DECK \,, 12" 3/4"SCHED 80 CPVC 3/4"V335 FOR CPVC PIPE PIPE ON CPVC, loins 3/4"SCHED 80 PVC .�� SOLVENT WELD3!4"V300 FOR STEEL PIPE3/4"SST PIPEmPIPE ON PVC REDUCING TEE W/ 3/4"V300 FOR SST PIPEal SOLVENT WELD BY�� FEMALE NPT BUSHING �_� 3/4"THREADOLETSAMEMATERIALASPIPEIFOR OPENING IN _�6"HORNEXISTING DECK,SEE( 15581 )AND( 15582 ) EIMMILIIIIME X3/16 V PVC AND CPVC PIPE FLOOR SLAB 1 2'-0"MIN STEEL&SST PIPE 4"&LARGERoaoao NOTES: '.'v.° :° s'°. .° 1. COMPONENTS DESIGNATED BY*ARE SUPPLIED NOTES: BY INSTRUMENT MANUFACTURER. 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO 1. ALL INSTRUMENTS AND PANELS LOCATED OUTDOORS CONCRETE PLACEMENT. SHALL HAVE A SUN SHIELD. 2. REFER TO AREA CLASSIFICATION TABLES FOR ANCHOR MATERIAL REQUIREMENTS. - WALL MOUNTED PANEL OR INSTRUMENT DIGESTER RADAR LEVEL TRANSMITTER ( 13258 ) PRESSURE CONNECTION INSTALLATION ( 13305 ) INSTALLATION ( 13388 )NTS NTS NTS 2-1/2"150 LB ANSI .i THERMOWELL PRESSURE i FRP FLANGE 1"TAP DOUBLE W/1"MALE NPT, STEEL TRANSMITTER PRESSURE SWITCH(PS) TANK 1"HALF COUPLING aua STRAP SADDLE ij ' —TYP SAME MATERIAL AS _ _ TANK / �I� KYNAR LINED 10 —.--,== _!� ..� FLANGE W/ 1 O — ! %=...i INTEGRAL — I I ' �' _ i • j X3/16 V j FRP TANK _ias BLIND FLANGE,DRILL STEEL TANK FRP TANKI ii &TAPTHERMOFOWELL R 1"NPT NOTE 1 1/2"SST TUBING ..11—i I ii ii i PVC BLIND FLANGE, DRILL& R.B TAP FOR 1"NPT THERMOWELL,TYP III i 410 i.•i CEMENT LINED STEEL,CAST IRON AND DUCTILE IRON PIPE ilimmalidill° II. - I�II�, 1"THREADED 1/2"V306 BALL VALVE _ _ 1"THREADOLET LATROLET CV _ II[, THERMOWELL WITH IIwall SAME MATERIAL an. I b ,�� ai 1"MALE NPT,TYP Mk AS PIPE,TYP ji 3/16 r '��► 3/16 r id SEE DETAIL 2 ( 13305 ) FRP TEE,TYP I a TEST TAP/DRAIN PORT FRP PIPE 111 t61. ' , —• / 2-1/2"MIN 2-1/2"NPT N SOLVENT WELD TEE — SOLVENT WELD BY 1" ELBOLETDED TEE,MIN 2-1/2"x1"NPT BUSHING I FEMALE NPT BUSHING _ _gr THERMOWELL in • -=I�1� li - , . W/1"MALE ¢o NOTES �..71 3/16 NPT,TYP 1. LOCATE PROCESS TAP ON SIDE OF PIPE FOR LIQUIDS SERVICE. PROVIDE REDUCERS FOR 1"MALE NPT O LOCATE PROCESS TAP ON TOP OF PIPE FOR AIR/GAS SERVICE. LINES SMALLER THAN 2-1/2 ■. REDUCERS ISMFORTHERMOWELL PROVIDE FOR LINES 2. INDICATOR AND SWITCH INSTALLATION SHOWN. FOR SINGLE INSTRUMENT INSTALLATIONS,MOUNT DEVICE DIRECTLYABOVE TEST TAP. t SMALLER c THAN 2-1/2" -0 3. INSTALL PRESSURE INSTRUMENTS IN A VERTICAL ORIENTATION FOR IVIEWING EASE, PVC&CPVC PIPE STEEL AND STAINLESS STEEL PIPE a PRESSURE INSTRUMENT INSTALLATION of DIRECT MOUNTING ( 13302 )NTS THERMOWELL INSTALLATION ( 13361A ) THERMOWELL INSTALLATION ( 13361B NTS yrs* � �PRQeFs�� 14 . 'E .P Dnrv: DSP °FaG CLEAN WATER SERVICES SHEET SHEET.55 OF:60 Dwc;e: ,,� ,.. °ATE: DESIGN DETAILS a ^ O1 DSrv: JAN moot: 999-1-501 DURHAM AWWTF INSTRUMENTATION P`°T MAY 2012 vF 4,a,,99y THIS BAR IS CH2M HILL LLRFY 0 KPS id CAD FaEx: ONE INCH WHEN QeanWater Services PHASE 5D1 AND CONTROL PLC k 999-1-501 Q CHK: JDK Z999-I-501_5D1_409421.dgn DRAWING IS Onrcommitmentir clear PRELIMINARY SOLIDS J APPD:LCC SCALE: AS SHOWN FULL SCALE. �,* DATE BY APVR DESCRIPTION 2550 SWHiIlsboroHwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS DETAILS 6.471 I ExP,6-30-20 I LL 4 1/2"MIN ALL AROUN eANCHOR BOLT, -. TOP OF CONC SEE TYPICAL EQUIPMENT SIZE AS SHOWN ANCHOR 3"MIN ALL AROUND OR AS REQD PROJECTION PROJECTION EEBOLT DETAIL BY MFR AS REQD AS REQD EQUIPMENT BASE �:d•o• NON-SHRINK GROUT ii 2"MIN ALL AROUND #3@12"EW,1"CLR 1 1/2"FLUID MAX CONCRETE ANCHOR p j d+1",MIN pill FILL WITH ORAS REQUIRED BY FOR PAD HT<4", NONSHRINK GROUT O INSIDE DIAMETERANCHORAGE #4@12"EW,1 1/2"CLR I I w � NON-SHRINK 3/4"CHAMFER,TYP C7— ICALCULATIONS FOR PAD HT>4" H SLEEVE,SEE NOTE 2 NGROUT EQUIPMENT \TN/ONECD,COORD �';�1�6m ©@cc 2-#4 TOP OF PAD U- 1111 1/8"PLATE PAD HEIGHT AS = EQUIPMENT PAD WASHER, REQD,3 1/2"MIN, 3"DIA MIN 4= I� ilii ROUGHEN 10"MAX IJI 3/4"CHAMFER,TYP #4 12" EDGE,CLEAN @ © SEE NOTE 2 MI ,� ALL AROUND #5 ADHESIVE DOWEL 6d,4"MIN CORED iMill @ 12"MAX,4 MIN, ANCHOR BOLT, HOLE IN EXST CONC EMBED PER 3265 PROJECTION = SIZE AS SHOWN EXST OR NEW SUSPENDED #4 ADHESIVE DOWEL CONSTRUCTION JOINT, AS REQD ORAS READ ANCHOR BOLT RETROFIT SLAB OR SLAB ON GRADE, @ 12"OC @PERIMETER ROUGHEN AND CLEAN BY MFR FOR THICKNESS SEE PLAN 3265 PRIOR TO PLACING PAD TOP OF - REMOVE FORM AT FILL BLOCKOUT CONCH TOP BY CUTTING W/NON-SHRINK TOP OF CONC NOTES: _ GROUT " EQPT PAD CONSTRUCTION JOINT, AFTER CONC IS " 1. WHEN ANCHORAGE OF EQUIPMENT TO PAD IS ROUGHEN&CLEAN PRIOR p ,`o Illik t.-G CAST AND PRIOR CONC EQPT REQUIRED,USE CONCRETE ANCHORS SPECIFIED. TO PLACING PAD �� C7 = CA GROUTING o 2. CONCRETE PADS FOR ELECTRICAL EQUIPMENT w� Z `Or -.'0;� ILII PAD HEIGHT SHALL BE 3 1/2"HIGH,UNLESS NOTED OTHERWISE. 1111111.11=101111 LL p 2- 111 H9 O;o ea 0, TOP OF g STRUCTURAL d+1",MIN i II SLAB OR EXST OR NEW SUSPENDED BOLT DEPTH BEAM SLAB OR SLAB ON GRADE, AS REQD 'o.e: FOR THICKNESS SEE PLAN mi SLEEVE AS SPECIFIED D., ° O CONC SLAB OR BEAM GROUT NOTES: 3"CLR, 1. FOR CONCRETE EQUIPMENT PAD DETAILS ELEVATION ALL AROUND MACHINERY ANCHOR BOLT DETAIL AND NOTES NOT SHOWN SEE(3356 ANCHOR BOLT BLOCKOUT 2. MATERIAL TO MATCH BOLT. CONCRETE EQUIPMENT PAD-TYPE E CONCRETE EQUIPMENT PAD-TYPE J ANCHOR BOLT DETAILS 3357 NTS NTS NTS SAW-CUT AND CHIP TO REMOVE END OF EXISTING WALL OR SLA: MINIMUM EMBEDMENT"B" FINISH SLAB OR WALL UNDER REMOVED EXISTING CONCRETE TO BE GENERAL NOTES: STD LAP LENGTH,SEE GENERAL HOLE DIA AS RECOMMENDED REMOVED,USE CARE NOT TO CONCRETE TO MATCH EXISTING ADJACENT 1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN,ON THE PLANS OR AS STRUCTURAL NOTE BY ADHESIVE MANUFACTURER CONCRETE FINISH,REPAIR ROUGH OR DAMAGE EXISTING ADJACENT INDICATED BY THE MFR AND APPROVED BY THE ENGINEER. MIN EDGE DISTANC = - T/2,SEE NOTE 4 DAMAGED SURFACES AS NOTED CONCRETE SURFACES TO REMAIN 4 1/2"MIN ALL AROUN e ,.,-• 2. SIZE,NUMBER,TYPE,LOCATION AND THREAD PROJECTION OF THE ANCHOR REBAR DOWELS, ii-_—_ BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MFR AND AS APPROVED BYSEE DRAWINGS 3"MIN ALL AROUND EQUIPMENT BASETHE ENGINEER.ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE — — r FOR SIZE OR OTHER ACCEPTABLE MEANS,MATCHING THE BASE PLATE,WHILE PAD IS ��,� _� "_ #4@12"EW�� BEING PLACED. AND SPACING r. .. Y.... — '1" 1 1/2" M ANCHOR BOLT,SEE NOTES •3. ANCHOR BOLT T SLEEVES ALL HORIZONTAL TO PROVIDEMINIMUMMINIMUM SLEEVE CLBOLT ENGTH NEW WALL OR LIMITED EDGE DISTANCE EXISTING REINFORCING ;/.�.' : �� : �� EXISTING CONCRETE 1 1/2"FLUID &ANCHOR BOLT DETAILS SLAB EXTENSION NON-SHRINK GROUT MAX I 3/4"CHAMFER,TYP SHALL BE 8 TIMES THE BOLT DIAMETER. SEE GENERAL NEW WALL OR SLAB :;:1.:�:===.==♦=♦=♦: TO REMAIN I _ --_ 4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1"GREATER STRUCTURAL NOTE FACE OF EXISTING WALL OR SLAB "" .a -.:F..,.1:.:: a-_ "' THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3"GREATER THAN STD LAP �t�.ltt�ta"� ANCHOR BOLT DIAMETER.SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT EXISTING REINFORCING nal! ��w2-#4 @TOP OF PAD AFTER BOLTS ARE ALIGNED.SEE MINIMUM � ( 3357 � EMBEDMENT"A ""ADDL#4@6"dESEE NOTE 7 5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE. - CORE DRILL 2°DIAMETER HOLE, I ¢ FORPA'HT>10" J i 6. WEDGES,SHIMS,OR LELELING NUTS SHALL BE USED TO SUPPORT THE BASE TO REMOVE EXISTING REINFORCING co �� 1 1/2"DEEP,AND CHIP AND GRIND WHILE THE NON-SHRINK GROUTIS PLACED.WEDGES OR SHIMS THAT ARE LEFT IN c.1 _ AND EQUIPMENT ANCHORS TO 1 1/2" m PLACE S CE SHALL NOT BE EXPOSEDOSED VI TO VIEW. UNLIMITED EDGE DISTANCE MIN BELOW TOP OF EXISTING CONCRETE w �� 7. IK PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TOOKEETEP ANCHOR BOLT ABOVE TO REMAIN,CLEAN AND SOAK,AND HEIGHT SUPPORTING SLAB(SEE TABLE BELOW).WHERE DOWEL MINIMUM MINIMUM MINIMUM DRY-PACK WITH NON-SHRINK GROUT I§ ANCHOR BOLT SLEEVE I 12"MAX,4MIN,ADHESIVE DOWEL @ EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE MINIMUM SHOWN,USE TYPE"B"EQUIPMENT PAD WITH BLOCKOUT. SIZE EDGE DIST EMBEDMENT A EMBEDMENT B O � a EXST SUSPENDED SLAB EMBED PER(3265 ) #3 2 1/2" 5" 8" NOTES: OR SLAB ON GRADE,FOR 8. AT CONTRACTOR'S OPTION,CONCRETE ANCHORS MAY BE USED IN LIEU OF CAST-IN- #4 3 1/2" 7" 11" THICKNESS SEE PLANS PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS THAN 3/4"DIAMETER #5 4" 8" 13" 1. REMOVE CONCRETE OUT TO SOUND CONCRETE. PI WHEN APPROVED BY THE EQUIPMENT MFR AND APPROVED BY THE ENGINEER. CONSTRUCTION JOINT, ANCHORS SHALL BE INSTALLED WITH 4"MINIMUM EDGE DISTANCE IN EACH DIRECTION. 2. IF CHIPPING INTO THE SURFACE OF THE EXISTING SLAB OR WALL TO REMAIN IS o #6 5" 101/2" 16" a ROUGHEN&CLEAN REQUIRED,MAKE EDGES PERPENDICULAR TO THE SURFACE. DO NOT FEATHER PRIOR TO PLACING PAD #7 6" 12 1/2" 20" EDGES. #8 7" 14" 22" 3. FILL DEFECTIVE AREA WITH NON-SHRINK GROUT OR AN APPROVED PREPACKAGED aAB DIAMETER(IN) 1/2 5/8 3/4 7/8 1 1 1/4 1 3/8 1 1/2 1 3/4 2 NOTES: 1 #9 7 1/2" 15" 24" PATCHING MATERIAL TO MATCH APPREARANCE OF ADJACENT CONCRETE SURFACES. O MIN PAD HEIGHT(IN) 7 81/2 10 11 121/2 15 161/2 18 21 24 4. USE APPROVED BONDING AGENT ON SURFACES TO BE PATCHED PRIOR TO PLACING 0 1. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. NON-SHRINK GROUT. a 2. USE MINIMUM EMBEDMENTS SHOWN,EXCEPT USE MANUFACTURER'S 5. DEMONSTRATE METHODS FOR REPAIR USING ACTUAL MATERIALS,METHODS,AND MINIMUM RECOMMENDED EMBEDMENT IF GREATER. CURING PROCEDURES REQUIRED BY MATERIAL MANUFACTURERS. CONSULT WITH r:nc 3. LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON-cr BONDING AGENT MANUFACTURER AND NON-SHRINK GROUT MANUFACTURER ON CONCRETE EQUIPMENT PAD-TYPE F CONCRETE EQUIPMENT PADS-GENERAL NOTES DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED,STAGGER SPACING&LOCATE TECHNIQUES. NTS NTS ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES. F i E ( 3356 ) ADHESIVE DOWEL ( 3265 ) CONCRETE DEMOLITION ( 3273 ) ,`�uCTUI9 I NTS NTS <,,' FRQ�1f� CO ORIG SHEET TITLE: SHEET: OF: DWG Mpg Y• R f� DRN: BDR DATE: _ CLEAN WATER SERVICES ,' DURHAMAWWTF DESIGN DETAILS PLOT MAY 2012 +� OREGON w DSN: ALF DWcADGF�er 999-S-501 THIS BAR IS ��II Cr SeIV1C�.S PHASE 5D1 STRUCTURAL DA 999-S-501 -I s° CH2MHILLj , .c CHK MTSLIJ ONE INCH WHEN DETAILS PLC t��" `PSS... ¢ 999-S-501_5D1_409421.dgr DRAWING IS Our commitment bclea PRELIMINARY SOLIDS L• F APPD:Lcc SCALE: AS SHOWN FULL SCALE. REV# DATE BV APVR DESCRIPLION 2550 SWHiilsboroHwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS 6471 EXP, 12-31-20131 LL I NEW RADAR LEVEL ITRANSMITTER GRINDER BASE SIZE AS SCHEDULED 3/16 1/2"SST PL,SIZE ITO MATCH GRINDER BASE TIES @ 3"SPG ;("'" JW�WSI! FULL LENGTH OF HAS flu©�o.i iii ❑ 3/16 SST HAS Ax 6"LONG w CAUTION SST SLEEVE NUT,SIZE =O CUT OPENING IN p" &SPG TO MATCH GRINDER wco CENTER OF EXISTING CLR, MOUNTING,CAP NUT ENDS I _.... _J__............ HATCH TO MATCH LEVEL TMP INTRUSIONOENT CONCRETE YELLOW co TRARADNSMITTER DIAMETER I ��i W FOR MESSAGE HERE, BLACK E5@1Y,DRILL AND ) N SEE SIGN SC H E D U L EPDXY,EMBED PER 3265 rn EXISTING ACCESS U u7HATCH #4@6"TIES© IN SPECIFICATIONS I I RADAR LEVEL I GRINDER BASE ( 3358 CAUTION SIGN NTS ( 10402 ACCESS HATCH INSTALLATION NTS ( 15582 NTS lLEVEL TRANSMITTER CONCRETE COLLAR GAS BOOSTER MOUNTS SEEP RING CTRD IN CONCRETE BOLT SIZE AND SPG 2" 4" 2 1 1/2" AS REQD FOR GAS TYP EA SIDE OF PIPE MIN, BOOSTER TYP GALV 6Mili EQUALLY SPACED PL 1/2"x 9"x 1'-5",MIN _, AROUND PERIMETER, DRILL AND EPDXY LL, GALV HSS6x3x1/4 u •"' • 4"MIN • 3/16 r 11/2" �.,I,�, I,, CORE DRILL FOR NEW I111 TMPGALV .:i. :;41::41k. PENETRATION,COAT II M a 11/2"MIN NON-SHRINK AROUND N0.2 ALL ani. GROUT EXISTING 17" ui CONCRETE SLAB M ":5"-- = 1� L� PIPE PENETRATION, p 4-1/2"DIA SST SEEC15610) EL CONC ANCHORS, EMBED 3 1/2"MIN SCORE EXISTING COATING PRIOR TO CORE DRILLING. REPAIR COATING AS I SPECIFIED AFTER TRANSMITTER INSTALLATION N W Q o I0. a CI a) TD a 0 E I GAS BOOSTER BASE ( 3359 ) DIGESTER RADAR LEVEL TRANSMITTER ( 15581 ) �wC7l1,�q Lo of NTS NTS `� ©`FRAME p v.j s�t5.91h Az, 4 e. DAG CLEAN WATER SERVICES SHEET TITLE: SHEET:57 OF:60 DWG M: �: IDRR: BDR DATE, DESIGN DETAILS 1'.I" law CR DSR: ALF DWGA 999-5-502 DURHAM AWWTF DATE MAY Iii THIS CH2MHILL STRUCTURAL Gy ,)i4 CHK: MTS CAD FILE a' ONE INCH WHEN C�eanWaber Services PHASE 5D1 DETAILS PLD.: 999-S-502 i, 120 �� a 999-S-502_5D1_409421.dg)I DRAWING IS Ootcommitmentirclsu PRELIMINARY SOLIDS Z APPD:LCC SCALE AS SHOWN FULL SCALE. DESCRIPTION 2550 SW Hillsboro H Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS 6471 LL REVq DATE BY APVR WY 9 PRJp: EXP. 12-31-2013 I ' M10 SST CONCRETE I UNDERCUT ANCHOR AT TOP,EMBED PIPE SIZE 4 1/4"MIN,TYP 1 4"THRU 14" 1/2"DIA CONCRETE o� SST PIPE ATTACHMENT ANCHORS W/3"MIN 1 rii � AS REQUIRED EMBED /./ / SPACER BLOCK AS o o'o; REQUIRED SST WALL BRACKET, !EPIPE AONAL STANDARD GR1 1/4"Br7SWLCOTOR EXPANSION ANCHORW/1/2"DIA CONC 2"V303 :° L PIPE SIZE 4"MAX TYP AT BOTTOM e- ANCHOR,EMBED 3"MIN 2"GALV •}'.: "'0 / WALL OR COLUMN COOPER B-LINE NIPPLE _- `� °•.•%i , o..• °. I ATTACHMENT 'TBLIND FLANGE i/ DRILLED&TAPPED PIPE CLIP,B-LINE I, FOR 2"NIPPLE o FIG.B2400 FIXED COOPER B-LINE �j =a O; FIGURE 4B PECLAM TEE,WYE OR CROSS qoo PIPE CLAMP NOTE: AS SHOWN ON PLANS �� PROVIDE BRACING AT I . , 40'-0"MAXIMUM FULL LENGTH OF PIPE RUN. MINIMUM NOTES: NOTES: M. , PIPE UN. PER 1. FOR VERTICAL PIPES ONLY. 1. WALL BRACKET SHALL BE HEAVY DUTY TOLCO FIG 30H. I 2. PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED.FABRICATE OVERSIZE 2. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. STRAP WHERE REQUIRED. 3. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. 3. SEE ALSO SPECIFICATION SECTION 15060,PIPING SUPPORT SYSTEMS. 4. SEE ALSO SPECIFICATION SECTION 15060,PIPING SUPPORT SYSTEMS. I II TYPE 2 FLUSHING CONNECTION (\ 15100 PIPE SUPPORT-WALL MOUNT 15503 PIPE SUPPORT-WALL MOUNTED MEDIUM 15508 ) PIPE BRACING-LONGITUDINAL ( 15531 NTS NTS NTS NTS ibi MACHINE BOLT,TYP I DI ��El` 2 1/2"THRU 12"PIPE TOLCO FIG 7OF�� 3/4"THRU CLAMP PIPE DIMENSION TABLE 8"PIPE COOPERS-LINE 11111 � PIPE "A" SW VEL CONNECTOR FIGURE 910 MINIMUMPROVIDE PIPE W/1/2"DIA CONC Illt PRE-ENGINEERED ` SIZE NOMINALPLAN ORPROTECTION BARRIER /11111111/ ANCHOR,EMBED 3"MIN PIPE SUPPORT ' PIPE SIZE AS SPECIFIED.FABRICATE\`�� VERTICAL PIPE OVERSIZE CLAMP WHERE \�/ ELEVATION REQUIRED. 2-1/2" 2-1/2" ER B-LINE I11I BRACING PIPE I ¢ 3" 2-1/2" 0 0 4" 3" in STANDARD PIPE �� 6" 3" - �. CI FLANGE 8" 3" CONCRETE 41V. P 10" 3" ca WA OR OR LL co Cf—•-•1 -—- 6"OR 8°PIPING I r MINIMUM 1 1/2" —� ¢L NOTE: NON-SHRINK "A" 12" 3" S D- GROUT - ail• ‘94..:::..6.-:;:;°. - D:e.°.. ,p BRACING LATERAL COOPER B-LINE BRACING AT 20'-0" ®i®®1ai® i .. a FIGURE 1000 MAXIMUM FULL ° FAST CLAMP LENGTH OF PIPE RUN. :`'•ooF7:�� •- ��'.':i"• .o"'��0 1/2"DIA CONCRETE " 0"" MINIMUM TWO PER I I ANCHORS W/3"MIN O EMBED PIPE RUN. CV 4-SST CONCRETE N ANCHORS,1/2"DIA SECTION iu WITH 4"MIN EMBED o 0 NOTES: a 1. FABRICATE FROM TYPE 316 STAINLESS STEEL UNLESS INDICATED OTHERWISE. rn 2.SEE ALSO SPECIFICATION SECTION 15062,PIPING SUPPORT SYSTEMS. v F, PIPE SUPPORT-SADDLE SUPPORT E PEDESTAL TYPE-ADJUSTABLE 15501 PIPE SUPPORT-WALL MOUNTED [; 15505 PIPE BRACING-LATERAL 15532 ) QED PRO&p I o NTS NTS NTS �,6�Gi s� `�� `n Q 54903PE - — GRIG SHEET TITLE: SHEET:58 OF:80 DWGfF. fp'. .J/ . h ° o, DRN: BDR CLEAN WATER SERVICES oATE: az MIIIIIMII DESIGN DETAILS OHEOON,2L °' DSN: BWR DWG#: 999-M-501 DURHAM AWWTF DATE: d 0Y 7,4 O �. ` Y MECHANICAL MAY 2012 9FT 9 CAD It: THIS BAR WHEN CleanWater Services C■ ■2MH I LL PHASE 5D1 • 999-M-501 r w;fkE � z 999- -5 ONE INCH Oareommitmonti#de�r PRELIMINARY SOLIDS DETAILS PLG#: z cHK: JEG 999 M501_5D1_409421.dg i DRAWING IS w APPD LCC SAE AS SHOWN FULL SCALE. �# DATE Sv APVR DESORPTION 2550 SWHillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS . 6471 I LL PW#: EXP, 12-31-2012 II 2-M10 DIA SST TOLCO FIG.337 MAX. DISTANCE BETWEEN UNDERECUT ANCHORS TO EXST RODS=4's0" ANCHORS,TYP, PASSING PIPE CONC WITH 2-M10 O.d :.o• n..,..,... SST UNDERCUT p . • e.p • e 4 • °p • a p p EMBED 4 1/4"MIN (SEE NOTE 1) FILL WITH SILICONE ANCHORS,EMBED �`-Q;^fl:;�``Q;^ ! I P I I CAULK TOS.PROTECT 4 1/4"MIN THREADS.WATERTIGHTJOIHT TO • ' FILL WITH BE TOLCO FIG.337 NON-SHRINK ANCHOR TO EXISTING , ADJUSTABLE ATTACHMENT GROUT CONC WITH 2-M10 DIA i ° �,a,eyo..a O. `,..-,-:.. SST UNDERCUT ANCHORS, o cc I I PLATE,TOLCO FIG.337 EMBED 41/4"MIN w 5/8"DIA ROD OR EQUAL 5!8"DIA.HANGER ROD I I PIPE STRAP, UNISTRUT IMP °,O o°® k°o eo'° SERIES P-2558, POWER- 114°::;',;,t.�, CLEVIS PIPE HANGER, STRUT SERIES PS 3126, oe ° � • 4 B-LINE FIG.63100 �/ � OR EQUAL,(TYPICAL) CORE DRILL TO 0 �� i1 DIAMETER r:":a 5/8"ROD ,� __�.0' ALL RECOMMENDED • p" w • _ii N UNISTRUT P-1062 ° tr PIPE INSULATION I PLATE T&B SEAL ASSEMBLY :" \ r� AS SPECIFIED p^ �., u CLEVIS,B-LINE a MANUFACTURER _ w111 w FIG.B3100 ril I ��►��JI r INSIDE1 CHANNEL,UNISTRUT SERIES,.►i ��i` 5/8"DOUBLE NUT MODULAR MECHANICAL - ►. ►,fiSERIFP-5500,POWER-STRUT ��;�- � PIPE SIZES 1/2"-10" IN LENGTH TOI50,SUI . EQUAL SST BOLTS AND UL ASSEMBLY ITH TS, 4"THRU �•� AS SPECIFIED. 10"PIPE PROTECTIVE INSULATION SHIELD L 1,-0" NOTE: 1.WHEN USED WITH PVC OR FIBERGLASS PIPE,PROVIDE STEEL SHIELD AROUND PIPE AT CLIP WITH LOOSE FIT. WRAP COPPER TUBES WITH 2"WIDE STRIP OF RUBBER NOTES: II NOTES: FABRIC. NOTES: 1. PIPE HANGERS SHALL BE OVERSIZED AS REQUIRED TO ACCOMMODATE 1. PROVIDE RISER CLAMP FOR PASSING PIPE AT ABOVE SLAB LOCATION. THICKNESS OF INSULATION SPECIFIED. HANGER SHALL NOT COME INTO 2.CHANNEL,PIPE STRAP,RODS,NUTS,AND WASHERS TO BE MATERIAL AS SPECIFIED 1. FABRICATE FROM TYPE 316 SST UNLESS INDICATED OTHERWISE. CONTACT WITH THE INSULATION DIRECTLY,EITHER AT THE VERTICAL IN SECTION 15060,PIPE SUPPORT SYSTEMS. YOKE OR AT THE POINT OF SUPPORT.FOR REQUIREMENTS ON INSULATION SHIELD USED WITH PIPE HANGERS,SEE SPECIFICATIONS. TRAPEZE PIPE HANGER WITH THRUST IPIPE HANGER ( 15550 ) PIPE HANGER ( 15557 ) OR POWER STRUT STEEL CHANNEL ( 15570 ) FLOOR PENETRATION SEAL ( 15610 NTS NTS NTS NTS I TOLCO FIG.337ANCH (116--- CONC RSWIT 2O-MSTCONC WITH 2-M10 SST UNDERCUT ANCHORS,EMBED ° I I I I I I II 4 1/4"MIN B-LINE FIG.B30940�°:: 0;;:! PIPE SLEEVE • .O FLANG SUPPORT :0 .s ° EXTERIOR / J 0.:' nI nI l fwok) A PASSING PIPE 6.6.:7).': 0':00;0.0. SIDE I-Cr V-0" 3/16 VG . ( /// °� NON-SHRINK MIN ��I MIN I — 21/2"DIA �t ° GROUT INI IIIHIII SCHEDULE 40 II 5/6"DIA ` PIPE HANGER RODS •� O w ej MINIUM -PL 3/8",DIA TO �;,,_�_�_� j MODULAR MECHANICAL CORE DRILL w PIPE '�'• �• `r I PIPE SIZE MATCH 5"PIPE SEAL ASSEMBLY WITH 1" MINIMUM i �:Q-,? 'Do�O'.'�� SST BOLTS AND NUTS, ALL AROUND j MI= VARIES °D u CJP "o " ':'' ° ' AS SPECIFIEDmimmociim STRUT CHANNEL tl Q I I 11 —_i -5"DIA °.:.:O,g.,,:0:::: 1111111151 ir AND PIPE CLAMPS, SCHEDULE 40PASSING PIPE UNISTRUT SERIES ' PIPE P-5500,POWER-STRUT 1 I — — 3/16 SERIES PS-150 �� /,'i, _ PL 3/4"x 11"SQ W/ FOR EXISTING WALLS,OMIT PIPE SLEEVE AND 0'"-0 9,•4 -Or;! PRE-CAST OR EQUAL `��. 4-3/4"DIA ADHESIVE CORE DRILL TO DIAMETER RECOMMENDED BY CONCRETE a — — — — CONC ANCHORS,DRILL AND EPDXY,EMBED MECHANICAL SEAL ASSEMBLY MANUFACTURER. INSIDE SURFACE MUST BE SMOOTH.PREPARE WALL 0 .. hi. '.' 5"MIN AND COAT EXPOSED STEEL REINFORCEMENT WITH SYSTEM NO.7 GROUT FILL AND/OR R AS REQUIRED _ MACHINE AS NECESSARY FOR SMOOTHNESS 1- II I II o II I I§ II I I c 1 1/2" v TYP o o oI of STACKED TRAPEZE PIPE HANGER ( 15555 ) AIR SEPARATOR SUPPORT ( 15559 ) WALL PIPE PENETRATION SEAL ( 15607 ) PIPE PENETRATION ( 15611 ) 4c3kaPROFC o NTS NTS NTS NTS �S 6,„,.) .,,,,4)x . 54@93PE l.. °R° CLEAN WATER SERVICES SHEET TITLE: SHEET:59 OF:60 DWG 4: C , •y m DRN BDR DATE: DESIGN DETAILS Ons0ON CO °' DON: BWR DWG#: 999-M-502 THIS BAR IS DURHAM AWWTF MECHANICAL oA E: MAY 2012r s zw° Lii CleanWaber Services CH2MHILL PHASE 5D1 — 999—M-502 err w,11.0t1,,z CHK: JEG CAD FILE#: ONE INCH WHEN 999-M-502 5D1_409421.dg L DRAWING IS Our eommitmenib clear PRELIMINARY SOLIDS DETAILS PLC# ILI APED:LCC SCALE: AS SHOWN FULL SCALE. REV# DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 HANDLING MODIFICATIONS „, 6471 IEXP. 12312012,1 LL --i\•,--- 10" 3" VARIES,LENGTH 3" SEE NOTE 2 °0 12"RADIUS,TYP `,AS REQUIRED iii 3/4"RADIUS,TYP o; GALVANIZED STEEL 0;°�: Oen , IN SHEET METAL INSULATION AS REQUIRED 0 LB CONDULET o':p9m.a:0: TO FILL CAVITY 1 1/2",TYP it ESCUTCHEON,TYP C 114"ALUMINUM PLATE,ROUND EDGES; Il LB --� iI11111111(IIIIIIIlllltlr Lu j fl SIZE PER EQUIPMENT REQUIREMENTS CONDULETN -` " c 10",TYP �w z 1 1/2"ALUMINUM oo' , F-� p� 3/16\ •. PLATE I 6 O j 3/6"ALUMINUM PLATE 3/16 TYP _ ❑ 1 1/4",TYP I o° a0iiUltllliltlllllllllllllls °a PLAN _.� — GALVANIZED STEEL PIPE Ar.- O tv II SLEEVE OR CORE DRILLED CONDUIT 12"RADIUS,TYP 1/4"ALUMINUM MOUNTING w HOLE IN CONCRETE WALL .0'O o,,•0V' 1/2"RADIUS,TYP PLATE,SIZE PER EQUIPMENT o O REQUIREMENTS z SECTION p;o:,;::0'.- MI 3/16 \ NOTE: ALUMINUM CHANNEL(4x2.16 IN SEISMIC ZONES NOTES: 3/16 0 AND 1,6x3.00 IN SEISMIC ZONES 2 AND HIGHER) 1. INSTALL CONDUITS THROUGH EXISTING WALLS IN ACCORDANCE CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL OM I LENGTH PER EQUIPMENT REQUIREMENTS WITH THIS DETAIL IF NOT OTHERWISE INDICATED. SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. 4"ALUMINUM PROVIDE FELT SPACER OR 2. DRILL HOLE USING METHODS THAT LEAVE A SMOOTH OPENING. 4II CHANNEL BITUMASTIC COATING BETWEEN SEAL OPENING AROUND CONDUIT,INSIDE,AND OUTSIDE,WITH PROVIDE FELT SPACER OR ALUMINUM AND CONCRETE ONE PART POLYURETHANE IMMERSIBLE SEALANT. SEAL MUST BITUMASTIC COATING BETWEEN ' NON-SHRINK GROUT BE GAS TIGHT WHERE INDICATED ON THE DRAWINGS. ALUMINUM AND CONCRETE 3/16 V ma FLOOR FLOOR OR 0' Or° r:'- PLATFORM NON-SHRINK CONDUIT ENTRANCE 16104 INTERIOR WALL PENETRATION (; 16106 FLOOR OR NTS NTS � ® GROUT PLATFORM 1/2"STAINLESS STEEL CONCRETE ANCHORS ORANCHOR BOLTS 0.%f.a0.= 1. O-D•dOr. WITH LEVELING NUTS, GROUND CONDUCTOR, (TYP OF 4 EACH BASE) II SIZE AS REQUIRED 1/2"STAINLESS STEEL EMBED 3"MIN WALL OR CONCRETE ANCHORS NOTES: CONDUIT DROP, INSULATING GROUNDING COLUMN 0a ORANCHOR BOLTS WITH 1. USE STAINLESS STEEL MOUNTING HARDWARE.USE WASHERAND SPLIT SIZE AS NOTED BUSHING WITH INSULATED LEVELING NUTS,(TYP OF 4), LOCK WASHER UNDER ALL NUTS. �i THROAT,SIZE AS REQUIRED EMBED 3"MIN ��I_' ELEVATION / O. 2. FOR HEIGHTS EXCEEDING 5'-0"OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING CONDUIT NOTES: 200 LBS,SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION. , -4r 1. USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHERS CABLE TRAY CONDUIT 1/2"DIA CONCRETE AND SPLIT-LOCK WASHERS UNDER ALL NUTS AND BOLTS. CLAMP CLAMP i ANCHOR,EMBED 3"MIN III CI , EQUIPMENT MOUNTING PEDESTAL ( 16158A ) DEVICE MOUNTING, EQUIPMENT PEDESTAL ( 16158B IIPARALLEL CLAMP, �_' NTS NTS SIZE AS REQUIRED — -111101 CABLE TRAY 2/0 BARE COPPER STRANDED FORMED COVER THIS GROUND CONDUCTOR CHANNEL PORTION WITH UNLESS OTHERWISE INDICATED SHRINK TUBING OUTER JACKET NOTES: o• Illp 1. FASTENING HARDWARE IN TRAY SHALL BE ROUNDED • NOTE: °o' ................'�.".�"�" I AND HAVE NO SHARP CORNERS. SUPPORT ALL EXPOSED CONDUITS ON ° FORMED STEEL CHANNELS. WRAPPED SHIELD GREEN INSULATED CRIMPED SPLICE WIRE CONNECTOR CONDUIT DROP INTO CABLE TRAY ( 16192 ) CONDUIT SUPPORT ON STRUCTURE 16195 ) COVER THIS NTS NTS PORNIOT WITH SHRINK TUBING /-OUTER JACKET SHIELD �t�.?, �' 1. GROUND WIRE a GROUNDING 0 N BUSHING SHIELD N SHRINK TUBING oi iii n SIGNAL LEADS H' o , , o , I O I \ OUTER JACKET a Iii / / i / / / / / / / / / / / / / / / / / //4 EQUIPMENT ��-^�� ENCLOSURE LUG,TYP - J NI QOM o METAL �� CONDUIT al 4111 `' GROUND LEAD SHRINK TUBING NOTE: ~O THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED NOTE: a BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE ALL SHIELDED INSTRUMENTATION CABLE SHALL BE WITH THIS DETAIL. TERMINATED IN ACCORDANCE WITH THIS DETAIL Orn - WHERE GROUNDING IS REQUIRED. v CONDUIT GROUNDING ( 16452 E NTS TERMIINATION OF SHIELDED INSTRUMEMTATION CABLE ( 165606 cr re E ) 'nI NTS 4lcclQ P Qf < r0 ti��NGt Np,R IQ . • ORT: GJL A CLEAN WATER SERVICES 60 BO 4 =,a2 PE SHEET TITLE: SHEET: OF: DWG Q' rn DESIGN DETAILS Cn osn: RSH owes: 999-E-501 DURHAM AWWTF PLOT MAY 2012 OREGON THIS BAR IS PATE: CH2MHILL ELECTRICAL 9y 4uss s.OQ4, CADFILE#: ONE INCH WHEN CleanWaber Services PHASE 5D1 DETAILS PLC#. 999-E-501 qa s. aRg� Lu CHK: MSM 999-E-501 5D1_409421.dgr DRAWING IS Our commitment is clear Z PRELIMINARY SOLIDS J SPP:LCC SCALE: AS SHOWN FULL SCALE. cws LL REV# DATE BY APVR DESCRIPTION 2550SWHiIlsboroHwy. Hillsboo,Oregon971239379 HANDLING MODIFICATIONS PRds: 6471 I EXP.06-30-2013j