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Plans (50) CIVIUGENERAL SYMBOLS PIPE AND VALVE SYMBOLS GENERAL NOTES 1. THIS ISA GENERALIZED INFORMATION SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN ON THIS SHEET. FIRE PROTECTION WATER (EXISTING) FW FW BENCH MARK f!sM EXISTING PIPE t, S SEWER (EXISTING) SS ss8 NEW PIPE --- 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES SOIL BORING,IDENTIFICATION NUMBER 4 NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO STORM DRAIN (EXISTING) SD SD SOIL TEST PIT,IDENTIFICATION NUMBER Si' PIPE TO BE REMOVED i,\\����� REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY WATER LINE (EXISTING) w `ti THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED SPOT ELEVATION ID'"-_ FLEXIBLE COUPLING 14 o- OR RECONSTRUCTED AT THE CONTRACTORS EXPENSE WITHOUT RECLAIMED WATER (EXISTING) RW RW GAS LINE (EXISTING) G G ELECTROLYSIS TEST STATION *Er: > _ ADDITIONAL COMPENSATION FLANGED,SLIP ON -�' -- TELEPHONE LINE (EXISTING) T T WATER METER 3. PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS THE CONTRACTOR 5 'S MECHANICAL JOINT ` SHALL VERIFY THE ELEVATION,ALIGNMENT,OUTSIDE DIAMETER, ELECTRICAL LINE (EXISTING) E E FIRE DEPT.CONNECTION _______99 FLANGED COUPLING ADAPTER LOCATION.AND MATERIAL OF ALL EXISTING PIPELINES AND CONDUIT —' IN WHICH THERE MAY BE A CONFLICT. CABLE TV (EXISTING) CTV cry FIRE HYDRANT J CROSSING UTILITIES (EXISTING) ELBOW-STRAIGHT /--1 UTILITY BOX(AS LABELED) • 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LINE AND GRADE OF ALL PIPING WITHIN THE PROJECT SITE AND ALL LAYOUT FENCE .. -- ALIGNMENTS. PROPERTY LINE/RIGHT-OF-WAY POWER POLE + ELBOW-DOWN STREET LIGHT ` 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD CONTRACTORS WORK AREA LIMITS WA WA ELBOW-UP I DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CENTERLINE - STREET LIGHT AND TRAFFIC SIGNAL (2.--_:C2 -- CONSTRUCTION. SUCH DRAWINGS SHALL RECORD THE LOCATION AND YARD LIGHT is REDUCER 1:_11-1:- GRADE OF ALL IMPROVEMENTS CONSTRUCTED AND SHALL BE CULVERT WITH END SECTIONS — — — — — — DELIVERED TO THE OWNER PRIOR TO,AND IN CONSIDERATION OF THE TRAFFIC SIGNAL ❑ TEE OWNER'S ACCEPTANCE OF WORK. HANDRAIL OR GUARDRAIL - - TELEPHONE RISER EF. WATER SURFACE — ` 6. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL GUY ANCHOR , TEE-DOWN 3 DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A GRADE CHANGE LINE - NEAT AND ORDERLY CONDITION. RIDGE LINE CATCH BASIN ®'` TEE-UP " k-- T. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO PROTECT THE FLOW LINE --0.--p- —111.- HATCH LAYOUT HIND slOE'<��! PLUG VALVE .- PROJECT SITE.TEMPORARY FENCING SHALL BE MAINTAINED 24-HOURS GRADED SLOPE DROP INLET �C GATE VALVE ��/ A DAY SEVEN DAYS A WEEK. TITA-�-- -__.. 8. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE,SEE ALSO 5001. CLEAN OUTCo SWING CHECK VALVE DITCH OR SWALE CONTOUR MAJOR(NEW) 110 �_ DRIVEWAY /, FLOOR DRAIN ler CONTOUR MINOR(NEW) J GENERAL PIPING NOTES HANDICAP ACCESS RAMP _,-- CLEAN OUT — CONTOUR MAJOR(EXIST) KEY NOTE ( VALVE BOX 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONTOUR MINOR(EXIST) --------____ SURVEY PANEL .L6. - 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS, MONUMENT OR SURVEY POINT [_\, IF SHOWN. SECTION CORNER SECTION OR DETAIL REFERENCE 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO STRUCTURE OR PIPE(NEW) ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. I ELEVATION MARK(REFERENCE) -- ,T TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN SECTION(LETTER) _ 2 FOR ADJACENT STRAIGHT RUN OF PIPE. STRUCTURE OR PIPE(EXIST) ELEVATION MARK(DESIGN) ----I . DETAIL(NUMERAL)I cozy 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS NOT SHOWN FOR DEMOLITION M\ DRAWING NUMBER PIPES UNDER 4".FINAL SUPPORT REQUIREMENTS SHALL BE \ FLAG NOTE � � < DRAWN ON DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED IN SECTION CONCRETE IN SECTION , 15050. STEEL IN SECTIONI PIPING SCHEDULE 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS • PIPE TYPEADEQUATEFOR OTHERWISENOTED. THRUST PROTECTION SHALL BE m WOOD IN SECTION NO ED s ABBREVIATION SYSTEM TEST PRESSURES SPECIFIED. N EXPOSED VALVE SYSTEM GRATING IN PLAN -- LPA LOW PRESSURE AIR i W-1 G 6. SYMBOLS,LEGENDS.AND PIPE IDENTIFICATIONS SHOWN SHALL BE a CHECKERED PLATE IN PLAN -- --� - -- - FOLLOWED THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN (E)LPA LOW PRESSURE AIR I MILD STEEL G ARE NOT NECESSARILY USED IN THE PROJECT. O. GRAVELED AREA IN PLAN 7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ORo SECTION PIPE TYPE SCHEDULE APPROXIMATE,PROVIDE ALL UNIONS NECESSARY TO FACILITATE a SAND IN SECTION CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. a PIPE TYPE PIPE MATERIAL FIELD JOINTS FITTINGS co BRICK OR CONCRETE BLOCK IN SECTION W-1 STAINLESS STEEL FLANGED,BUTT WELDED STAINLESS STEEL 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO THE EXISTING GRADE • PIPING AND FACILITIES,AND TO THE WORK OF OTHER CONTRACTORS. E t ASPHALT CONCRETE , o (IN PLAN OR SECTION) 9. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND O o PIPE USE. v 0 rn _0 ,.._.,,,,<;,;,,,,\1,.-:1:?,,:,,,_2-4,.-i,,:ic?..,.:,.,,, . Q OR G T I I pRGJ NN.E'. SHE-R TITLE. SHEEP. 2 of 15j DWG a OREGON 5,- - �- • CNSLG Isar MAY 2013 fIIIMMINIIM I DURHAM AWWTP GENERAL --- O— DSA TJA _--- 1---- ---- a`Q' 5!16!13 ,- i .;/ M WHOA G002 THIS BAR IS ONE INCH I_ __ Q Ver ervicesTURBO BLOWER INSTALLATION na,E _._ __ G002 x• yr ICAO 1091014 40 0002 WHEN DRAWING IS FULL ca A L'.., E CD _ - ------ oar mmminnancaelnr- LEGENDS, SYMBOLS N4 J_t_1 N crix TJA/PLVM I SCALE. Kennedy/Jenks Consuitants� & PIPING SCHEDULE _. mr APED.PLVM �,sc:a-E: NONE — i — ---- ----- c.•s 6586 p406D`Sf�� ae�a oarE Wan wvo ocscwvnon 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123A3'9 2C0 SW MARKET,SUITE 500,PORTLAND OR 97201 ppp�> En:;k STAMP /j -0[3 I ABBREVIATIONS & AND E ELECTRIC,EAST MACH MACHINE S SEWER,SOUTH.SLOPE c AT EA EACH MAT'L MATERIAL SE SOUTHEAST X BY EC ENO OF CURVE MAX MAXIMUM SW SOUTHWEST • CENTERLINE EF EACH FACE MB MACHINE BOLT SAN SANITARY SEWER CHANNEL e.g. FOR EXAMPLE MD MEASURE DOWN SCH SCHEDULE O DIAMETER EG EXISTING GRADE MECH MECHANICAL SDR STANDARD DIMENSION RATIO # NUMBER EL,ELEV ELEVATION M METER SEC SECOND R PROPERTY LINE ELECT ELECTRICAL MFR MANUFACTURER SEW SEWER O SQUARE ENCL ENCLOSURE MH MANHOLE SFC SURFACE L STRUCTRUAL ANGLE EP,EOP EDGE OF PAVEMENT MIN MINIMUM SHT SHEET EQ. EQUAL MISC MISCELLANEOUS SMH SANITARY SEWER MANHOLE EQUIP EQUIPMENT MJ MECHANICAL JOINT SIM SIMILAR AB ANCHOR BOLT EW EACH WAY MON. MONUMENT SOG SLAB ON GRADE ABT ABOUT EW/EF EACH WAY EACH FACE MX MIXER SP SPACE AC ASPHALTIC CONCRETE E.W.S. EYEWASH/SHOWER SPEC SPECIFICATIONS ADJ ADJACENT (El,EXIST,EX EXISTINGSQ SQUARE EXP EXPANSION AHU AIR HANDLING UNIT N NORTH SS STAINLESS STEEL ANCH ANCHOR (NI NEW STA STATION EXT EXTERIOR;EXTENSION NC NORMALLY CLOSED AL ALUMINUM STL STEEL APPROX APPROXIMATE NE NORTHEAST STORM,SD STORM DRAIN APWA AMERICAN PUBLIC WORKS FAB FABRICATE NGVD NATIONAL GEODETIC STD STANDARD ASSOCIATION FB FLAT BAR VERTICAL DATUM STRUCT STRUCTURAL ARCH. ARCHITECTURAL FD FLOOR DRAIN NG NATURAL GAS ARV AIR RELIEF VALVE FF FINISHED FLOOR N.I.C. NOT IN CONTRACT ASTM AMERICAN SOCIETY FOR FG FINAL GRADE NO. NUMBER TESTING AND MATERIALS FCA FLANGE COUPLING ADAPTER NO NORMALLY OPEN T THERMOSTAT ATS AUTOMATIC TRANSFER SWITCH FH FLAT HEAD OR FIRE HYDRANT NOM NOMINAL TBM TEMPORARY BENCH MARK AVR AIR/VACUUM RELIEF VALVE FIN FINISH NPW NON-POTABLE WATER TCE TRICHLOROETHYLENE AWWA AMERICAN WATER WORKS FL. FLOW LINE NRS NON-RISING STEM TEL TELEPHONE ASSOCIATION FLEX FLEXIBLE NST NATIONAL STANDARD THREAD T&B TOP AND BOTTOM FLG,FL FLANGE • NTS NOT TO SCALE TGE TOP OF GRATING ELEVATION FOB FLAT ON BOTTOM NiA NOT APPLICABLE TOS TOP OF STEEL.TOP OF SLAB BC BEGINNING OF CURVE FOT FLAT ON TOP TW TOP OF WALL B.F. BLIND FLANGE FM FORCE MAIN TYP TYPICAL BFP BACKFLOW PREVENTERFRP FIBERGLASS REINFORCED PLASTIC OC ON CENTER BEV BUTTERFLY VALVEFSS FIBERGLASS STRUCTURAL SHAPE OD OUTSIDE DIAMETER BLDG BUILDINGFT FEET OF OUTSIDE FACE/OVERFLOW UNO UNLESS NOTED OTHERWISE BM BEAM,BENCHMARKFTG FOOTING OPER OPERATOR BO BLOWOFF OPNG OPENING BOS BOTTOM OF STEEL OS&Y OUTSIDE SCREW&YOKE VTR,V.T.R. VENT TO ROOF BOT BOTTOM G GAS VERT VERTICAL BV BALL VALVE GS GALVANIZED STEEL 8&S BALL AND SOCKET GSS GRAVITY SANITARY SEWER PE PLAIN END.POLYETHYLENE GA GAUGE PERIM PERIMETER GAL GALLON PIP PLASTIC IRRIGATION PIPE W WEST CB CATCH BASINGPM GALLONS PER MINUTE PL PLATE W; WITH CC CENTER TO CENTER GR GRADE,GROUND P_O.C. POINT OF CONNECTION W/O WITHOUT - CCP CONCRETE CYLINDER PIPEGV GATE VALVE PP POWER POLE W.M. WATER METER CCWR CLOSED-LOOP COOLING WATER RETURNPRESS PRESSURE WSDOT WASHINGTON STATE DEPARTMENT CCWS CLOSED-LOOP COOLING WATER SUPPLYPRV PRESSURE REDUCING VALVE OF TRANSPORTATION CHK'D CHECKED HB HOSE BIBB PS PUMP STATION WS WATER SURFACE CHKR CHECKERED HGL HYDRAULIC GRADE LINE PSI POUNDS PER SQUARE INCH LASS WASHINGTON STATE STANDARD CI CAST IRON HORIZ HORIZONTAL WSDOT/APWA STANDARD CIP CAST IN PLACE HP HIGH POINT,HORSE POWER PSF POUNDS PER SQUARE FOOT HPC HIGH PRESSURE CONDENSATE PSS PRESSURIZED SANITARY SEWER SPECIFICATIONS FOR ROAD, CJ CONSTRUCTION JOINT BRIDGE,AND MUNICIPAL CL PIPE CLASS,CENTERLINE HPS HIGH PRESSURE STEAM PT POINT,PRESSURE TREATED CONSTRUCTION CL2 CHLORINE HR HOUR PVC PNMT PAVEMENT POLYVINYL CHLORIDE WTP WATER TREATMENT PLANT CLR CLEAR,CLEARANCE HT HEIGHT WWTp WASTEWATER TREATMENT PLANT CMU CEMENT MORTAR UNIT HOPE HIGH DENSITY POLYETHYLENE PW PLANT WATER,POTABLE WATER CMP CORRUGATED METAL PIPE HW HOT WATER ei oCO COMPANY,CLEAN OUT C9 COL. COLUMN R RADIUS YD YARD o ID INSIDE DIAMETER CONC CONCRETE RCP REINFORCED CONCRETE PIPE vl CONST CONSTRUCTION IE INVERT ELEVATION RD ROAD o CONT CONTINUOUS IN INCH RECIRC RECIRCULATION CPLG COUPLING INV INVERT RED REDUCER o IPS IRON PIPE SIZE CPP CORRUGATED PLASTIC PIPE REF REFERENCE 3 CPVC CHLORINATED POLYVINYL CHLORIDE REG REGULATOR CSP CORRUGATED STEEL PIPE JT JOINT REINF REINFORCING,REINFORCED ml CSTC CRUSHED SURFACING TOP COURSE REQ'D REQUIRED -e CU COPPER L ANGLE RJ RESTRAINED JOINT CW CITY WATER LB POUND RPM REVOLUTIONS PER MINUTE EI LF LINEAL FEET R/W RIGHT OF WAY o LP LOW POINT o DI DUCTILE IRON NOTES. LPA LOW PRESSURE AIR a, DIA. DIAMETER LPC LOW PRESSURE CONDENSATE 1. THIS IS A GENERALIZED INFORMATION SHEET.THIS CONTRACT v DIP DUCTILE IRON PIPE LPS LOW PRESSURE STEAM MAY NOT USE ALL INFORMATION SHOWN ON THIS SHEET. V ON DOWN2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE, o DR DRAIN LT�WT- LIGHT WEIGHT SEE ALSO ABBREVIATIONS AND SYMBOLS ON E001. �, LW LOW WATER 0 o LT LEFT P 6r', 11 ,,,----4-7,-;•,;.4. ' (12:i.,.:__ ._. '-1 6J5.� , e, ors.SLG ')F'G MAY 2013 I ___ MC.)NAME SHEET TITLE SMFET 3 OF 15 DWG 4 '��--I✓^�-ti..1 OREGON o o DURHAM AWWTP GENERAL �/9- osN TJA DWG Or 0003 THIS BAR IS ONE INCH TURBO BLOWER INSTALLATION on F 5/16/13G003 co P m -- CHK TJA PLVM caDrut=1091014_40_G003 WHEN DRAWING IS FULL Our a.mmitment is steer. PLC NA E< Ifs �J L co -- _ SCALE. Kennedy/Jenks Consultants ABBREVIATIONS APPD.PLVM 4.AtE NONE REV a DATE . CRN APPC TOSCHPP?,,EJ 2550 SW KtIsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97231 PRGJ n 6586 EWA STAMP >744.1ED 6�iTA7(3 NOTES: 1. CONTRACTORS FOR VARIOUS PROJECTS 2 PSG. SHALL CONFINE OPERATIONS TO THE STAGING AREAS AND WORK ZONES aINDICATED ON THESE PLANS AND SHALL COORDINATE WORK WITH OTHER to to CONTRACTORS ONSITE THROUGHOUT CONSTRUCTION.CONTRACTOR SHALL NOT BE ENTITLED TO DELAY DAMAGES OR vi - CLAIMS RELATED TO ONSITE COORDINATION WITH OTHER CONTRACTORS OR MAINSUBCONTRACTORS. –ENTRANCE " 2 CONTRACTOR IS RESPONSIBLE FOR ANY GATED ENTRANCE _ WORK REQUIRED TO PREPARE STAGING - AREA INCLUDING BUT NOT LIMITED TO FENCING,PAVEMENT MARKINGS,ETC 3 NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 PM,MONDAY-FRIDAY PRIMARY.• - • . - 4 CONTRACTOR SHALL BE RESPONSIBLE FOR EFFLUENT - SECURITY AND SAFETY OF STAGING AREA PUMPSTATION FREIGHT ELEVATOR • INCLUDING BUT NOT LIMITED TO FENCING _ i .- / 8000 LBS GLM LIMIT AND LIGHTING PER SECTION 01500. m _ 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ` RETURNING ALL DISTURBED AREASTO '- RV STATION PRIMARY ORIGINAL OR BETTER CONDITION N CLARIFIER E CHEMICAL AERATION BUILDING , SECONDARY 'S: UPON CONTRACTORS REQUEST,OWNER • ' RV ROAD - NO.4 BASIN ,'- CLARIFIER STORAGE WILL PROVIDE OFFICE SPACE FOR i Ni NQ.4 NO.4 BUILDING CONTRACTORS USE IN EXISTING LAB BUILDING. NO ON SITE JOB TRAILERS SHALL AERATIONRAS` BE ALLOWED. BASIN PUMPING „ Na 3 STATION-._-- O (7',, GATE IS FOR EXIT ONLY. _ `- cc . Z, ,s> APPROXIMATE LOCATION OF REST ROOM EXCESS FLOW' SECONDARY y HEADWORKS DIVERSION ,' ELECTRIC CLARIFIER • m: AVAILABLE ON LOWER LEVEL FOR BUILDING- - PRIMARY STRUCTURE' SUB NO.3 w CONTRACTORS USE CLARIFIER NO.3 STATION-- _ - Ifs i LARGE STAGING AREA TO BE SHARED WITH n. SURGE BASIN SURGE BASIN OTHER CONTRACTORS WORKING ON SITE. 9 NO.1 NO.2 ��ROAD"C" io, APPROXIMATE LOCATION OF AREA WITHIN PRIMARY BUILDING THAT WORK WILL BE PERFORMED CLARIFIER (LOWER LEVEL). NO. l > � '��T F f PRIMARYINFLUENTFLOW „...-•-' OQ0 . - AERATI NBASIN 0C.. !J LEGEND: SPLIT STRUCTURE—' q- NO 2 \ J do • %�\ ---WA APPROXIMATE WORK AREA LIMITS 7, PRIMARY \ SECONDARY CHEMICAL CLARIFIER \ "�. CLARIFIER CLARIFIER NO.1 �N .. NO.2 NO.3 •1/4- -' (tor - - -. _. - AERATION CHEMICAL . BASIN \�� \ CLARIFIER O /T - � ' SECONDARY BASIN a 2 FILTER CLARIFIER / Occ QcD OPO, BACKWASH . rn NO.1 �O „��7,gys Q . c, oti, - CHEMICAL ' UI - CLARIFIER - .,.N v NO.t O&M - C2 - o • DIGESTER OFFICES 0'Cc ��.,p Z:7, ,COMPLEX Np ` 67 0 DEWATERING "L- ° BUILDING '- ROOF ACCESS HATCH AVAILABLE FOR USE t' I TO RAISE/LOWER EQUIPMENT INTO TUNNEL 7 Eis) co J 7 - - 01 . O ! '_ r' O - _ • 0_ 100 200 gim-- 1".100' R1r a f Cl• DRN.SLG aim. MAY 2013 T ;^-- _.--- Paw NAn1E sr+=ErrrL=- SHEET'. 4 �` 15 owc+. _. ----- _ 0 EGON DS,-TJA DWG T- C101 THIS BAR IS ONE INCH _ _ _ _ �u_�7�� Q��___ TURBO BLOWER INSTALLATION CIVIL p�oF 5/16/13 ' j. _ ���, � mK TJA/PLVM CAD FILE s"1091014 40 C101 WHEN DRAWING IS FULL l�l�dll��d . .7G1Y11L� C1 01 N Oerummitmentitelea.. SITE PLAN AND -- -- SCALE — Kennedy/Jenks Consultantsa Pic NA "Li3c/ • APPD.PLUM SCALE NONE STAGING AREA PLAN 'n REPs DATE LIP" , AFw I DESCRIPTION 2550 SW HiEsboro Hwy. HiNsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 c'„= 6586 Paws. FN Ga STAMP SiM,eO.SIR,/ad NOTES: 1 SEE PIPING SCHEDULE ON SHEET G002. • 2\., SALVAGE(E)B-6004 AND VALVING. RETURN SALVAGED BLOWER TO OWNER. CONTRACTOR TO PLACE BLOWER ON PALLETTE,DELIVER,AND UNLOAD SALVAGED BLOWER TO ON SITE LOCATION COORDINATED BY OWNER. i a.) DEMO(E)CONCRETE EQUIPMENT PAD, SEE DETAIL 11M105 FOR ADDITIONAL INFORMATION ON DEMOLITION AND SURFACE PREPARATION. 4. NOT USED 5_% DEMO(E)18-INCH LPA AND ASSOCIATED :.: \, ,,,:›B VALVES,FITTINGS AND APPURTENANCES FROM(E)B-6004 TO(E)30"X18"TEE. N \ \ , ',, -6-',( DEMO(E)14"LPA,VALVES,FITTINGS AND (E)20 SURGE -------, \ ,•\ \ -(E)2"AIR(TYP OF 4) -' APPURTENANCES FROM(E)B-6004 TO (E)CONT0 SURGE CONTROL SHEET M104 IT (N)PIPING SHOWN ON 2 " CONNECTION WITH um 1. \ I' ,I , -- 1 — \ \ \ \, __ I i .1 r r' ,,1- a� Y - ` (E)14"RECARB AIR (E)8"PRIMARY II. -IIME ; ` . i �3� SLUDGE 8 / ��11111111111 1 4 l -t % t (E)8„WAS --- — � ( ` I ��J "A. (E)6"PLANT - ��+A �� %_ �i WATER 14` __ :.. �- (E)14"LPA(6-',, \L------ ).'--- \\ I _I '� _ _ l (E)18"LPA ��) •' 11 ���r / -� (E)8'WAS /r V )1 I T, \ '—_-- - ' I 4.----(E)6"PLANT Psf — - WATER L._ I G __ !– e .;—I---- ' I I !` '- \�' (E)30"LPA f q \ t —(E)20"RETURN e , !► a % ., I I 1 ACTIVATED SLUDGE =� \M102, I I /\�� ��, I CP-6003 `I J'1 — (E)CONDUIT& —' / C , I/ B CONDUIT TRAYii _o of v ,l DEMOLITION PLAN 0 0 3 6 0 O 1i4"=1-0" 5 0 03 OI 0 131 m r 0 0 <1.. 0 rn o_ 0 t16i -•-(7r: 0. ,-- --Co iF �ee��c"\%� 2 3 DRN SLG ons MAY 2013 eR NAME SHEETTRE SHEET 5 15 DWG : JP /' ei —_ DURHAM AWWTP MECHANICAL .0 OREGO, ,`/ MA TJA Dwc.a: M101 — TURBO BLOWER INSTALLATION if ogre 5116/13 ^_v 2 rn _ THIS BAR IS ONE FULL Cleanfix � " N CHK-TJA/PLVM 'CAD FILE x1091014 40_M101 WHEN DRAWING IS FULYYillGl Oar cammitmect is akar- PLC a: NA APPD.PLVM SCALE NONE SCALE. Kennedy/Jenks Consuitantsd E G 30 `C) REV 4 CATE ERN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 BLOWER DEMOLITION PLAN C'Ns 6586 PROJ A ENGR STAMP.304401 SJ/ &lZg!j NOTES: 1. SEE PIPING SCHEDULE ON SHEET G002. (2', SALVAGE(E)13-6004 AND VALVING. RETURN SALVAGED BLOWER TO OWNER. CONTRACTOR TO PLACE BLOWER ON PALLETTE,DELIVER,AND UNLOAD SALVAGED BLOWER TO ON SITE LOCATION COORDINATED BY OWNER. ;),, DEMO(E)CONCRETE EQUIPMENT PAD, SEE DETAIL 1/M105 FOR ADDITIONAL INFORMATION ON DEMOLITION AND SURFACE PREPARATION. (4s) DEMO(E)UNISTRUT SUPPORT AND RELOCATE AS REQUIRED FOR INSTALLATION OF(N)BLOWER. (5'' DEMO(E)18-INCH LPA AND ASSOCIATED VALVES,FITTINGS AND APPURTENANCES FROM(E)B-6004 TO(E)30"x18"TEE. ,) DEMO(E)14"LPA,VALVES,FITTINGS AND APPURTENANCES FROM(E)B-6004 TO \ CONNECTION WITH(N)PIPING SHOWN ON SHEET M104. i (i' DEMO(E)INLET FILTER SILENCER,HOOD TO ' REMAIN IN PLACE. ---(E)INLET FILTER 7- , SILENCER HOOD ' TO REMAIN /V / = /.--(E)INLET FILTER SILENCER HOOD TO REMAIN .1.--B % ---(E)INLET —'/ ; . — / \M102 FILTER -' (E)INLET FILTER SILENCER 'i SILENCER 7� , / . k P\ /'�.,- �� \ \f (E)14"LPA 1 Eil\ rr I -Am i,.--- (E)14"LPA 1 X - 1 i 7(E)14"RECARB AIR 1� (I i �;---(E)30"LPAr-----3j I i Mar �Y I I r1 r� ■ ��c, ( (E)18'LPA - 1 1 :A ��� y. L I \ �i \,, ;/_ .It„_,_,4-1_ J I\4.„).") ':, (E)30"- (E)4"SCUM } ' - I __. st (E)18"LPA (E)20"SURGE LPA _1_ R`- E 30"LPA �" 1 (E)20"SURGE j (E)8"PRIMARY ( ) T-'I _ I 11 11114 `► $ I r CONTROL ' (E)6"PLAT (E)ELECTRICAL LE CONTROL SLUDGE \ \ 1 �"f►i�� ( , \.I WATER TO BE REUSED)CAB (E)20"SURGE CONTROL TIN — — 'ij� { �{ ��` AZA I(= 1L ',I' 0 1A11111111111111 (E)14"RECARB AIR___I -_ %-• II _ ��` i-a►. ■ I � �� ---- ,-,1,.. .•, �� 5 a7 �' �R -`- ; M \EV N -a- (E)8 WAS /, Nr I \ "d E 2"AIR \ `\ t r % ( ) a � }k% Y j. , ...--1-----Q- -� J -r �� \\`‘,‘01 \\\' ,..--<'2) (TYP OF 4) ; \ ,„,-‘22` y \\ g I 86001 8.8002 i B-6W3 I _�i 8-6004 �� `�B OG `� • of �, B 0 .2 m d 1- E'EI m L DEMOLITION SECTION Q o DEMOLITION SECTION ('B 0 0 M1022 D \M102 V �—'1i4=1-0' ti4=1-0" . co O _ O 5 �F, 'IT f N i'i'%G1hE `moi m o N.SLG OF1C MAY 2013 PIRG)NAME SHEET TITLE _--Ei\-4.--,\' V DATE. — 111.11111.111.111111 -_-__,,, SHEET'. 6 Of 15 DWG d.- ✓" . �� DURHAM AWWTP MECHANICAL RFGO� / o DSN.TJA DURHAM M102 1 a a,,, •47','' V THIS BAR IS ONE INCHClean r � TURBO BLOWER INSTALLATION °� 5116/13 ' r\ j " N an<TJA/PLVM CAD rI E*1091014_40_M102 WHEN DRAWING IS FULL I BLOWER DEMOLITION M 102 Ons commitment is Glen- PLC a: NA - (t�3!ZOIQ----1 SCALE — KennedyiJenks Consultantsl, ExpiREa m APPD PLVM IsO.LE:NONE SECTIONScws 1 REV 4 DATE DRN ,"PPD DESCRIPTION 2550 SW Hillsboro Hwy. Helsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRa n 6586 ENCZ STAMPf�ya:p•5'�Qr f a9t3 NOTES: . PROVIDED BY OWNER,INSTALLED BY CONTRACTOR. INSTALL PER MANUFACTURERS INSTRUCTIONS (j ROTATE(E)PIPE SPOOL BETWEEN FLANGES 22.50 DEGREES FOR CONNECTION TO THE X NEW LPA PIPING.SEE SECTION D ON SHEET M104 FOR ORIENTATION. SEE SPECIFICATION \, SECTION 01014 FOR ADDITIONAL DETAILS REGARDING SHUT DOWN REQUIREMENTS AND ALLOWABLE SHUTDOWN DURATION. \ ® BLOWER INLET:CONNECT TO(E)14"LPA AT 411. CEILING OF TUNNEL WITH 20"x14"REDUCER. SEE SECTIONS ON SHEET M104 FOR ADDITIONAL DETAILS. BLOWER BLOW OFF EXHAUST:CONNECT TO \\ • U �'4' (E)14"LPA AT CEILING OF TUNNEL WITH \ \ M704 14"x8"REDUCER.SEE SECTIONS ON SHEET -11 M104 FOR ADDITIONAL DETAILS. (5 INSTALL OWNER SUPPLIED PASSIVE `\ _ J _ _ HARMONIC FILTER,COORDINATE FINAL LOCATION WITH OWNER AND BLOWER MANUFACTURER TO ENSURE MAINTENANCE (� \ l-110C11 •' - i I ACCESS FOR THE BLOWER IS NOT IMPAIRED ( — \ — -4 —.., _--_= — -_— -- — BY LOCATION OF PASSIVE HARMONIC FILTER. \ — I I I I —(N)BLOWER<,? SEE SECTIONS ON SHEET M104 FOR l ? �; I — , ) 1 �� ADDITIONAL DETAILS_ 1 �� V ;7 \-- .E.,. _ —(N)HARMONIC ' 6. SEE SHEET G002 FOR ADDITIONAL PIPING I _ /\ti I I- K (N)20"LPA—�\ �V 7 FILTER NOTES AND PIPING SCHEDULE. — I (!' 1 l I e' 7. EXISTING ELECTRICAL CONDUCTORS TO BE REUSED,SEE ELECTRICAL SHEETS FOR ' �%i • I s 1 v �— I ADDITIONAL INFORMATION- 4-T* \ ��� CS- CONTRACTOR INSTALLED PASSIVE =1= ` 1 �� \� HARMONIC FILTER EQUIPMENT PAD,SEE I M� / ` —(N)8"LPA a DETAIL 2/M105 FOR ADDITIONAL — \ — _ INFORMATION eine, _ — — I — — r� tAl� ,.., 1 .;,r,, �{ � ,— – - — ____= e\.,�—(N)16"LPA — —� 1 _ _ , mow_ 1 — = T (n� --- _ — — — — - - _ ,2, r , / / 1 ( _, (E)30"LPA— J (E)CONDUIT&— ; i CONDUIT TRAY <1.:,//: _o 0 v ,l PLAN 0 3 6 0 I 1!4"=1'.0" m` 3 a COI F- EL s<e 00 v v 0 rn 0 00 Li v DR.N:SLG/TJA DATE MAY 2013 PRQ NAME. SHEET TITLE 3 EFT 7 OF 15 D4iGtl v, �� I DURHAM AWWTP MECHANICAL 6REcov M103 - ---- ServicesTURBO BLOWER INSTALLATION D ATE: 5r16 3 M 103 r. ° j/ �wG� THIS BAR IS ONE INCH r tr n o cr,K:TJAIPLVM CAD FILE 4'1091014 40 M103 WHEN DRAWING IS FULL ------ -- = SCALE_ ate=commitment BLOWER INSTALLATION PLCf: NA + r APPD-PLVM SCALP. NONE _ Kennedy/Jenks Consultants PLAN __— EXPIRE 6/30/MLI '�' REI, DATE DRN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLitNO OR 97201 PROD y. 6586 - ENGR STAMP.ff.(.A16O 0/i&/2013 " NOTES: 1 PROVIDED BY OWNER,INSTALLED BY - CONTRACTOR. INSTALL PER MANUFACTURERS INSTRUCTIONS 2 ROTATE(E)PIPE SPOOL BETWEEN FLANGES 22.50 DEGREES IN THE CLOCKWISE DIRECTION FOR CONNECTION TO THE NEW LPA PIPING. SEE SPECIFICATION SECTION 01014 FOR ADDITIONAL DETAILS REGARDING SHUT DOWN REQUIREMENTS AND ALLOWABLE SHUTDOWN DURATION. 3 CONNECT TO(E)14"LPA AT CEILING OF -- TUNNEL WITH 20"x14"REDUCER. SEE SECTIONS ON SHEET M104 FOR ADDITIONAL DETAILS. ,1 BLOWER BLOW OFF EXHAUST:CONNECT TO — (E)14"LPA AT CEILING OF TUNNEL WITH 14"x8"REDUCER.SEE SECTIONS ON SHEET M104 FOR ADDITIONAL DETAILS. 5 INSTALL OWNER SUPPLIED PASSIVE - HARMONIC FILTER,COORDINATE FINAL LOCATION WITH OWNER AND BLOWER (E)HOOD WITH (E)HOOD WITH MANUFACTURER TO ENSURE MAINTENANCE FILTERS/SILENCER 11 -- FILTERS/SILENCER \ ACCESS FOR THE BLOWER IS NOT IMPAIRED REMOVED REMOVED \ BY LOCATION OF PASSIVE HARMONIC (E)14"LPA -IL FILTER. SEE SECTIONS ON SHEET M104 FOR ADDITIONAL DETAILS. CONNECT TO 2 6. SEE SHEET G002 FOR ADDITIONAL PIPING \ (E)14"LPA — NOTES AND PIPING SCHEDULE. 7 EXISTING ELECTRICAL CONDUCTORS TO BE -- - - (E)30"LPA 3, REUSED,SEE ELECTRICAL SHEETS FOR .0. (N)18" ADDITIONAL INFORMATION. "x16"RED 22I .5°EL -- (N)20"LPA ' (N)1((N)16"BFV \il Ai\ - e ' CONTRACTOR INSTALLED PASSIVE `� • 4 (E BFV-6020 - HARMONIC FILTER EQUIPMENT PAD,SEE 1 1 (BEYOND) DETAIL 2/M105 FOR ADDITIONAL (N)16"LPA -� N )4"SCUM— IIIF 4 INFORMATION (E)8"PRIMARY-- �, 2A E 30"LPA ••� 10 (E)18"LPA (E)20"SURGE SLUDGE \ —19` ( ) (N)16"— "-�� CONTROL .� 9 RELOCATED UNISTRUT PIPING SUPPORT, SILENCER 1) �� . —(N)16"45°EL (E)CABLE - MODIFIED AS REQUIRED.FINAL LOCATION TO " - — - '', -G,' ,, 41, (TO BE REUSED) BE DETERMINED IN THE FIELD I 10-- ( PA (N)20"LPA - — N 8"- ;10: NEW HANGER STYLE PIPING SUPPORT TO I MATCH EXISTING IN VICINITY. FINAL I , - �_ LOCATION TO BE DETERMINED IN THE FIELD. -- - - (N)8"LPA -_ 1 - PROVIDE FOLLOWING NUMBER OF .. .- 1 Illlnlll_�F__ 10,, �_ `� — (N)8"LPA SUPPORTS' HE _ lint/ �I11111�� — , ,_'1� ,,,, �� -=-24--7-i-40, 16"SILENCER ,1; (N)8"EXPANSION JOINT 1 I�i (N) �, (N)20"LPA-1 1 - ��-(N)8"SILENCER(1 j (N)16"CHECK VALVE 1 (N)16"LPA-1 a s� (N) ❑ I (N)16"EXPANSION JOINT 1ll N 8' LPA-2 ® I il) REMOVE BLIND FLANGE AND INSTALL 14"x8" I I (N)BLOWER 1` REDUCER WITH 8"GOOSENECK AND SS BIRD 8-6001 8E002 B-6003 1a 5; — ❑ B-6004 SCREEN °' I cnv Tr I 1 —(N)BLOWER 10 V �l B-6004 0 Cl 0 .1".-Ti 3 0 co SECTION ; C�'�, SECTION 1 D o 3 6 -103 0,�- 3 � M103 E co -E 0 1 Nr Nr 0 0 0 E I is 3 U 0_ ORIG Q DATE THIS BAR IS ONE INCH PROJ NAME'. SHEET TITLE. DR-SLG - 2013 __ ---. — ---------- — DURHAM AWWTP MECHANICAL SHEET g OF Duuc><. _ 15 TURBO BLOWER INSTALLATION o°E, an _ SCALE. _-- __ __- ---- 'n DS. /13 C1eanWater Services M1 04 0 cHx:TJA/PLVM cnDFILEnx.1091014_40_M104 _ Our commitment is clear. BLOWER INSTALLATION PLc«: NA WHEN DRAWING IS FULL ry -• -_ —_M- - —_- -_-_- -_._ ---- - 8/7/2013 TJA PLVM CONFORMED DRAWING PER ADDENDUM NO 1 Kennedy/Jenks COf1SUlt2f1tS^s ---- - IC APPS PLVM SCALE NONE - -- D - SECTIONS — _ REV it DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PROJ s. 6586 EIvcR STAMP • REINFORCING STEEL 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. -(E)BLOWER BASE(PRESERVE). 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. BLOWER NOT SHOWN. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS,SHALL BE IN % DEMO(E)CONCRETE EQUIPMENT ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. PAD,ANCHORS AND REINFORCING. 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THELATEST CRSI / , MANUAL,UNLESS OTHERWISE SHOWN.WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER,SPLICE LENGTH FOR THE SMALLER BAR "p, ,, CAN BE USED.DOWELS SHALL HAVE THE SAME SIZE AND SPACING G:a frommilimmemprim AS THAT OF THE REINFORCING STEEL THEY ARE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE.BAR SPLICES !/a SHALL BE STAGGERED j / j �� REMOVE CONCRETE TO 1/4"(MIN),1" 5. HOOK REINFORCING BARS INTERRUPTED BY OPENINGS- REPLACE a � / j/ (MAX)BELOW T/(E)SURFACE- SAWCUT AREA OF INTERRUPTED REINFORCING ON ALL SIDES OF OPENING I '/ / AT PERIMETER EDGES W/O OVERSAW WITH STANDARD DEVELOPMENT LENGTH. / Q CORNERS- BURN BACK VERTICAL 6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED. I T/(E)CONC SLAB ,% // - 'l /, / %/ �4 / DOWELS A MINIMUM OF 1"BELOW T/(E) UNLESS APPROVAL IN WRITING IS OBTAINED FROM THE ENGINEER I I ,� - SURFACE. PRIOR TO CONSTRUCTION. DIMENSIONS TO REINFORCING ARE TO AERZEN TURBO _ BAR CENTERLINES,UNLESS NOTED OTHERWISE BAR COVER IS BLOWER(LEFT 1!4"(MIN) (E)REAR DOWELS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE VIEW) SURFACE.UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR 1"(MAX) REINFORCING STEEL SHALL NOT BE LESS THAN 1-INCH. H j \-PREPARE SUBSTRATE IN ACCORDANCE WI MFR'S RECOMMENDATIONS. RESURFACE CONCRETE 1 FLUSH W/T/(E)SURFACE W/SIKATOP 122, OR EQUAL. FINISH TO MATCH(E). 1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AS MEASURED IN ACCORDANCE WITH ASTM C39. PREPARE FOUR 6"0 CYLINDERS IN ACCORDANCE WITH ASTM C192. TEST TWO AT 7 DAYS AND TWO AT 28 DAYS. /� SEISMIC CLAMP WI (E)BLOWER BASE DEMO DETAIL 1 ` 2. CONCRETE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ANCHORAGE,ORIENTM105/ 2.1. CEMENTITIOUS MATERIALS SLOTS TOWARD ' 2.1.1. MINIMUM CONTENT: 570 LBS/CU YD EQUIPMENT CENTER, 2.1.2. PORTLAND CEMENT: ASTM C150,TYPE II LOW ALKALI SEE SECTION VIEW --SEISMIC CLAMP 2.1.3. FLYASH: ASTM C618,CLASS F,NOT TO EXCEED 20%OF TOTAL BELOW(TYP 4) -- (E)CONC SLAB CEMENTITIOUS MATERIALS BY WEIGHT \ 2.2. AGGREGATE 2-I _IIMMI MIL 2.2.1. COARSE: CONFORM TO ASTM C33,1-INCH MAX AGGREGATE 3/8"0 316 STAINLESS STEEL 2.2.2. FINE: CONFORM TO TABLE 1 OF ASTM C33 SEISMIC CLAMP ---/ SEISMIC CLAMP RODS W/HILT!HIT-RE 2.2.3. COMBINED GRADATION: 500-SD EPDXY,MIN 8" EMBED,SEE NOTE 5 --- 6"(MIN) COMBINED AGGREGATE GRADATION(%PASSING SIEVE) NOTE: HARMONIC FILTER BASE ._,\ .\ 12" FOR INSTALLATION DETAILS SEE TURBO BLOWER \ 3!4"CHAMFER VERTICAL EDGES 1-112" 11 314" 318" No.4 No.8 No. No. Na No. No. I ANCHORAGE DESIGN BY ROBERTS ENGINEERING PLLC #3@12"EW 16 50 100 2w I DATED APRIL 17,2013. 100 9o-i00 55-100 45-75 35-60 27-45 20-35 12-25 3-15 0-5 0-2 i \N. / (TYP) � BLOWER ADJUSTABLE ROUGH CJ • 3/4"0 316 STAINLESS \_ " A "v� 2.3. MAXIMUM WATER/CEMENT RATIO: 0.50 STEEL RODS Wi HILTI / FOOT IN CLAMP SLOT I 2.4. AIR CONTENT: 4-1/2%+1-1%IN ACCORDANCE WITH ASM C231 HIT-RE 500-SD EPDXY, 3/4"THICK STEEL BAR 2.5. 3 TO 4 INCHES IN ACCORDANCE W/ASTM C143 �` MIN 6"EMBED.1 EA % SEISMIC CLAMP (E)CONC SLAB 2.6- ADMIXTURES END OF CLAMP . . 2.6.1. AIR REDUCING: ASTM C260 \\ /- .11) 7 EEl CONC SLAB 2.6.2. WATER REDUCING: ASTM C494,TYPE A -_/i \ / #5 ADHESIVE ANCHOR DOWEL(d)12"CC 3. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10,318-08,AND ACI 347. ON EXISTING CONCRETE SLAB 4. CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 NOTES: S DEGREES F. SECTION©ANCHORAGE 1. PLACE HARMONIC FILTER ON CONCRETE BASES. vi a 5. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4-INCH.INTERIOR FLOOR SLABS AND EXTERIOR 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER 1Y2'THICK(MIN). EI SIDEWALKS SHALL HAVE TOOLED 3/8-INCH RADIUS CONSTRUCTION 3. CONTRACTOR SHALL LOCATE AND AVOID DRILLING THRU EXISTING REINFORCING STEEL. JOINT. 4. EQUIPMENT PAD TO HAVE MINIMUM DIMENSIONS 24"x30"(LxW).CONTRACTOR TO CONFIRM PAD vl DIMENSIONS AND FINAL LOCATION WITH OWNER PRIOR TO CONSTRUCTION OF EQUIPMENT PAD. v 6. PROVIDE SF-2.0 FINISH AT FORMED SURFACES IN ACCORDANCE WITH o ACI 301. 5. ANCHORAGE DESIGN BY ROBERTS ENGINEERING PLLC IN PACKAGE DATED APRIL 23,2013. 0 7_ PROVIDE FLOAT FINISH AT HORIZONTAL SURFACES IN ACCORDANCE ki WITH ACI 301. TURBO BLOWER ANCHORAGE DETAIL f'3 , HARMONIC FILTER EQUIPMENT PAD DETAIL (�2--`, S NOT TO SCALE `,M105�i NOT TO SCALE ``�MI05/ mt •,-= 0 IE FI co L J CI t. +1- r‘5 O .---. d H �oaic r �'���4•' ? ly�� ORM SLG CWT MAY 2013 _____ PROJ SAME: SHEET TITLE. SHEET: 9 OF. 15 CMG< I o DURHAM AWWTP MECHANICAL a / a GEN.TJA ,.owo;. M105 _11.11.1.1.11111 --- - /�(����I� TURBO BLOWER INSTALLATION r TE. 5/16/13 \^ �z°'t- /,,;./ ,, THIS BAR IS ONE INCH ViCd11YYeilCf �+ - O OAK TJA/PLVM CAD FILE.1091014_40 M105 WHEN DRAWING IS FULL Ml05 \` n . __._- SCALE- --._ _ ____- Oar�ammitatent 6 clear. ctic _ NA SOALE: Kennedy/Jenks Consultantso 1 EXPIRES au Za APPo.PLVM NONE DETAILS on. W L-1:1REv 4 DATE DRN APPLYuEscRIPTtON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRUJ a 6586 ENGR STAMP oils/, ,- ONE-LINE DIAGRAM SYM. CONTROL SCHEMATIC SYM. CONTROL SCHEMATIC SYM. CONT. ELECTRICAL PLAN SYM. LIGHTING PLAN SYM. __,, I LIGHTNING ARRESTOR I TIME DELAY RELAY,TRX, GROUND T_X----"!!!' ON-OFF SWITCH X kLUMINAIRE(HID OR INC) O• TIMING RANGE AS NOTED _ ''!---!!‘lT"AE TDAE=TIME DELAY PICK UP _ ._�Tf Y, ELECTRICAL CONNECTION EXIT SIGN,SHADED AREAS CURRENT TRANSFORMER ---o- 0-C!-0 H. INDICATE FACE(S) `� FLOAT SWITCH,CLOSE ON AFTER ENERGIZATION X=NO.OF PHASES �"'- `E:: J RISING LEVEL TOAD=TIME DELAY DROP OUT 1 i AFTER DE-ENERGIZATION ---IICONDUIT SEAL I'M FLUORESCENT LIGHT FIXTURE y POTENTIAL/VOLTAGE TRANSFORMER ---r- FLOAT SWITCH.CLOSE ON T7 X=NO.OF PHASES -1-.. FALLING LEVEL -.o--- TIME DELAY RELAY CONTACT, • CONDUITTURNEDDOWN r` NORMALLY OPEN,CLOSE AFTER TIME DELAY ON ENERGIZATION 9 CONDUIT TURNED UP SELF CONTAINED -- H, DRAW OUT OR STAB-IN CONNECTION 0--. PRESSURE SWITCH;CLOSE ON Pr y EMERGENCY LIGHT JINCREASING PRESSURE - HOME RUN EXPOSED � TF X TIME DELAY RELAY CONTACT, LOW VOLTAGE CIRCUIT BREAKER _r_5HOME RUN CONCEALED __0 ,)_ �_ PRESSURE SWITCH,CLOSE ON ~ NORMALLY CLOSED,OPEN AFTER _-� "�" EMERGENCY LIGHT 20/'3,/50 TRIP AMPERAGE/POLES/FRAME SIZE DECREASING PRESSURE .' . TIME DELAY ON ENERGIZATION EXPOSED WIRING RUN.3/41C,2#12 '� REMOTE MOUNTED HEAD S{ Wi#12'G'.UNLESS OTHERWISE FUSED SWITCH, TIME DELAY RELAY CONTACT. ,'' _ LIMIT SWITCH,CLOSE WHEN T R.- NOTED ,`^! FUSE RATING/POLES/SWITCH RATING --�- - NORMALLY OPEN,CLOSE ON �.'!! POLE MOUNTED LUMINAIRE F, POSITION REACHED //._.` 3�,/.f NF=NON FUSED ���'J- ENERGIZATION,OPEN AFTER E UNDERGROUND ELECTRICAL DUCT BANK - 7 ---0---,...-f_5-- TIME DELAY ON DE-ENERGIZATION CONCRETE-ENCASED UNLESS OTHERWISE NOTED) LIMIT SWITCH,OPEN WHEN i-�\ LOW VOLTAGE DRAW OUT POSITION REACHED ( 11/ SWITCH !!"--7.> CIRCUIT BREAKERr 1.x TIME DELAY RELAY CONTACT, ----_- GROUND GRID OR CABLE MEDIUM VOLTAGE DRAW OUTTEMPERATURE SWITCH,CLOSE -�._ NORMALLY CLOSED,OPEN ON .� BREAKER r `/� ON RISING TEMI/PERATURE ~- ENERGIZATION.CLOSE AFTER ' GROUND ROD U I EMERGENCY LIGHT,2 H TIME DELAY ON DE-ENERGIZATION IL_____r_J' TRANSFORMER TH PRIMARY I:'. j __ EXISTING XIDUTIN UNDERGROUND ELECTRICALATTACHED HEADS SHOWN PY VOLTAGE,SECONDARY VOLTAGE, �-,- o TEMPERATURE SWITCH,OPEN ! a E - FIXTURE TYPE,SEE LUMINAIRE SUBSCRIPTS: 480eHl,- " �4_r. AND KVA RATING SHOWN ON RISING TEMPERATURE _,.�.. � HORN UNDERGROUND TELEPHONE CONDUIT TEL- (CONCRETE ENCASED UNLESS X- FIXTURE SCHEDULE h', Y= CIRCUIT NUMBER FROM PANELBOARD _ _ OTHERWISE NOTED) H TRANSFER SWITCH FLOW SWITCH,CLOSE ON Z= CONTROLLING SWITCH P- ATS r -OH OVERHEAD ELECTRICAL � INCREASING FLOW H H RUNNING TIME METER;MAY BE _ MTS=MANUAL TAGGED RTM,ETM OR KC t J I SWITCH SUBSCRIPTS: ANTENNA NONE= SINGLE-POLE SWITCH -�_ FLOW SWITCH,OPEN ON III y BATTERY s-2r-1 MAGNETIC STARTER �'^ ( 3= THREE-WAY SWITCH r \I.J IN/THERMAL OVERLOADS b INCREASING FLOW 4= FOUR-WAY SWITCH --• TRANSFORMER�I TRANSFORMER 1 GE 1 GENERATOR.X=RATING TOGGLE SWITCH MOTOR, �1 M= MANUAL MOTOR STARTER.WITH THERMAL a.�t: tY'-� (3 PHASE MOTOR SHOWN) I ELEMENT FOR SMALL HORSEPOWER `.,�/ (OPEN&CLOSED) MOTOR POWER OR LIGHTING PE= PHOTOELECTRIC CONTACTOR COIL, MOTOR ��\ CONTROL POWER TRANSFORMER, PANEL BOARD WP= WEATHERPROOF SWITCH a ,,, Y XX' CONTROL RELAY COIL. IV B I 'IAO 1.'\`�/ MOTOR STARTER COIL.OR Err ;23/240v PRIMARY AND SECONDARY XP= EXPLOSIONPROOF SWITCH ---- INSTRUMENT SWITCH SOLENOID VALVE COIL 1 ,- VOLTAGES AS NOTED,SIZE AS i- CONTROL PANEL SUPPLIED MATH REQUIRED UNLESS NOTED OTHER EQUIPMENT A. SUBSCRIPT: CONTACTS,CONTACTOR, RECEPTACLE SYM. AS= AMMETER SWITCH H H --�',-r CONTROL RELAY OR --- DISCONNECT OR SAFETY SWITCH, IT ---- -- VS= VOLTMETER SWITMOTOR STARTER.CONTACTS,CH �( r„�,-�--,_ I NON-FUSED UNLESS OTHERWISE INDICATED � // 1 - 20A I-N DUPLEX TELEPHONE JACK(UNLESS OTHERWISE /\��) NORMALLY OPEN& I BROAD BAND FILTER FUSE,3 POLE,30 AMP SHOWN ON DRAWINGS) SWITCHBOARD INSTRUMENT \ 1 TYPE AS INDICATED NORMALLY CLOSED I-, SWITCH INDICATED OL I } tet•( FOR HARMONIC MRlGAT)Ot4 -.11 ' . ` TELEPHONE JACK(UNLESS OTHERWISE ,Y__ THERMAL OVERLOAD RELAY } I I SHOWN ON DRAWINGS) • A/fst METERING '` I XXI JUNCTION PULLBOX AUXILIARY CONTACT TYPE AS INDICATED TB=TERMINAL BOX _ 125V,20A DUPLEX RECEPTACLE. X SPECIAL PURPOSE RECEPTACLE J`.i___ THERMAL OVERLOAD ELEMENT �^r-,-,ti POWER REACTOR �_+% T! THERMOSTAT '.:> NON-MOTOR LOAD WITH X=NO.OF PHASES (AS DEFINED ON DRAWINGS) KG KW OR AMPERES RATING /XX--`<) CONDUIT TAG OR CIRCUIT NUMBER ® PLUG-IN RECEPTACLE STRIP �-( PUSH TO TEST INDICATING LIGHT AUXILIARY CR CONTROL DEVICE _ X ) X INDICATES LENS COLOR rn �`- -- - METAL OXIDE VARISTER HEAVY DUTY RECEPTACLE 3 ` (CONTROL STATION SHOWN). � '°-- < I AUXILIARY CR CONTROL DEVICE a LENS COLORS: p R-RED Y-YELLOW I (CONTROL STATION SHOWN). `may' 0 ; HEAVY DUTY DUPLEX WI HF VARIABLE FREQUENCY DRIVE G-GREEN W-WHITE \< . _ • FUSE.FUSEBLOCK AND J o ' BLOWN FUSE INDICATOR SV SSOLENOID VALVE srB-BLUE A-AMBER ' L DISCONNECT OR SAFETY SWITCH, _,/r›.�r �_� RECEPTACLE SUBSCRIPTS, \ \• GEC!= GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE o NON-FUSED UNLESS OTHERWISE ;XX INSTRUMENTATION rn INDICATED SINGLE CIRCUIT PUSHBUTTONS, '�-' WP= WEATHERPROOF RECEPTACLE o NORMALLY OPEN&NORMALLY I„ XP= EXPLOSIONPROOF RECEPTACLE CLOSED SEAL-OFF FS -FLOW SWITCH Tri::) I CONTROL PANEL SUPPLIED H -HEATER '-� MOTHER EQUIPMENT �J' IL -INDICATION LIGHT03 GENERAL NOTES ( _." SELECTOR SWITCH LE.LS -LEVEL SWITCH �,� SEPERATLY MOUNTED COMLER,SEE ELECTRICAL MOTOR (�1 .X�- (3-WAY SHOWN) H I PB -PUSHBUTTON STATION I.=,� STARTER OR CONTROLLER,SEE �' i HEATING ELEMENT 1 I ONE UNE DIAGRAM OR SCHEDULE FOR PE -PNEUMATIC ELECTRIC STATION - E DESCRIPTION j pS -PRESSURE SWITCH 1. THIS ISA STANDARD ELECTRICAL SYMBOLS SHEET. t ..� SC -SPEED CONTROL DEVICE ILLUSTRATION OF SYMBOL DOES NOT IMPLY ALL i c -0 FIELD WIRING EXTERNAL TO CONTROL PANEL PLC INPLT PROGRAMMABLE CONTROLLER -'r`•��+ SI -SPEED INDICATOR Cl, I Ii l SYMBOLS HAVE BEEN USED ON THIS PROJECT_ 0 0---T INPUT("AUTO'STATUS �'-�-�-` SS -SPEED SWITCH OFF ,gLrT,7 XXX 2. EMPTY CONDUITS SHALL BE PROVIDED WITH PULL ROPE AND BE HAND A.:T INDICATED) - SL -SEAL LEAK } - SELECTOR SWITCH L_ - - - i +'VTh'l CAPPED OR PLUGGED,TO PREVENT WATER ENTRY. o �, '�O ,�12Cv ACI HS,SW-SELECTOR SWITCH TE -TEMPERATURE ELEMENT 3. LIGHTING&RECEPTACLE CIRCUIT CONDUITS&CONDUCTORS ARE orL )1_ITG��? TG -TACHOMETER GENERATOR NOT SHOWN ON DRAWINGS.CONTRACTOR TO PROVIDE AND INSTALL !�� PROGRAMMABLE CONTROLLER LIGHTING S RECEPTACLE CONDUITS AND CONDUCTORS REQUIRED _ MOTOR CONTROLLER TERMINAL -{---'®-II .--I- OUTPUT("RUN'COMMAND (") TS -TEMPERATURE SWITCH F^ o I ,�_�,P+ • INDICATED) INTERNAL CONNECTION XS,ZS -LIMIT SWITCH TO OPERATE CIRCUITS. PRO�- cS L_ _ _ _, i XT -POSITION TRANSMITTER 3 fS d �. FIELD DEVICE TERMINAL ���' r,-,,o'',--Ds' 375PER S/'F 1 < ,� v eRN.TJA T_MAY 2013 PRO:N�ME DURHAM AWWTP-_ SHEET TITLE ELECTRICAL ° i 01-a oN oc D"-3SHEEP. 10 OF 15 DWC.k W1 1.11.111111111.1 F- OEN:PAR DWG4: E001 — P°T 5176/13 oTFNBER ? - THIS BAR IS ONE INCH ____ _-_- -- _ CleanWairr TURBO BLOWER INSTALLATION D^� E001 4�A.REAR6o • cwc PAR �cPUEe.1091014_40_E001 WHEN DRAWING IS FULL ; SYMBOLS,ABBREVIATIONS cn SCALE. .. -- "__- - Qm commitment 6 doss. PLC k: NA • APPD,PAR :ASE: NONE _ Kenne y/Jenks.SUITE 50 Consu. DR AND NOTESl:r aA(0N DATE:1z43tjU4. RE!a DATE I DRN APED DESCRIPTION 2550 SW Hiitsboro Hwy_ Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 57201 CWS 6586 PRN b: ENGR STAMP: NOTES: 1. GROUND HARMONIC FILTER PER VENDOR REQUIREMENTS. 2. GROUND BLOWER ENCLOSURE PER VENDOR REQUIREMENTS. (3 OWNER SUPPLIED HARMONIC FILTER BY BLOWER VENDOR. �4' OWNER SUPPLIED BLOWER ENCLOSURE. 5. PROVIDE 1.5-INCH CONDUIT FROM(E) CONTROL CABLE TRAY TO BLOWER ENCLOSURE. USE(E)CONTROL CABLES. 6. PROVIDE 1-INCH CONDUIT FROM(E)SIGNAL CABLE TRAY TO BLOWER ENCLOSURE. USE (E)SIGNAL CABLES. 7 CONTRACTOR TO TERMINATE CONTROL AND SIGNAL WIRES IN BLOWER ENCLOSURE,SEE SHEET 1102. 8. OWNER TO TERMINATE(E)CONTROL AND SIGNAL WIRES IN CP 5020. \ `(N)3/C-750 KCMIL TYPE MC (N)BLOWER I 6-6004 44)4„.i,2 •J J J n Q, A -11 W{ MCTF (E)CONDUIT& (E)3/C 750 KCMIL --- I CONDUIT TRAY TYPE MC 3 _ MCTB MCTA MCTD MCTC MCTE v 0 3 0 n H- EI m 0 �I BLOWER BUILDING POWER PLAN 5 10 o_ o_ m Fc DEN.TJA/PAR IORIG MAY 2013 - PEW NAME. SHEET TITLE SHEET. 12 OF: 15 DWG#: DATE; DURHAM AWWTP ELECTRICAL PLOT 8/7/13 DSM:PAR DWG x-. Etot — - -- --- -- --- TURBO BLOWER INSTALLATION DATE. INCH C1eanwate\ Services E 101 CHK:PAR CAD FILE#.1091014 40 E1ot WHEN DRAWING THIS BAR IS EIS FULL BLOWER BUILDING r o _ - - Our commitment is clear. PLC x NA N SCALE. - ADDENDUM ._. - "�-- 1 6!6/2013 TJA PLVM CONFORMED DRAWING PER ADDENO 1 Kennedy/Jenks Consultants© APPD.PAR .SCALE: NONE POWER PLAN cws °p REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PROD 6586 ENGR STAMP r INSTRUMENT SYMBOL IDENTIFIERS -1j FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT - J-3,. -.J-4.J-5 J-1: IDENTIFICATION LETTERS(SEE TABLE BELOW) J-4: FUNCTION BLOCK(SEE TABLE BELOW) i FLANGE III—;, ORIFICE PLATE > GATE VALVE II J-2: LOOP NUMBER J-5: PANEL NUMBER I J-s J-3: VENDOR DESIGNATOR(NOTE 3} J-6: HANDSWITCH DESIGNATOR(SEE BELOW) SINGLE PORT PITOT TUBE GLOBE VALVE I---� ► OR PITOT-VENTURI TUBE !/�I II UNION MIXER - - - N1 PLUG VALVE Y STRAINER • l FIRST LETTER SUCCEEDING LETTERS _--- —- ►- VENTURI TUBE 1 V CHECK VALVE IEI FLOW STRAIGHTENING VANE MODIFIER J ©-a►- AVERAGING PITOT TUBE I MEASURED OR READOUT OR PASSIVE DIAPHRAGM VALVE INITIATING VARIABLE MODIFIER FUNCTION FUNCTION (� TEE VERTICAL OUTPUT ISI PINCH VALVE - TURBINE A ANALYSIS ALARM WELDED CAP L ' PUMP ►- FLUME SCREWED CA B BURNER,COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE • 1---61 DENSITY DIFFERENTIAL DAMPER CONTROL CLOSED ^ Imo! BUTTERFLY VALVE i 4 C USER'S CHOICE 101 BALL VALVE - BLIND FLANGE NEEDLE VALVE -II �i E VOLTAGE SENSOR(PRIMARY ELEMENT) -___ I TU MBINE R PROPELLER-TYPE SUBMERSIBLE PUMP F FLOW RATE RATIO(FRACTION) ® ~ �r ' I p REDUCER C J --- G USER'S CHOICE GLASS,VIEWING DEVICE H HAND HIGH ----- THERMAL MASS FLOWMETER I PLUG(COCK) ->.(1BLOWER (ELECTRICAL) I CURRENTINDICATE __� POSITIVE DISPLACEMENT TYPE � PRESSURE REDUCING REGULATING VALVE, HE HOSE BIBB CONNECTION J POWER SCAN So- FLOW TOTALIZING INDICATOR SELF-CONTAINED EXPANSION JOINT K TIME,TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION FLEXIBLE COUPLING Cr PUMP L LEVEL LIGHT LOW ► .-- VORTEX SENSOR BACK PRESSURE REGULATING VALVE. - - - - "- - --- --_ --- SELF-CONTAINED 11=t FLANGED COUPLING ADAPTER M MOISTURE I MOMENTARY MIDDLE, INTERMEDIATE i -p---.-- TARGET TYPE SENSOR El SLUICE GATE OR SLIDE GATE _ - PRESSURE REDUCING REGULATOR WITH H METERING PUMP I N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE ><I- EXTERNAL PRESSURE TAP I 0 USER'S CHOICE ORIFICE,RESTRICTION OPEN FLOW NOZZLE © or MAGNETIC FLOWMETER MM 3-WAY VALVE v DRAIN PUMP I P i PRESSURE,VACUUM POINT(TEST)CONNECTION _ PROGRESSIVE Q QUANTITY INTEGRATE.TOTALIZE • ® 4-WAY VALVE F,1 DIAPHRAGM SEAL CAVITY R RADIATION RECORD - ©.--,...- SONIC FLOWMETER L ANGLE VALVE F.ti i RUPTURE DISK,PRESSURE S SPEED,FREQUENCY SAFETY SWITCH ® ROTARY PUMP T TEMPERATURE TRANSMIT ),-- ROTAMETER PRESSURE RELIEF VALVE RUPTURE DISK,VACUUM U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION ------' V MECHANICAL ANALYSIS OR LOUVER DAMPER, ---( -� INTEGRALOVALVE Da _ ?> Ey *FC=FAIL CLOSED LC-LOCKED CLOSED ! * FO=FAIL OPEN LO-LOCKED OPEN PURGE PERISTALTIC PUMP W 'WEIGHT,FORCE WELL �� CLOSED DURING NORMAL OPERATION I � THERMOMETER WELL II X UNCLASSIFIED X AXIS UNCLASSIFIED 'UNCLASSIFIED 'UNCLASSIFIED __ '� - SHADING INDICATES PORT CLOSED DURING Y EVENT,STATE, Y AXIS RELAY,COMPUTE, I LINES NORMAL OPERATION. DOT INDICATES PORT NOTES: PRESENCE CONVERTSHEET. Z POSITION, Z AXIS DRIVER,ACTUATOR, �� CLOSED DURING ALTERNATE OPERATION. CALIBRATION CYLINDER 1. THIS IS A GENERALIZED LEGEND MAIN PROCESS 2. SEE ALSO ISA S5.1,S5.3 AND S7.3. DIMENSION UNCLASSIFIED FINAL 1 I. SECONDARY PROCESS I CONTROL ELEMENT Ij VALVE OPERATORS I* 3. INSTRUMENTS MARKED WITH AN PRIMARYI-2'A REFERENCES LEAVING SHEET d PULSATION DAMPER ASTERISK ARE FURNISHED WITH THE ---- LOCATION AUXILIARY LOCATIONLINE CONTINUATION DIAPHRAGM CYLINDER , EQUIPMENT. GENERAL INSTRUMENT OR ( NORMALLY INACCESSIBLE OPERATOR • FIELD MOUNTED ACCESSIBLE TO ACCESSIBLE TO TO DRAWING REFERENCE FUNCTION SYMBOLS OR BEHIND THE PANEL DIAPHRAGM4. REFER TO ISA RP7]FOR INSTRUMENT OPERATOR OPERATOR j REFERENCES ENTERING SHEET BALANCED s I SOLENOID AIR RELIEF VALVE AIR QUALITY STANDARDS. DISCRETE _ - A r I-3 INSTRUMENTS -� L _ - FROM DRAWING REFERENCE MOTOR *1; SOLENOID VALVE SHARED DISPLAY, I O AIR RELEASE SHARED CONTROL ~; LINE CONTINUATION 1 O I I - 44 - _ — - - za° B� TYPICAL CONNECTION LEVEL PROBE COMPUTER - , - PIPE SYSTEM _ FUNCTION I PIPE SIZE IN INCHES 11 � ELECTRICAL SIGNAL PROGRAMMABLE _ iI - LOGIC CONTROL "'1 •�..._ \ , - IN-LINE DEVICE ���,,��� SOFTWARE OR DATALINK -• o, � — - � INLINE SILENCER r J-4 FUNCTION BLOCK DESIGNATORS J-6 HANDSWITCH DESIGNATORS E E— ETHERNET DIRECT CONNECTION TO PROCESS o ! HOA HAND-OFF-AUTO LR LOCAL-REMOTE -- PNEUMATIC T o CHEMICAL DIFFUSER • a0 SUMMING ROOT EXTRACTION HOR HAND-OFF-REMOTE OC OPEN-CLOSE . L HYDRAULIC ° v F-R FORWARD-REVERSE OCA OPEN-CLOSE-AUTO ,�_- CAPILLARY TUBE co STATIC MIXER E Ei DIFFERENCE I SQUARE ROOT TEMPERATURE ELEMENT Cr- � 1-0 ON-OFF A/M AUTO-MANUAL WITH WELL �- EDUCTOR INJECTOR o M INTEGRAL x" EXPONENTIAL ELECTROMAGNETIC ,T _�- OR SONIC(GUIDED) I INTERLOCK. NUMBER IS THE ° DERIVATIVE E HIGH SELECTING INSTRUMENT SERVICES I , _ - CROSS REFERENCE TOA SPECIFIC I ELEMENTARY DIAGRAM OR TO A • o7.7. AST INSTRUMENT AIR SUPPLY(NOTE 4) MECHANICAL ELECTRICAL RADIATION OR SONIC SENSING a' U MULTIPLYING LOW SELECTING e ES 120 VAC ELECTRICAL SERVICE I SPECIFIC CONTROL STRATEGY 12 H DIVIDING E BIAS (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) CR CONNECTED I} DESCRIBED IN THE SPECS L H CONVERT: ® NONLINEAR OR I '_ ; , AV-AIR VALVE T- TRAP UNSPECIFIED FUNCTION PLC INPUT/OUTPUT z Lt_1 F- FILTER FH-FIRE HYDRANT I I * FILLED SYSTEM, �I . E- VOLTAGE H- HYDRAULIC I I. NOT __I t' DIAPHRAGM SEAL CONNECTION =L WATER LINE I- CURRENT O- ELECTROMAGNETIC.SONIC DISCRETE INPUT ANALOG INPUT CONNECTED I I • O P- PNEUMATIC R- RESISTANCE(ELECT) � I I GRAVITY FLOW A- ANALOG D- DIGITAL Fr, B- BINARY - -( DISCRETE OUTPUT ,I. ANALOG OUTPUT LEVEL TRANSDUCER o , s — I — RcDNHarr, V.Z rc ilcgef/,, C. cc carp TJA Ir,Z, MAY 2013 i I PQC,WUIE. SHEET nmLE SHEF�- 13 OF 15--- DWc;'. �l�.��iL�1O,�REG(1 /T• - OREGON MENEMEM DURHAM AWWTP PROCESS AND INSTRUMENTATION T DSH RKI DWG• 1001 Vv I TURBO BLOWER INSTALLATION nq1 5/16/13 1001 4",,,!. �. THIS BAR IS ONE INCH �Hx RKI :.AOFaty.10910t4 40 1001 WHEN DRAWING IS FULL ) Pr.>. NA - SCALE. °v"°nm'`m"'�"a"�' Kennedy/Jenks Consultants, LEGEND AND SYMBOLS - — !Ex;RS(0,vpty aMPo RKI !SCALE_ NONE oLscFiPn�H 2550 5'.N Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97207 �' 6586 F,x;F.;;.ne u'7 FE.'6 CAFE CPN N'F'(1 PF?!+. • SCADA NOTES: (-\! PROVIDED BY OWNER,INSTALLED BY CONTRACTOR. FLOW; -;FLOW --,;ON - LOADEd -,WARNING r SS SS -.,ALARM Fl FlK Hs rL vL vL vA_ vA P1 '� 410P1 2- HARMONIC FILTER PROVIDED BY OWNER, soo4' s6o4,' \,6o4j `�coo4q' 6004W \6004G' 1600414 10046! 6oao) (1601 INSTALLED BY CONTRACTOR(NOT SHOWN I _. T . 1_• 1 {_ I T 1 FOR CLARITY) W LL W w w w - - - - - -- - - PLC-4&CP-5020 I I - /L 1 I j � 1 JL1 � Y ii Y r\ 6I � ; � I r\C 14B VS 60 T Yi' S j Y 'i I I 1 I I I - - t — -- ,--11- / -/PP1TI 6000 a • T (E)LPA ►r---_r- TO AERATION (E)LPA Ilk I BASINS 3&4 FROM (E)INLET I I VENT V I (E)LPA BLOWERS V V TO AERATION 5THRU8 (E)SILENCER( •4 BASINS 1&2 ,. FILTER t:' I CPNFD-6004 • -- ESTOP FAULT —T'00 T LR SS ��SPD 480V ,YA- V�VAL l.4 HS HS (f HNC'{ .6004-1 ��60041. '�6004 f�6004 I, • LL I I 1 I 1 BLOWER ENCLOSURE - 'zs.\, ; zY 6021;`•,6015) aQ a J J w © 1 OM LBFV-6004 E, 20"LPA 16"LPA 18"LPA cr cr i 8 c6020--Y. O. 1 FD o PROCESS LPA 4 y BLOWER NO 4 ` m 3-60041 ;_- 44oP 0 1601 --- (E)LPA ` m FROM , T (E)LPA z BLOWERS 0 1 THRU QED PROFF TO FILTER CHEM o' S�� GI" 4:9 O CLARIFIER o o r 5 615PE1 - 6 9�STCN NN`~�P ,CEO PROFES ti, CLRI.EXP. ;O r44/1( C>`y �' .6.P #. v. cou TJNRKI !'R'c MAY '� PRC)N441E SHEET TITLE sneer- 14 OF 15 :nvcx OREGON DURHAM AWWTP PROCESS AND INSTRUMENTATION - f,, w,<<:, DATE Nommemi5!16/13 o USN TJAiRKI DWG ;101 TURBO BLOWER INSTALLATION E °' __- - _-_ THIS BAR IS ONE(NCH � ci Services 1101 • o gPPo RKI CADFae :1091014 40_1101 WHEN DRAWING IS FULL '-- N CHK RKI _ �— --._..- -. ourammiemeati•alar. PLCs NA SCALE. Kennedy/Jenks Consultants.9' TURBO BLOWERS 6586 cg°IR s L �•/ sc i NONE - --- in aEv e �, onre � cPrijj n:ro joescwPnoN 2550 SW Hillsboro Hv+y, Hillsboro,Oregon 97123-4179 203 SN'MARKET,SU,TE 500.PORTLAND OR 9.201 oqj„, Ewca STAMP. • FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC1 / CP-5020 • AERZEN TURBO BLOWER FLOW FBK CABLE F i PLC4 RANGE: 0 TO 100% TB4 S-FT5004 0.13-',E Ci (WHITE) wx7G7+ - WX707+ (WHITE) „ , SLOT C FT 25 4-20 MA I I ( 4 20 MA f-- 6004 CIIJT In �I (BLACK) \\` 26 _ WX707- •—� WX707- (BLACK) — GROUND CABLE FLOW CONTROL S-FC6004 -. PLC4 RANGE: 0 TO 100% TB4 as r 5 23 } n (WHITE) WY752+ • WY752+ (4b'HITE) FIK_ 1 (67D-004 4-20 MqV4-20 MA �_ flp 6064 'II 3L4 - U (BLACK) WY752- WY75 (BLACK) \ \rte — CONDUIT GROUND =� `— S-B6004 RUN CONTROL TB 4 CABLE C-B6004 3,45 I %\_\ PLC4 HSB6004-C Y1047 I L 21 ' Y1047 I HS _L T 6 PLC 120 VAC (Y6097) �CIhT RUN 11 HSB6004 Y1047Cr 6064 22 Y1047C I READY TB4 /'\ PLC 4 120 VAC (X178) I BASE 2 9 _ HLB6004 X178 YL �\ SLOT 11 RY4 H i I PGINT 2 READY 0 06004-L ( T6?-FU? ', 6004A L1 2120 VAC • I RUNNING 11 YSB5004 X179 120 VAC (X179) `\ — YL RY1/RY2-1 1 - 60046 POINT L RUN 12 �. i i I 1 I I LOAD f PLC 4 SE 13 X1175 3 H H YAB6004 120 VAC (X1175) - L BLOT 4 - _ � RAD- \ 6004C PC4N LOAD T 15 14 "\ I • ' ALARM 3 VFDB6004-N ( ) -{ �- 15 X1177 120 VAC X?177 ei YA ,- RY5 60p4A POINT 17 ALARM _ I \ — 16 ' • I i. \ C; L_ \„ m I i v r WARNING \'\ Mt - 17 I VFDB6004-N X1178 YA_ Q i20 VAC (X1178) RY6 H T8?-?r WARNING I CONDUIT , L\ 66048 I POINT 18 E (ERROR) 18 `f C-66004 120 N 7 0 V O F 0 o ,5,0PROFS ai �� .GtDi E�'T/p 6: CP-B6G04 <,.', �^ v a O JRJG 1, PRN NAME SDEETTITLE SKEET: 15 Ci, 1 j �(R , —J D'.vCe OREGON DRN RKI 01. DATE: MAY 2013111111111 i _---- - - -- - DURHAM AWWTP PROCESS AND INSTRUMENTATION DSN.RKI owG} 1102 �i ean' r rs TURBO BLOWER INSTALLATION �k°E 5116/13 1102 c,- THIS BAR IS ONE INCH TURBO BLOWER PLC= NA CHK RKI nF.rc 1091014401102 WHEN DRAWING IS FULL Oar commitment is eleer. Kennedy/Jenks COr1SUI1ant crs 6586 =x le s ` N co — -- - -- _--- SCALE. Sc/s•r7, AAPR RKI SCALE NONE --- --- LOOP DRAWING ;n REv.a i rr1TE ! rs.N APPo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971?3-9379 260 SW MARKET,SUITE 500,PORTLAND OR 97201 RROJ a EDGE sToem