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Plans sy CI /l ` • V G eaafer Services -t it.ur corniilitrnciit is clear. ' 60 .. lr_ ... , i PORTLAND 97 , r c' A LE! DURHAM AWTF ' gpp ► an ®re.r o __ ...„. v 99w BEND o 4 r , 4 r a 4 4 U EUGENE 20 �� ' , ` L „ k `� g . t s Da4 r,. , S 1 rt a e a ._5 OREGON 3 ' - 9 ''''' S i. ■ AEDFORD � „,,,.,... , 1 17"....:. ,i..v Location Map _ i .q. — / takla ' .. ”„ 1 \ e l k) , ir.411 0 - . - ' TO PORTLAND / - ^ \ .; { • • 4 r • • : .., . r p A ) ‘r ` N 1r . Y 'r ._ Y t 1 i . 0 c g 4 }�F y HM7MM _ SW SATTLER ST �_ yu i - _ - -` F 0 : t ir : / r i ., 1 s S i P- i " .i i 4 9 Pe / ! y err r fi 3 P roje 4 • 361 SW DURHAM RD ! ' / y - SW SHAFFER LN �• „ - // c .S-'� T 1 K 4, DURHAM Lf AWTF _ , — ) F i / f sW _•,� j e .. • \ ^ N ' .. / ■ PROJECT SITE d 6'�; p� RD • - . TO SALEM O C , U ' M E NT. S �:r. 'ak Vicinity Map li The undersigned h roared this 1----m n �K. s , � jmenf;dbpaif . _ 0 0 Np If —. ../a • ii _ CLEAN WATER SERVICES ,.: CITY OF TIGARD .- DURHAM AWTF TIGARD OR Conditionally pp . t> o ... S ee Letter to: Foolll�o�w•......„......... [ 1 Attached mum... nJ .NN ( 1 • P FILTERS 1_4 erNt>mber:� By . it _ Date: . % %Z1 RECONSTRUCTION PROJECT O -T -C 7 . . VOLUME 2 of 2 R t i on Rated conldot ace Energy r . Accessibility .■. DRAWINGS PROJECT NO. 6361 OFFICE COPY MARCH 2009 �� TO PORTLAND ,.� NORTH 0 SW BATTLER ST 1020.0„ > "° CleanWater Services . N SALE PORTLAND 97 (.) nr commitment is clear. i SW DURHAM RD Q 1, SW SHAFFER LN C) D URHAM A Z 99W 1-5 BID DOCUMENTS N BEND CI: EUGENE 20 74, (/ DURHAM a 1 -5 OREGO\ / AWTF QO1-, -' 97 / sw Q� e q o MEDFORD � 90 ‘7-404-4, I PROJECT SITE 9 �C`' 0 14 RD co TO SALEM LOCATION MAP * � ; F' � K z VICINITY MAP Engineers...Working Wonders With Water TMI 75 O The undersigned has approved this document for and on behalf DRAWING NO. of Carollo Engineers, P.C. • SHT NO. DWG DESCRIPTION GENERAL 2. MAINTAIN ACCESS FOR PLANT PERSONELL TO ALL PORTIONS OF THE PLANT AT ALL TIMES. 3. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF CONTRACTORS TEMPORARY FACILITIES. PROVIDE 1 0-1 COVER SHEET/ VICINITY MAP TEMPORARY FENCING, LOCKS AND GATES ETC. AS REQUIRED. • 2 3 G -2 SHEET INDEX AND SITE PLAN -- .- -_�___ 4. CONTRACTORS TEMPORARY FACILITIES ARE FOR CONTRACTORS EMPLOYEE PARKING, STAGING AND G-3 DESIGN CRITERIA LIQUID PROCESS - -- A - STORAGE AND MATERIAL LAYDOWN. CONTRACTOR SHALL CONFINE SUCH ACTIVITIES TO WITHIN 4 G-4 DESIGN CRITERIA SOLIDS PROCESS �� _ D U RHAM ROAD �_ LIMITS SHOWN UNLESS APPROVED OTHERWISE BY THE OWNER. • 5 G-5 HYDRAULIC PROFILE -1 NORTH -- ; Yj— _ - —'-r -- 5. CONTRACTOR SHALL SHARE STAGING AREA WITH CLARIFIER CONTRACTOR. 6 G-6 HYDRAULIC PROFILE - 2 - G - -\ I • 7 G-7 MECHANICAL GENERAL NOES 8 G-8 GENERAL STRUCTURAL & ARCHITECTURAL NOTES f =150' (. • 9 G -9 CODE SUMMARY SHEET I I i -_ 10 G-10 ABBREVIATIONS/LEGEND 1 ) � ,` � �� f 11 0-11 TYPICAL DETAILS GENERAL IIp it • 12 0-12 TYPICAL DETAILS GENERAL Li I � . I � I TERTIRARY FILTERS 1-4 DEMOLITION I I 4 -r., / / '- ( 0 13 30-0-1 FILTER DEMOLITION PLAN ( 7 14 30-D -2 FILTER DEMOLITION SECTION J I r 15 30-D -3 BLOWER DEMOLITION PLAN AND SECTIONS . ' ` \- C ' 0 II • TERTIARY FILTFRS 1.4 STRUCTURAL MODIFICATIONS Al" ,. .4 11 ' �� I , CO 17 30-S -2 FILER MODIFICATIONS S PLAN AND DETAILS • 1 ' I ��/ ' ` ' V • i I .0 0 0 0 0 °0 0 0 0 O0„ I TFRTIARY FII TERS 14 MECHANICAL MODIFICATIONS 0 I o' �` 0 0 0 0 °' 18 30-M -1 BLOWER PLAN AND SECTIONS 1 _ \° (�' O.. 30 0 0 0 n 0 I CLARIFIER COATINGS 19 30-M -2 TERTIARY FILERS 14 PLAN - SOUTH 0 �' /' PROJECT STAGING AREA 20 30-M -3 4 TERTIARY FILERS 14 PLAN - NORTH I rc -' "� -' , ° 21 30-M-4 FILTERS SECTIONS - I) - 0 22 30-M -5 TERTIARY FILERS SECTIONS ��' 0.111111 I 23 30-M-8 TERTIARY FILERS SECTIONS f � �' � ' -- - -- 24 313-M -7 TERTIARY FILTERS SECTIONS ---.L. / i ` \ 1 � � ' i 25 30-M -8 TERTIARY FILTERS SECTIONS -�, 1. 1 ' _ I --( 26 30-M -9 TERTIARY FILERS SECTIONS 3 / TFRTIARY FII TERS 14 Fl FCTRICAL MODIFICATIONS 0( o • - i ? I pp , ( 0 ° I I ! I111 . '\ F � — "- I — — 27 E -1 SYMBOLS AND ABBREVIATIONS SHEET 1 , ... r- O 0 : -' 11.11 � 0 III I •— •— — • - `i -- • 28 E -2 SYMBOLS AND AB SHEET 2 0 1 1 __ 2 9 E-3 CIRCUIT CONDUCTOR IDENTIFICATION \ It, , 0 , 0 O _ / � 1 30 E4 MCC 9030 - ONE LINE DIAGRAM AND ELEVATION MODIFICATION a / \\ 31 E -5 MCC 9031 -ONE LINE DIAGRAM AND ELEVATION MODIFICATION O i I Q �. I _. ' r. . 1. 6\ • ` 32 E-6 ELECTRICAL CIRCUIT /RACEWAY BLOCK DIAGRAM • . FILTERS 1-4 RECONSTRUCTION 33 E -7 ELECTRICAL CIRCUIT /RACEWAY BLOCK DIAGRAM . f, ° i': '�. o JIb 1 � 34 E-8 PANEL BOARD SCHEDULE SITE m -} / ,J PROJECT CONSTRUCT 35 30-E-1 TERTIARY FILTERS 1-4 POWER PLAN - SOUTH ENTRANCE / _\ �� - _ Q 1 STAGING AREA NOE 5 1 ' 36 30-E-2 TERTIARY RTIARY FILTERS 1-4 POWER PLAN - NORTH 30 • , N 37 30 -E -3 BLOWER CONTROL AND FILER MCC ROOM ELECTRICAL 1 CONTROL - PLANS AND DETAILS �' r ,) / ', 555 • ° L4 r MCC ROOM ,j /J� c I ) 38 30-E-4 ELECTRICAL SUBSTATION ROOM AND DEMOLITION DETAILS 1 � \ �i ° %/ \ ( l '4% ' I LIMITS OF • TERTIARY FILTERS 1-4 NSTRUMENTATION MODIFICATIONS I �, E� I 7 ,/ /�l /� \� "�.! `�� • � Y� CONSTRUCTION ,/ i �/ • 39 -1 SYMBOLS AND ABBREVIATIONS SHEET 1 0 0 j' .1; / , , 1 FILTERS 1-4 i / ,�. - - 40 -2 SYMBOLS AND ABBREVIATIONS SHEET 2 �i� - . a , • , , ! 1 , , / / L- __ / / 41 -3 P &ID TERTIARY FILTERS 14 OVERVIEW TERTIARY ` • ' 42 - P81D RTIARY FILTERS 1-4 DETAIL " / / t*- ��,.- r / / - 43 1-5 P&ID AIR SCOUR LOW PRESSURE AIR (LPA) . � �' Y 0- 0 to .-- • 44 -6 LOOP DRAWING 440PIT1601 CCB 8 TERTIARY FILTER LPA PRESSURE ° �� r - \ � / ® i' 45 -7 LOOP DRAWING 440ZS1611 BLOWER 1 LPA HEADER ISOLATION VALVE -. 46 - LOOP DRAWING 440ZS1612 BLOWER 2 LPA HEADER ISOLATION VALVE -_ -._ " 1 .; • \ ` ` C O " I -- r 47 -9 LOOP DRAWING 440ZS1613 BLOWERS 1 & 2 DISCHARGE TIE -IN VALVE e (/( � i° ' �. / / ') . . 6 1 :, 1,...-- I 48 -10 LOOP DRAWING 540FCV2130 FILTERS AIR SCOUR LPA FCV , t �, „ •� X 4 4 49 -11 LOOP DRAWING 540FIT 2130 AIR SCOUR LPA FLOW 13, 50 -12 LOOP DRAWING 540FV2103 TERTIARY FILTER NO.1 AIR SCOUR E J / - ,�` / + q� — c S0 0; �O • • , 51 -13 LOOP DRAWING 540FV2109 RTIARY FILTER NO.2 AIR SCOUR p4 1 52 -14 LOOP DRAWING 540FV2115 TERTIARY Y FILER NO.3 AIR SCOUR j /J VV '. / f3� y 53 -15 LOOP DRAWING 540FV2121 TERTIARY FILTER NO.4 AIR SCOUR I ` - r 'I' • 54 -16 LOOP DRAWING BFV9008 TERTIARY FILER NO.1 EFFLUENT FCV -- / - • 0 55 -17 LOOP DRAWING BFV9014 TERTIARY FILTER NO.2 EFFLUENT FCV 4 J • ` r �� / 58 -18 LOOP DRAWING BFV9020 TERTIARY FILTER NO.3 EFFLUENT FCV 1. r / ; ; 57 -19 LOOP DRAWING BFV9028 TERTIARY FILTER NO.4 EFFLUENT FCV I ..• e / • 58 -20 LOOP DRAWING LIT9301 TERTIARY FILER NO.1 LEVEL 1........ / .. 1) 59 I-21 LOOP DRAWING LIT9302 TERTIARY FILER NO.2 LEVEL j • % - . 60 -22 LOOP DRAWING LIT9303 TERTIARY FILTER NO.3 LEVEL ' 1 81 -23 LOOP DRAWING LIT9304 ERTIARY FILER NO.4 LEVEL I •\ I ` ; . / . 62 -24 DETAIL DRAWING INSTUMENTATION DETAILS SHEET 1 _ ,, ) � ! ' , - " 63 -25 DETAIL DRAWING INSTUMENTATION DETAILS SHEET 2 1 i)° - i � - � � 64 -26 DETAIL DRAWING INSTUMENTATION DETAILS SHEET 3 • I I ! - '• - J �� -" / ROAD TO REMAIN ° •• o . - / ; IN SERVICE THROUGHOUT g 1 1 7 ;1 ' • ,/ CONSTRUCTION w J 7 I L�7 D � / ` , I I I i1 rt,�.� LIMITS OF CONSTRUCTION a o BLOWERS 1-4 .. DESIGNED - JFM if, DURHAM AWTF VERIFY SCALES JOB NO. DRAWN £ S�� p�N ' _ it 7558C.10 BAR IS ONE INCH ON EDL i � ` 9 4 aW �� FILTERS 1� RECONSTRUCTION PROJECT oRG,NA<oRAWNG DRAWING NO. o - CHECKED i , . ONE `, W ¢ , C1eanWater. Services GENERAL 0 ®1' X -2 9' JFM 7 n. .,s� . 4 C.......e�... II / .. J ^:�� IAI_�J_� MILL uI_.__.. - yHRIHDLE YKtUUCNL UKIVt KUMI'S AERATION BASINS RAS PUMPS DISINFECTION AND DECHLORINATION EFFLUENT FILTERS TYPE VAR. SPD, VERT. CENTRIFUGAL NON -CLOG BASINS 1 & 2 'TRAINS 1. 2, 3 BASE FLOW CHLORINATION/DECHLORINATION MEDIA MIXED NUMBER 6 LENGTH, FT 144 NUMBER 6 • CHLORINE CONTACT BASINS SURFACE AREA, EACH, SO FT HP 4 @ 700; 2 @ 1000 WIDTH, FT 100 TYPE HELICAL SCREW CENTRIFUGAL NUMBER, NORMAL FLOW 3 FILTERS NO. 1 - 4 900 CAPACITY, EACH , MGD 4 @ 25; 2 @ 40 SIDEWATER DEPTH, FT 20 CAPACITY, EACH, MGD 7.5 BASIN NO. 1 FILTERS NO. 5 - 13 980 TOTAL FIRM CAPACITY MGD 140 ACTIVE VOLUME, EACH, 1000 GAL 2,120 DRIVE 'VFD VOLUME, 1000 GAL 1,030 OVERFLOW RATE, GPM /SF WETWELL DUPLEX SELF - CLEANING TRENCH TYPE BASIN 3 (EXISTING) HP 50 DETENTION TIME, MIN ADWF 1.8 ODOR CONTROL BIOFILTER LENGTH, FT 143 TRAIN 4 AND FUTURE (TRAIN 5 - PHASE 5) AWWF 165 • MDDWF 3.3 FLOWRATE - 6,000 CFM WIDTH, FT 100 NUMBER 4 MDWWF 51 AWWF 2.3 SURFACE AREA 3,000 SQ FT SIDEWATER DEPTH. FT 20 TYPE NON CLOG CENTRIFUGAL BASIN NO. 2 MDWWF 5.8 MEDIA TYPE INORGANIC ACTIVE VOLUME, EACH. 1000 GAL 2,090 CAPACITY, EACH, MGD 7.5 VOLUME. 1000 GAL 787 EXISTING AIR SCOUR BLOWERS (AERATION,BASINBOWERS 1 - SURFACE IRRIGATION, HUMIDIFICATION NOZZLES BASINS 4 (NEW) 8 5 (FUTURE - PHASE 5) DRIVE VFD DETENTION TIME. MIN NUMBER 2 SEPTAGE RECEIVING FACILITY LENGTH, FT 143 HP 50 AWWF 126 TYPE CENTRIFUGAL TYPE PACKAGED SYSTEM WIDTH, FT 100 MDWWF 39 CAPACITY, EACH, SCFM 4375 PIPE DIAMETER 6 IN GRAVITY FLOW SIDEWATER DEPTH, FT 20 TERTIARY TREATMENT BASIN NO. 3 HP, EACH 250 MOTORIZED SHUTOFF VALVE • ACTIVE VOLUME. EACH. 1000 GAL 2,090 VOLUME, 1000 GAL 812 BACKWASH PUMPS pH PROBE. CARD I.D. SYSTEM BIOLOGICAL NUTRIENT REMOVAL MODE DETENTION TIME, MIN NUMBER 2 MECHANICAL BAR SCREENS ANAEROBIC ZONE CHEMICAL CLARIFIERS AWWF 130 TYPE END SUCTION CENTRIFUGAL NUMBER 4 NUMBER OF CELLS PER BASIN (F) 2 RAPID MIX BASINS MDWWF 40 CAPACITY, EACH. MGD 28.2 WIDTH FEET 2 © 5; 2 @ 6.5 TOTAL VOLUME (EACH - 1 RAIN), 1000 GAL 215 NUMBER 3 EACH BASIN HAS CHLORINE RESIDUAL- DRIVE CONSTANT SPEED TYPE RAKE CLIMBER DETENTION 11ME, HR VOLUME, EACH, 1000 GAL 6.7 AND A ORP ANALYZER HP 400 GRIT BASINS iEXISTING) ADWF 0.9 DETENTION TIME. MIN HYPOCHLORITE MIXERS BACKWASH BASIN NUMBER 4 MDDWF 0.5 ADWF 1.1 NUMBER 4 VOLUME. MILLION GAL 1.0 CAPACITY, EACH . MGD 2 @ 30: 2 ® 40 ANAEROBIC RECYCLE PUMPS MDDWF 0.6 TYPE INDUCTION MIXER CLEARWELLS TYPE INDUCED VORTEX NUMBER PER BASIN 1 MIXERS HP 5 NUMBER 2 HEADWORKS EFFLUENT STRUCTURE (HES) (FUTURE) TYPE AXIAL FLOW NUMBER 3 DECHLORINATION STRUCTURE VOLUME 1000 GAL W7 PC 1 THRU PC 4 OPERATING. MGD 180 CAPACITY. MCI) 9.5 TYPE INDUCTION MIXER VOLUME, 1000 GAL 35 LOW PHOSPHOROUS 390 W/ PC 1 THRU PC 6 OFERATING, MGD 240 HP. EACH 30 HP 5 DETENTION TIME. MIN REUSE 566 PRIMARY TREATMENT ANOXIC ZONE CLARIFIERS DETENTION TIME. MIN REUSE P1./MPS W NUMBER OF CELLS PER BASIN (F,G) 2 NUMBER 3 AWWF 6 NUMBER - 3 PRIMARY CLARIFIERS 180 MGD 240 MGD TOTAL VOLUME, 1000 GAL (TRAINS 1, 2) 347 STAGES PER CLARIFIER 2 MDWWF 2 TYPE SPLIT CASE PRIMARY CLARIFIERS 1 & 2 (EXISTING) TOTAL VOLUME, 1000 GAL (TRAINS 3, 4, 5) 340 LENGTH I?ER STAGE, FT 100 MIXER TYPE DIFFUSER CAPACITY. EACH, GPM 2 @ 1.650: 1 @ 575 DIAMETER. FT 120 DETENTION TIME, HR W1DFH, FT 100 NEAT HYPOCHLORITE PUMPS DRIVE CONSTANT SPEED SIDEWATER DEPTH, FT 12 ADWF 1.5 AVE. SIDEWATER DEPTH NUMBER 2 HP 2 Q 125 ; 1 @ 50 SURFACE AREA, EACH, SQ FT 11,310 MDDWF 0.8 STAGE 1 TYPE PERISTALTIC SURGE BASIN NO. 1 VOLUME, EACH. 1000 GAL 1015 MIXED LIQUOR RECYCLE PUMPS CLARIFIER 1 & 2 13.2 CAPACITY EACH GPH 900 VOLUME. MILLION GAL 4.51 OVERFLOW RATE. GPD!SQ FT (0) NUMBER PER BASIN 1 CLARIFIER 3 16.4 HYPOCHLORITE FEED TO CL2 BASINS SURGE BASIN NO. 2 ADWF 450 TYPE PROPELLER STAGE 2 NUMBER 4 VOLUME, MILLION GAL 9 AWWF 590 CAPACITY. EACH, MGD 18.7. CLARIFIER 1 & 2 16.2 TYPE PERISTALTIC EFFLUENT FLOW MEASUREMENT • PEAK FLOW 1520 3663 3172 HP, EACH 50 CLARIFIER 3 16.4 CAPACITY. EACH, GPH 100 BASE FLOW . DETENTION TIME, HR (0) AEROBIC ZONE STAGE 2 SURFACE AREA, EACH. SQ FT 10,000 SODIUM BISULFITE PUMPS (EFFLUENT) NUMBER 2 ADWF 4.8 NO. OF CELLS / BASIN (TRAINS 1, 2, 3) (F.G) 3 TOTAL VOLUME, 1000 GAL NUMBER 2 TYPE PROPELLER AWWF 3.7 NO. OF CELLS / BASIN (TRAINS 4.51(H) 2 CLARIFIER 1 & 2 2200 TYPE PERISTALTIC FLOW RANGE, MGD 1 @ 3 - 40; 1 @ 8 - 90 • PEAK FLOW 1.4 0.59 0.68 TOTAL VOLUME. 1000 GAL (TRAINS 1. 2) 1,558 CLARIFIER 3 2450 CAPACITY. EACH, GPH 40 STORM FLOW PRIMARY CLARIFIER 3 (EXISTING) TOTAL VOLUME, 1000 GAL (TRAINS 3,4, 5) 1,535 OVERFLOW RATE, GPD /SQ FT • SODIUM BISULFITE PUMPS EXCESS FLOW NUMBER 1 DIAMETER, FT 130 DETENTION TIME, HR ENTIRE CLARIFIER NUMBER 2 TYPE PARSHALL FLUME SIDEWATER DEPTH. FT 12 ADWF 6.7 ADWF 453 TYPE PERISTALTIC FLOW RANGE, MGD 5 - 225 SURFACE AREA. SQ FT 13,270 MDDWF 3.7 MDDWF 913 CAPACITY, EACH, GPH 40 TUALATIN RIVER OUTFALL (EXISTING) RCCP VOLUME, 1000 GAL 1190 OXYGEN UPTAKE RATE, MG /LJHR STAGE 2 ONLY TYPE OVERFLOW RATE, GPD /SQ FT (C) ADWF 33 ADWF 907 EFFLUENT FILTERS DIAMETER 66" ADWF 450 MDDWF 56 MDDWF 1627 MEDIA DUAL LENGTH 2.630E AWWF 580 ' FILTER NO.1 DIFFUSER (EXISTING) TOTAL DETENTION TIME, HR ( + PLUG FLOW .ION TIME. E. HR CLARIFIER 1 & 2 SLUDGE MODE TYPE 66" RCCP PEAK FLOW 1500 3863 3i%2 DETENTION TIME. HR NEW MEDIA DUAL LENGTH 96' DETENTION TIME, HR )C) AWWF i'.1 ADWF . 5.9 ANTHRACITE NO. OF PORTS • 12 g 8' SPACING ADWF 4.8 MDWWF 2.9 CLARIFIE 3 3.2 DEPTH 38 IN PORT SIZE 20" AWWF 3.7 OXYGEN UPTAKE RAZE, MG /L/HR EFFECTIVE SIZE 1.05 MM MIN. SUBMERGENCE 12 -13'E PEAK FLOW 1.4 0.59 0.68 ADWF 13 ADWF 6.5 Ud RATIO 870 . PRIMARY CLARIFIER 4 (EXISTING) MDDWF 38 MDDWF 3.6 SILICA SAND DIAMETER. FT 130 BLOWERS DEPTH 12 IN SIDEWATER DEPTH. FT 12 EXISTING EFFECTIVE SIZE 0.60 MM MISCELLANEOUS INFORMATION • . SURFACE AREA, SQ FT 13.270 NUMBER 8 Ud RATIO . 508 . VOLUME, 1000 GAL 1190 TYPE CENTRIFUGAL PLANT RELIABILITY • OVERFLOW RATE, GPD /SQ FT (D) CAPACITY, EACH. CFM STANDARD CLASS 1 ADWF 410 BLOWERS 1-4 4,375 • AWWF 530 BLOWERS 5 -8 5,000 SECONDARY POWER PEAK FLOW 4090 3663 3172 HP, EACH 250 -350 SOURCE TO THE PLANT ROSEMOUNT SUBSTATION DETENTION TIME, HR (D) FUTURE • ADWF 5.3 NUMBER 2 OPERATION AND AWWF 4.1 TYPE CENTRIFUGAL MAINTENANCE MANUAL VOL, 1 LIQUID SYSTEMS PEAK FLOW 0.5 0.59 0.68 CAPACITY. EACH, CFM 5,000 VOL. 2 CHEMICAUSOLIDS PRIMARY CLARIFIER 5 (FUTURE) HP, EACH 350 VOL. 3 SUPPORT SYSTEMS DIAMETER, FT 130 SECONDARY CLARIFIERS (3 RING BINDERS) SIDEWATER DEPTH, FT 12 SECONDARY CLARIFIERS 1 & 2 (EXISTING) SURFACE AREA, SQ FT 13,2(37 DIAMETER, FT 145 SAMPLERS FLOW PACED VOLUME, 1000 GAL 1190 SIDEWATER DEPTH. FT 14 OVERFLOW RATE, GPD /SQ FT ID) SURFACE AREA, EACH, SQ FT 16,510 PLANT CRITICAL PEAK FLOW -- -- 3172 ALARM SYSTEM DETENTION TIME, HR (D) OVERFLOW RATE, E G GAL 1.740 OGPUiSQ r Y R PEAK FLOW -- -- 0.6E ADWF 329 • PLC TO SCADA AND RADIO SYSTEM ( ZETRON) $ PRIMARY CLARIFIER 6. (FUTURE) AWWF 426 ZETRON TRANSMITS TO "BELT' RADIOS OF ON -SITE STAFF � + DIAMETER FT 130 RI 8 SURFACE AREA. SQ FT 13 267 DWWF 1.054 AND PAGER OF ON -CALL PERS:;'TNEL I DETENTION TIME, HR (H-C1111 th OVERFLOW RATE. GPD /SQ FT (D) ADWF 5.5 PEAK FLOW 31,'2 AWWF 4.3 GENERAL NOTES -- -- DETENTION TIME, HR (D) MDWWF 1,7 PEAK FLOW -- 0.68 SECONDARY CLARIFIERS 3 8 4 EXISTING O PRIMARY EFFLUENT PUMPS DIAMETER, FT 145 THE UNIT PROCESS CRITERIA LISTED ARE BASED ON THE YEAR 2015 DESIGN CONDITION NUMBER 6 SIDEWATER DEPTH, FT 20 A. RASED ON ADWF 5.2 MGD. AWWF 6.7 MGD, PEAK FLOW 19 MGD TO BASIN TYPE PROPELLER SURFACE AREA, EACH. SO FT 16,510 B. BASED ON ADWF 6.0 MGD. AWWF 7.7 MGD, PEAK FLOW 22 MGD TO BASIN CAPACITY VOLUME, EACH, 1000 GAL 2.470 C. BASED ON ADWF 5.4 MGD, AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN 4 EACH, MGD • 33 OVERFLOW' RATE, GPD /SQ FT D. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) TDH FT 20 ADWF 329 E. CELL N0. 3 MAY BE EITHER ANAEROBIC OR ANOXIC . HP EACH 200 AWWF 426 F. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC 2 EACH, MCD 10 MDWWF 1,054 G. CELLS 5 4 6 COMBINED IN NEW BASINS TDIi FT 22 • DETENTION TIME. HR I) H. BASED ON 40% RECYCLE ( I. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH HP EACH 50 ADWF 7.8 J. BASED ON 6% SOLIDS IN DIGESTER FEED DRIVE TYPE VARIABLE FREQUENCY AWWF 6.0 K. BASED ON 4% SOLIDS IN DIGESTED SLUDGE • TOTAL FIRM CAPACITY 119 MGD MDWWF 2.4 L. BASED ON 2012 LOADINGS: FIFTH DIGESTER ON -LINE IN 2013 I DESIGNED NO. JFM w DU RHAM AWTF VERIFY SCALES S i S�Cp1, PR Ol 7 f 9 W t. 7558C.10 8 DRAWN 4� Z �' eat IS ONE INCH C01 DRAWING NO. EDL Z ° 19 r `° W /� F ILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL UNAW NO CHECKED = , a� G a 3 ` CleanWater Services JFM GENERAL 0 ® G -3 d 'f `� q � 4'1°c� a O En g i neeis...Working Wonders With Water'" ,., D ESIGN CRITERIA SHEET NO. y 1 DATE �r r..coo� ul c•ommitmr, 111 ie' 1. IF INCH PRCvIARY SLUDGE THICKENING / FERMENTATION DIGESTER FEED TANK DE`NATERING CENTRIFUGE FEED PUMPS PRIMARY SLUDGE AND SCUM PUMPS NUMBER 2 NUMBER 2 NUMBER VOLUME, FA, 1000 GAL 14.15 TYPE PROGRESSIVE CAVITY EXISTING 6 DETENTION TIME. HR 4 DRIVE VFD NEW 5 MIXING CAPACITY, EACH, GPM 300 TYPE PROGRESSIVE CAVITY NUMBER PER TANK 1 HP 15 CAPACITY. EACH, GPM 200 TYPE AXIAL. RADIAL. TOP ENTERING 'RIVE CONSTANT SPEED HP 2 DEWATERING CENTRIFUGES HP NUMBER 2 EXISTING 30 DIGESTER FEED PUMPS CAPACITY, EACH. GPM 300 NEW 25 NUMBER 3 HP, TOTAL 350 TYPE 2-STAGE PROGRESSIVE CAVITY GRAVITY THICKENERS ! FERMENTERS CAPACITY, EACH, GPM 300 SLUDGE CAKE CONVEYANCE NUMBER 3 DRIVE `•/FD NUMBER 9 • DIAMETER. FT 50 HP, EACH 20 TYPE INCLINED, HORIZONTAL AND VERTICAL SCREW SIDEWATER DEPTH, FT 14 CAPACITY. EACH, TON /HR 12.2 SURFACE AREA, EACH, SO F T 1900 ANAEROBIC DIGESTERS VOLUME. EACH, 1000 GAL 206 DIGESTERS 1 - 3 CENTRATE PUMPS OVERFLOW RATE. , GF'IJ /SQ Ft 750 DIAMETER (EQUIVALENT), FT 63.4 NUMBER 2 SOLIDS LOADING PATE, I HSJSCJ FTfDAY 24 SIDEWATER DEPTH, FT 30 TYPE NON -CLOG CENTRIFUGAL VFA DISCHARGE PUMPS VOLUME, EACH. 1000 GAL 707 DRIVE VFD NUMBER 2 COVER CAPACITY, EACH, GPM 450 TYPE HORIZONTAL NON• CLOG TYPE FIXED FLAT REINFORCED CONCRETE HP 10 CAPACITY. EACH, GPM 950 i§ 50' TON MIXING DRIVE VF[) TYPE AXIAURADIAL, TOF' ENTERING CENTRATE STORAGL HP 20 HP 30 NUMBER 2 THICKENED PRIMARY SLUDGE PUMPS RECIRCULATION PUMPS VOLUME, EACH, 1000 GAL 290 NUMBER 3 NUMBER 4 MIXING TYPE PROGRESSIVE CAVITY TYPE HELICAL SCREW CENTRIFUGAL NUMBER PER TANK 1 CAPACITY. EACH, GPM 3G0 CAPACITY,EACH, GPM 300 TYPE AXIAL. RADIAL, TOP ENTERING DRIVE VFD DRIVE VFD HP 7.5 HP HP 15 SLUDGE GRINDERS DEWATERED SLUDGE STORAGE NUMBER DIGESTER 4 NUMBER OF HOPPERS 2 • EXISTING 1 DIAMETER. FT 80 VOLUME, EACH, CU FT 2740 NEW 2 SIDEWATER DEPTH, FT 35 TOTAL DETENTION TIME, DAYS TYPE IN -LINE VOLUME, EACH. 1000 GAL 1,300 MMDWF 2 • VFA RECIRCULATION PUMPS COVER NUMBER 2 TYPE FIXED SUBMERGED DOME DEWATERED CENTRIFUGE FEED GRINDER f ? EINFORCED CONCRETE TYPE HORIZONTAL NON-CLOG NUMBER 1 CAPACITY. EACH, GPM 860 ED 41' TDH MIXING TYPE IN -LINE DRIVE VFD TYPE . AXIAURAOIAL, TOP ENTERING HP 15 HP 60 RECIRCULATION PUMPS WAS / CHEMICAL SLUDGE THICKENING NUMBER 2 • WAS PUMPS TYPE HELICAL SCREW CENTRIFUGAL NO 1 4 CAPACITY,EACH, GPM 650 © 35' TDH • TYPE CENTRIFUGAL DRIVE CONSTANT SPEED CAPACITY, EACH, GPM 300 HP 10 , DRIVE VARIABLE SPEED HP 5 DIGESTION DETENTION TIME, DAYS (K. M) NO. 5 & 6 MAXIMUM MONTH 21 TYPE HELICAL SCREW CENTRIFUGAL MAXIMUM WEEK 17 CAPACITY. EACH, GPM 200 • DRIVE VARIABLE SPEED DIGESTED SLUDGE STORAGE . HP 5 STORAGE TANK I NO. 7 - 8 DIAMETER (EQUIVALENT), FT 63.4 • TYPE PROGRESSIVE CAVITY SIDEWATER DEPTH, FT 30 CAPACITY, EACH, GPM 150 VOLUME AVAILABLE, EACH, 1000 GAL 640 DRIVE VARIABLE SPEED COVER HP 10 TYPE FIXED FLAT REINFORCED CONCRETE MIXING CHEMICAL SLUDGE PUMPS TYPE AXIAURADIAL, TOP ENTERING NUMBER 9 HP 30 TYPE HELICAL SCREW CENTRIFUGAL CAPACI FY, EACH, GPM 140 STORAGE TANK 2 DRIVE CONSTANT SPEED DIAMETER, FT 80 HP 5 SIDEWATER DEPTH, FT 35 VOLUME, EACH, 1000 GAL 1,30C DILUTE WAS STORAGE COVER • VOLUME. 1000 GAL 235 TYPE FIXED SUBMERGED DOME HOLDING CAPACITY, HOURS REINFORCED CONCRETE MWDWF 6 - 10 MIXING TYPE AXIAURADIAL, TOP ENTERING THICKENING CENTRIFUGE FEED PUMPS HP 60 NUMBER 3 TYPE PROGRESSIVE CAVITY DETENTION TIME, DAYS (L. M+ ) CAPACITY, EACH, GPM 360 rp 50' TDH MAXIMUM (WET) MONTH 13 DRIVE VFD • g HP 7.5 DIGESTED SLUDGE PUMPS • . THICKENING CENTRIFUGES NUPE ER PROGRESSIVE CAVITY GENERAL NOTES 15 NUMBER 3 CAPACITY, EACH, GPM 275 CAPACITY, EACH. (IPM 300 HP, TOTAL 263 DRIVE VFD HP 20 A. THE UNIT PROCESS CRITERIA LISTED ARE BASED ON THE YEAR 2015 DESIGN CONDITION B. BASED ON ADWF 5.2 MG, AWWF 6.7 MGD, PEAK FLOW 19 MG TO BASIN WE, DIGESTER FEED GRINDERS (COMPLEX 2) 1 0 ADWF MG!), D a THICKENED WAS PUMPS BASED ON ADF 6.0 MGD, AWWF 7.7 MGD, PEAK FLOW 22 MGD TO BASIN NUMBER 2 NUMBER 2 U. BASED ON ADWF 5.4 MGD, AWWF 7.0 MGD, PEAK FLOW 51.5 MGD TO BASIN TYPE PROGRESSIVE CAVITY TYPE IN -LINE E. ACTIVATED SLUDGE LOADINGS BASED ON FIVE TRAINS IN OPERATION BY 2015 (TRAIN 5 IN PHASE 5) CAPACf1 Y, EACH. GPM 75 F. CELL NO. 3 MAY BE EITHER ANAEROBIC OR ANOXIC DRIVE VFD G. CELL NO. 6 MAY BE EITHER ANOXIC OR AEROBIC HP 15 H. CELLS 5 & 6 COMBINED IN NEW BASINS I. BASED ON 40% RECYCLE • J. BASED ON TWO UNITS OUT OF SERVICE FOR BACKWASH K. BASED ON 6% SOLIDS IN DIGESTER FEED BASED ON 4% SOLIDS IN DIGESTED SLUDGE M. BASED ON 2012 LOADINGS: FIFTH DIGESTER ON -LINE IN 2013 DESIGNED - JOB NO. I JFM 1 1 g' DRAWN ? O' NR(vFf'' z DURHAM AW BAR VERIFY SCALES 5580.1 0 7558C.1 I c9 1 � WW r FILTERS 1 RECONSTRUCTION PROJECT ORIGINAL NeLOwwS ONE INCH ON DRAWING NO. ■ EDL R DRAWING CHECKED = p / ECG P' W F � � \� Services GENERAL 0 ®1' G-4 5 JFM d ee ..4P.. w Fnninwarc Wnrkinn Wnnelarc IA/th IA7ntur^ CleanVV t:er SCREEN CHANNEL BOTTOM OF SECONDARY CLARIFIERS - 84 MGD TOTAL INFLUENT GATE SCREEN ROOM SLAB EL 180.33 GRIT BASIN EFFLUENT 1 175.18 SEE NOTES 1 AND 2 177.1) WEIR EL 173.25 190 175.74 190 177.24 1 176.36 1 178.11 PARSHALL FLUME •tom 162.35 1 174,69 1 / / / /// CREST EL 172.25 1 176.26 / 160.67 CURRENT OPERATION LEVEL Air / WEIR CREST EL 170.10 ) 180 180 EITEM 1 171.08 -- �� s \ / 167.50 1 166.49 V -NOTCH WIER INVERT EL 168.25 i 168.91 1 ( J J J - - l � y A� 1 163.69 163.40 162.49 'L\\ 170 c �- I ;1 - ® \ 170 I - 1 73.00 \- 172.50 171 J • -' I Q 1 METER \ -� _ (, _ - 160 O' _�� _ 18..M•1111111 i��,.��. 160 2 -42" FORCE MAINS 161.42 163.00 �'�� . FROM INFLUENT 159.50 I TO AERATION PUMP STATION 60" I , BASIN 1-4 INV EL 162 INV EL 160.00 y J 150 UPWELL �` ��, 80" FROM I 150 • INV EL 155.00 150.08 153.00 1 I EL 148.00 PRIMARY EFFLUENT 161.00 140 INV EL 161.00 INV EL 143.00 PUMP STATION (PEPS) 140 INFLUENT BAR GRIT BASIN GRIT GRIT BASIN DEGRITTED WATER 7 FOOT PRIMARY INFFLUENT PRIMARY PRIMARY PRIMARY EFFLUENT FLOW METERS AND STRUCTURE SCREENS INFLUENT BASINS EFFLUENT JUNCTION BOX NORMAL FLOW FLOW SPLIT STRUCTURE CLARIFIER 4 137.50 137.50 EFFLUENT DISTRIBUTION BOX FLOW CONTROL VALVES CHANNELS CHANNELS PARSHALL FLUME INV EL 139.08 PUMPS HYDRAULIC PROFILE PRIMARY PEPS WATER SURFACE LEGEND: PHASE 3 CLARIFIERS 1-4 INLET NOTES: J -BOX BOX PHASE 3: WATER SURFACE ELEVATIONS.BASED ON ALL 1. THIS PROFILE TAKEN FROM DURHAM FACILITY PHASE 3 EXPANSION PROJECT, DRAWING 21. ® TRAINS IN- SERVICE, FOUR PRIMARY CLARIFIERS 2. PEPS WET WELL WATER SURFACE ON PHASE 3 DRAWING 21 WAS 162.35. CURRENT OPERATIONAL WET WELL LEVEL IS 160.67. IN-SERVICE, AND ZERO PERCENT SCREEN,BLOCKAGE. 3. ASSUMPTION: 3 OF 4 SCREEN /GRIT TRAINS IN -SERVICE (TRAIN 4 IDLE). SCREEN LOSSES BASED ON EXISTING 1/2 -INCH BAR OPENINGS. • SEE WATER SURFACE LEGEND SEE TABLE AT RIGHT 9 BOTTOM OF SCREEN CHANNEL J 175 47 17fi 177.45 178.1 19 SCREEN ROOM WEIR CREST • INFLUENT GATE / SLAB EL 180.33 EL 172.7 PRIMARY PC FLOW SPLIT HES PC FEED BOX WS BOTTOM OF PC PC POOL WS CLARIFIER MGD (1) EL (2) V -NOTCH WEIR EL EL 190 / 175.82 174.80 174.73 174.09 173.56 173 55 PC CLARIFIER 41.40 170.78 164.75 165.09 . \ 190 PC NO.2 41.40 171.81 164.75 165.09 176.50 PC NO.3 48:60 172.46 166.25 • 166.60 177.73 178.39 1 174.28 172.46 175.95 176.40 ! I % 175.10 175.04 173.55 \ 168.04 PC NO.4 48.60 170.25 166.25 168.60 `� V -NOTCH WEIR \ 180 _ (J (l INV EL 188 180 ` _ i 173.64 _ I - / NOTES: TOTAL 0 180.00 [[// 1.6.60 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS BASED ON EQUAL SURFACE OVERFLOW RATES. V 166.45 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOXES FEEDING PRIMARY CLARIFIERS. CL 168.75 -- = - 170 ]] j r - J - 170 b \- 173.00 17250 171.50 J 172.50 az•ssa" SCREEN I-_ `_ WATER SURFACE LEGEND: PHASE 4 EXP - 180 MGD FORCE MAINS CHANNEL 160 FROM INFLUENT NO.4 / � 1 60 180 MGD: WATER SURFACE ELEVATIONS BASED ON ALL PUMP STATION J �� ? TRAINS IN- SERVICE. FOUR PRIMARY CLARIFIERS 161.42 163.00 TO IN -SERVICE, AND ZERO PERCENT SCREEN BLOCKAGE. GRIT PEPS SCREEN LOSSES BASED ON EXISTING 1/2 -INCH BAR OPENINGS. CHAMBER RECTANGULAR SECTION 180 MGD: WATER SURFACE ELEVATIONS BASED ON 25% 150 N0.4 OPEN CHANNEL CONDUIT 150 ®XX.5 X x SCREEN BLOCKAGE. SCREEN LOSSES BASED UPWELL ®XX.XX X ON EXISTING 1/2 -INCH BAR OPENINGS. (ROCKTRAP) ` 25 MGD: WATER SURFACE ELEVATIONS BASED ON 25% I NOT IN CONTRACT SCREEN BLOCKAGE. SCREEN LOSSES BASED ON EXISTING 1/2 -INCH BAR OPENINGS. 140 140 25 MGD: WATER SURFACE ELEVATIONS BASED ON ALL HEADWORKS HEADWORKS DEGRITTED HEADWORKS PRIMARY CLARIFIER NO.3 SHOWN FLOW THROUGH SCREEN/GRIT TRAIN NO.4 AND PRIMARY NO.3, r INFLUENT JUNCTION BOX EFFLUENT (FOR HYDRAULIC DATA TO PC1 AND ZERO PERCENT SCREEN BLOCKAGE. SCREEN LOSSES o STRUCTURE STRUCTURE THROUGH PC4 SEE TABLE AT RIGHT) BASED ON EXISTING 1/2 -INCH BAR OPENINGS. (HES) HYDRAULIC PROFILE - 180 MGD (IPS STAGE 1) NOTES: 1. THIS HYDRAUTIC PROFILE TAKEN FROM DURHAM FACILITY PHASE 4 EXPANSION SHEET 14. . 2. 25 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL FLOW THROUGH SCREEN /GRIT TRAIN NO.4 AND PRIMARY NO.3. 3. 180 MGD DATA: WATER SURFACE ELEVATIONS BASED ON ALL SCREEN, GRIT AND PRIMARY CLARIFIER TRAINS IN- SERVICE (FOUR PRIMARY CLARIFIERS IN- SERVICE). 4. SCREEN LOSSES BASED ON EXISTING 1/2 -INCH BAR OPENINGS. . DESIGN BMC 9 �a rs C DURHAM AWTF VERIFY SCALES JOB NO. DRAWN 3 s E �, N R � s , w r -. 7558C.10 ...ONE INCH ON DRAWING NO. FILTERS 1-4 RECONSTRUCTION PROJECT o EDL ° : _ " X 9 6 ' f � y ' • j W ,� 4 , _ , . ORIGINAL DRAWING CHECKED Z 1 , I W ¢ N ca r o ' ' 1'' • _ G Q C leanWater Services GENERAL - 0 ® 1' G -5 JFM „ , ce a N ,• ^ w , Engineers Working Wonders With Wat er'" r� DATE � r 4, r. 9t9' 2 Om commitment is clear. HYDRAULIC PROFILE - 1 IF NOT ONE INCH ON SHEET NO. 105 , MGD TOTAL 1 161.75 'INCLUDES 21 MOD FROM EXCESS FLOW PUMPS) 170 WEIR EL 161.50 1 162.60 162.60 1 162.44 EMIR 160.33 WEIR EL 158.27 1 756 1 54.01 E o ((i59.43J 1 155.00 1 - 156.93 / WEIR EL. 155.28 IIRWEI 11-S-____ 154.04 1 WEIR EL. 153.88 WEIR EL. 151.75 WEIR EL. 138.25 160 (,...----1 i .2_---- ______ C___ - 4 _ - _ / 152.62 1 ,s2.00 140.17 1 I v v v v VV 1 761.95 F _ _ _ v 138.68 138.171 150 - - -" 133.49 1 J SECONDARY CHEMICAL )I EFFLUENT MIX BOX DISTRIBUTION CHLORINE STRUCTURE MIX ZONE id 42" & • ,1 1 ', ® TUALATIN RIVER _ 72" 1 � (100 YEAR FLOOD WS EL. 126.0 +)130 CHEMICAL CHEMICAL CHLORINE r METE ` 11• CLARIFIER N0.1 CLARIFIER N0.1 CONTACT I AERATION BASIN 4 SECONDARY (FIRST STAGE) (SECOND STAGE) BASIN N0.1 - 1 1 V CLARIFIER 4 - 1 120 O MGD - 50.25 16.50 37.5 MGD 21 MGD TO EXCESS FLOW BASIN 105 MGD r EFFLUENT CLEARWELL 170 MGD MGD FROM PC 1 & 2 170 FILTER k EFFLUENT FLOW 1 16268 11 63.35 IR 63 25 METER /DECHLORINATION EL 1 STRUCTURE Lai110 v 160 154.70 1 160 MH E -t / 153.88 I 1 100 v i a6" 6. 1 • 150 / 454 42.83 133.49 1 150 DIFFUSER -1 ^• a8" WEIR /EL 3 OUTFALL 1 46" CONNECTION J ' 90 48' CONNECTION 60' FROM PC 2 Z i ' 1 00 0 _ TO PC 3 EFFLUENT. I 54' CONNECTION - 1 }710 ' 133.16- 140 FROM PC 1 Z ', r . . 140 a = �I ® � ' II Vi II � ' TUALATIN RIVER PRIMARY EXCESS FLOW OVERFLOW FLOOD EL 126.00 CLARIFIER STRUCTURE r • 1 -6 J -BOX MH EFP -2 130 �� I 130 MH EFP -5 60' CONNECTION TO 1 EXCESS FLOW PUMP STATION \ v 60" CONNECTION FROM DECHLORINATION STRUCTURE NOTE: 120 120 1. THESE HYDRAULIC PROFILES WERE TAKEN FROM DURHAM FACILITY PHASE 3 EXPANSION PROJECT, DRAWING 21 & 22. THEY ARE FOR INFORMATION ONLY AND NOT FOR CONSTRUCTION. BASIN OUTFALL NO. 1 vi INLET WEIR SURGE INLET STRUCTURE STRUCTURE BASIN NO 1 1 110 110 MH E -1 0 • 100 100 DIFFUSER OUTFALL 1 000 90 90 DESIGNED BMC w „5,0 P RO! W JOB NO. DRAW =_ �s N (;i NE'� �. 1 i DURHAM AWTF VE RIFY SCALES 7558C.1 EDL a' 19 3 w BAR IS ONE INCH ON DRAWING 140. E `�� _ _ �� 1� FILTERS 1-4 RECO NSTRUCTION PROJECT OR GNAL DRAWING co CHECKE i w JFM Ie , ,,,_ s L� , • $ Fnninoorc Wndri.,.. 1111,-....4,... IA /M, 1A4.4...*,. C1eanWater. '''. Services GENERAL 0 I G -6 1A. t7UA I IN(. WUKK A"MUYYN UN 1 Mt Mtli17AIVIl.AL ANU UtMULI 1 PUN ,... 000V c'r V VJr1-lnv V,. ern r,rn.v Vn,u.. oc i., V,• .■1•1..7 , II.V V , r,.,V , V,.LV -- P R E - - - -- - - -- L / —• -••• -- • —• • • IS FOR INFORMATION ONLY. CONTRACTOR SHALL LOCATE TIE -IN INSTALLED WITH A GAP OF 1.25'. H SS A I R POINTS BETWEEN NEW AND EXISTING WORK AND FIELD VERIFY NEW OR EXISTING STRUCTURES HIDDEN OR FLUSHING I- SLIDE GATE r AND LOCATE EXISTING WORK PRIOR TO THE SUBMITTAL OF 2C. BSSC SHALL BE INSTALLED TO ALLOW THE REMOVAL OF SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW SURVEYED COUPLING WITH REMOVING PIPING OR PIPE SUPPORT. THIS MAY r AIR VENT —®- SLUICE GATE PIPE INVERTS AND LOCATIONS FOR TIE -IN POINTS AND FOR INCLUDE BUT NOT BE LIMITED TO INSURING THE BOLT - PATTERN NEW PIPING (TRIPLE LINES) - - - - - -- - - - - AREAS INDICATED ON THE DRAWINGS. IS ACCESSIBLE OR THE COUPLINGS IN PARALLEL PIPES ARE ^�� 1 y1 STRAINER: WYE TYPE 2A. CONTRACTOR SHALL INCLUDE IN THE BID DEMOLITION OR SUITABLY SPACED. NEW PIPING HIDDEN (TRIPLE LINES) --------------- - - - - -- - BLOWER DISASSEMBLY OF ANY EXISTING WORK NOT INCLUDED IN 3C. A PIPE SUPPORT WILL BE LOCATED BETWEEN 1 AND 3 FEET ).- I W I WO F TYPE • DEMOLITION DRAWINGS BUT REQUIRED FOR INSTALLATION OF FROM EITHER SIDE OF A BSSC EXF AND FXF COUPLINGS NEW PIPING (SINGLE LINE) u OFF THE WORK. INSTALLED IN THE HORIZONTAL UNLESS OTHERWISE INDICATED CALIBRATION COLUMN VALVE: ANGLE 3A. DEMOLITION OF EXISTING WORK AS SHOWN ON THE DEMOLITION ON THE DRAWING. NEW PIPING HIDDEN (SINGLE LINE) ( � p DRAWINGS SHALL INCLUDE PIPING, PIPE SUPPORTS, VALVES, 4C. UNLESS OTHERWISE NOTED, ALL MECHANICAL JTS ARE RESTRAINED. Y COMPRESSOR/TURBINE VALVE: AIR RELIEF FLOWMETERS AND APPURTANCES AS WELL AS CONCRETE WORK -- - -- III//// ASSOCIATED WITH THE PIPE SUPPORTS. CONTRACTOR SHALL 5C. UNLESS OTHERWISE NOTED, ALL PUSH -ON JTS ARE RESTRAINED. EXISTING PIPING (TRIPLE LINES) _ - --- -_ - _ -_- _- _ -_- _ -_- REPAIR AREAS OF DEMOLISHED CONCRETE PER SPECIFICATION —HOB VALVE: BALL 01752 OR AS INDICATED ON THE DRAWINGS PER S280/TYP. D. GENERAL Il DIAPHRAGM SEAL —Kci_ VALVE: BALL CHECK 1 D. FOR LOCATION AND SPECIFICATION OF PRESSURE GAUGES SEE EXISTING PIPING HIDDEN (TRIPLE LINES) - 1 4A. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF EXISTING INSTRUMENTATION DRAWINGS AND SPECIFICATIONS. FOR DRAIN —1\1— VALVE: BUTTERFLY OUT-OF-SERVICE PIPING. THESE SUPPORTS SHALL BE SHOWN ON INSTALLATION OF PRESSURE GAUGES SEE INSTRUMENTATION EXISTING PIPING (SINGLE LINE) THE PIPING SHOP DRAWINGS SUBMITTALS. TYPICAL DETAILS. ADDITIONAL PRESSURE GAUGES REQUIRED — IVJH - VALVE: CONE 5A. REPAIR OF EXISTING AND ABANDONED PENETRATIONS SHALL BY THE MECHANICAL SPECIFICATION SHALL BE PROVIDED AND M ELECTRIC MOTOR BE PER S280/TYP UNLESS OTHERWISE NOTED. ALL ABANDONED INSTALLED PER INSTRUMENTATION SPECIFICATIONS. EXISTING PIPING HIDDEN (SINGLE LINE) - - - - - - - - - - - - - 0 - --17CI- VALVE: DIAPHRAGM OR DEMOLISHED PENETRATIONS SHALL HAVE SLEEVES REMOVED; 2D. ALL AUTOMATED VALVES ON LPA SHALL FAIL CLOSED. ALL AUTOMATED EXPANSION JOINT, VALVE: FLAPPER CHECK OR CAPPED AND BLIND FLANGED IF THE SLEEVE IS A PIPE SPOOL NEW EQUIPMENT OR PIPING CENTERLINE - - - -- -- F VIBRATION WITH RESTRAINT RING IN CONCRETE AND WILL NOT INTERFERE FE VALVES SHALL FAIL LAST POSITION. JOINT INT CQ VALVE: GATE WITH NEW OR EXISTING PIPING. EXISTING EQUIPMENT OR PIPING CENTERLINE ® FAN: EXHAUST /SUPPLY VALVE: GLOBE B. PIPE SUPPORTS DK 1B. ANCHOR BOLTS FOR ALL PIPE SUPPORTS AND PIPE SUPPORT NEW EQUIPMENT BEAMS SHALL BE 304 STAINLESS STEEL. DI FILTER - VALVE: NEEDLE - r 2B. PIPE SUPPORTS INTERNAL TO THE PIPE GALLERY SHALL BE HOT NEW EQUIPMENT HIDDEN DIPPED GALVANIZED. GALVANIZING SHALL BE REPAIRED BY el FLOOR DRAIN I0( VALVE: PLUG CONCENTRIC COLD GALVANIZE IF DAMAGED BY WELDING. 38. CONTRACTOR SHALL USE TEMPORARY SUPPORTS FOR EXISTING EXISTING EQUIPMENT Q GAUGE: PRESSURE KIN VALVE: PLUG ECCENTRIC PIPING DURING CONSTRUCTION WHERE PIPING OR SUPPORTS ARE REMOVED FOR DEMOLITION OR FOR INSTALLATION OF NEW PIPING NEW FITTING VALVE: PRESSURE RELIEF OR SUPPORTS. GAUGE DIFFERENTIAL � REGULATOR EDUCING 4B. CONTRACTOR SHALL NOT REMOVE PIPE SUPPORTS OR PIPING EXISTING TO BE REMOVED / -/ / - / / / / / / / / / -/ II PRESSURE FROM IN- SERVICE PIPING WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. MIXER N— VALVE: SWING CHECK NEW PIPING CALL -OUT ( 3' PW U OIL OR MOISTURE TRAP - VALVE: VACUUM EXISTING PIPING CALL-OUT ❑ PRIMARY LEVEL ELEMENT: 3^ FW \ ^.. II PROBE BACKPRESSURE DIRECTION OF FLOW C J REGULATOR DIRECTION OF SLOPE OF PIPE PRIMARY LEVEL ELEMENT: SELF-CONTAINED .�. ULTRASONIC [ BACKPRESSURE p'4 REGULATOR W/EXTERNAL v PRIMARY FLOW ELEMENT: PRESSURE TAP TYPF OF .1OINT THREE I INF PIPF TYPF OF . IOINT THREE LINE PIPE VAI VF SYMROI S FLUME TYPF OF . IOINT THRFF I INF PIPF RN D tF��1 ING OR COUPLFR OR COUP! • FR ■ OR C:OUPI FR F E PRIMARY FLOW ELEMENT: C4 CO X = C - COR10 PRESSURE - REDUCING R EXTERNAL FLANGED JOINT FLANGED COUPLING ADAPTER _ BOLTED SPLIT - - - - - - BUTTERFLY - - - - - © XX M MpG I REGULATO W / - � 411 SLEEVE COUPLING VALVE XX ° = R pPT - P R P LTA �OTp B PRESSURE TAP X ■ R E E X -f• j, . T —{ QUICK DISCONNECT TTFFF MECHANICAL JOINT - -- - -- - - �1It1�_ BOLTED SPLIT _ _ _ _ _ _ �l In _ l�� I NIC COUPLING (FEMALE) RESTRAINED , , SLEEVE COUPLING PRESSURE URE WASHER FLANGED COUPLING ADAPTER E x E - _ - - - n - PRIMARY FLOW ELEMENT: HOSE R BALL VALVE WEIR F F MOD RESTRAINED _ _ _ _ n Q THERMOSTAT MECHANICAL JOINT FLEXIBLE COUPLING - - - -- - -- - BOLTED SPLIT _ _ - PULSATION DAMPENER SLEEVE COUPLING F x F MODIFIED 1 P J PNEUMATIC OPERATOR WELDED JOINT - E:E2 RESTRAINED - E F - - GATE VALVE - - - --- - PUMP: CENTRIFUGAL FLEXIBLE COUPLINGI�i- SLEEVE COUPLING FOR STEEL PIPE ,� E x F PUMP: METERING PUSH -ON JOINT - Trii - //�� - - �i RESTRAINED -I � ECCENTRIC y +(� _� ~ PUMP: PROGRESSIVE CAVITY FLEXIBLE COUPLING PLUG VALVE l�U�J� V RESTRAINED R FOR FLANGED PIPE I I PUSH ON JOINT - O PUMP: ROTARY ii W ■ - PUMP: SCREW _ ' a DISMANTLING JOINT - �I1hf I� l■ SCREWED JOINT I 6 PUMP: SUBMERSIBLE SuS EXPANSION JOINT - 01 PUMP: VERTICAL LIFT o CONCRETE OR CLAY I PIPE JOINT - T D REDUCER: CONCENTRIC GROOVED COUPLING - REDUCER: ECCENTRIC GROOVED - r N i - - RUPTURE DISK ROOVED COUPLING FLANGE ADAPTER DESIGNED O A D URHAM AWTF VERIFY SCALES NO D R � 5 ` fR NG N . f Z DRAWN C vp 7558C.10 • ' �� FILTERS BM IS ERS 1-4 RECONSTRUCTION PROJECT ORIGINAL WING CHECKED i y DRAWING NO. Y EDL E = 1% , �/ z z ,� ` BAR DRAWING Y , [ , , C1eanWater Services GENERAL 0 ®1� G -7 JFM e ,, a a „ ; Engineers...Working Wonders With Water a ,,,,, B _... -.na +` 0 Our cominitmcul is clear. MECHANICAL C;FNFRAI N(ITPC - ..- _.._____.. SFIFFT 1.In crvvlrvccrt ■r Nry • VIJ,INCI • •+• ••••+ • •+� • •+� ..v vvv , , .. 2. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL 2. BRING EXISTING DETERIORATED REBAR TO ATTENTION OF ENGINEER TO DETERMINE IF BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. NEW REBAR MUST BE ADDED. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. REVIEW EPDXY GROUT AND MORTAR INSTALLATION METHODS WITH MANUFACTURERS REPRESENTATIVE TO CONFIRM METHODS ARE APPROPRIATE FOR SITE CONDITIONS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. CODES: ARCH /STRUCT HATCH PATTERNS: OREGON STRUCTURAL SPECIALTY CODE, 2007 ;. yj ° . REINFORCED CONCRETE: AMERICAN CONCRETE INSTITUTE ACI 318 -05. �` Z UNDISTURBED ® MASONRY ASCE 31 -03: SEISMIC EVALUATION OF EXISTING BUILDING .�� O SO IL WALLS (plan) ASCE 7 -05: MINIMUM DESIGN LOADS FOR (NEW) BUILDINGS AND OTHER �� STRUCTURES. ��t ��F STRUCTURAL = STEEL ACI 350-06 0-06 CODE REQUIREMENTS FOR ENVIRONMENT OF CONCRETE STRUCTURES E o BACK FILL ( secton) ACI 350.3-06: SEISMIC DESIGN OF LIQUID CONTAINING CONCRETE STRUCTURES. 5. LOADING CRITERIA: ABC • _ • = WELDED WIRE MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE INTERNATIONAL FABRIC BUILDING CODE. DEAD LOAD CALCULATED • • " .-' CONCRETE GRATING (section) LIVE LOADS SEE PLANS ...................... ..... GROUT/ GRATING LATERAL SURCHARGE EQUIVALENT TO 2 FT OF SOIL CONC FILL (plan) HYDROSTATIC FLUID PRESSURE 63 PSF/FT , GRAVEL • BEARING BAR • • DIRECTION WIND LOAD: BASIC WIND SPEED 85 MPH EXPOSURE CATEGORY B IMPORTANCE FACTOR Iw = 1.0 PAVEMENT SEISMIC CRITERIA: SEISMIC COEFFICIENTS Ss 0.927 F 1 0.334 ADDITIONAL ABBREVIATIONS : Fv 1 1 1.77331 1 F. ABC AGGREGATE BASE COURSE BRG BEARING NON- BUILDING STRUCTURE DIM DIMENSION RESPONSE MODIFICATION FACTOR R 2.5 DP DEEP • • IMPORTANCE FACTOR 1 1.25 FRP FIBERGLASS REINFORCED PLASTIC H1E HOOK ONE END SNOW LOAD: 25 PSF H2E HOOK TWO ENDS HAS HEADED ANCHOR STUD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL 6. CONSTRUCTION LOADS: T /ABC TOP OF ABC STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED T.O.S. TOP OF STEEL (BEAM) STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY WP WORK POINT BRACING AND BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. • 7. DEFERRED SUBMITTALS: A. THE FOLLOWING PORTIONS OF THE PROJECT ARE DEFERRED SUBMITTAL ITEMS • PER OSSC 2007 SECTION 106.3.4.2 AND HAVE NOT BEEN DESIGNED BY THE ENGINEER OF RECORD: 1. BACKWASH LAUNDER ANCHORAGE. B. DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL DURING THE CONSTRUCTION PHASE OF THE PROJECT. C. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE ENGINEER OF RECORD HAS REVIEWED THE SUBMITTAL DOCUMENTS AND INDICATED THAT THEY HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING OR STRUCTURE. • a SPECIAL INSPECTIONS AND TESTING : 1. SEE G - 9. w STRUCTURAL OBSERVATIONS: t 1. SEE G -9. ill DESIGNED 1Ruc1 KAM a 0 PRy W DURHAM AWTF VERIFY SCALES JOB NO. DRAWN z � . ;" o ne �s �� • 7558C.10 EDL W � � I 76y 2 W � • FILTERS 1-4 RECONSTRUCTION BARISONEINCHON DRAWING NO. . J ``l NSTRUCTION PROJECT ORIGINAL DRAWING m o CHECKED = � • ® . Clean V ater Services GENERAL 0 ®1' G-8 HR : 2 1 Engineers...Working Wonders With Water DATE m pp� u,a, Our commitment Is cleat. GENERAL STRUCTURAL 6NOT ONE INCH ON SHEET NO. THE PROJECT REHABILITATES EXISTING WATER BEARING 1. OUTSIDE AIR /OCCUPANCY VENTILATION TABLE: 1. SPECIAL INSPECTION SHALL BE IN ACCORDANCE WITH IBC 1. STRUCTURAL OBSERVATION SHALL BE IN ACCORDANCE NOT APPLICABLE STRUCTURES TO RESTORE PLANT CAPACITY. WITH THIS SECTION 1704 TOGETHER WITH LOCAL AND STATE WITH IBC SECTION 1709 TOGETHER WITH LOCAL AND STATE CONSTRUCTION, EXISTING FILTERS WILL BE REFURBISHED 2. SPECIAL VENTILATION: NOT APPLICABLE AMENDMENTS. REFER TO THE TABLES CONTAINED ON AMENDMENTS. TO RESTORE FLOW CAPACITY THROUGH THE FILTER. THESE GENERAL SHEETS FOR PROJECT SPECIFIC THE FILTER BACKWASH SYSTEM HAS BEEN CHANGED TO AN INSPECTION TYPES AND FREQUENCIES. 2. ONSITE STRUCTURAL OBSERVATION WILL BE PERFORMED AIR SCOUR SYSTEM. ASSOCIATED PIPING HAS BEEN ADDED • ` " = • - • • 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL AT LEAST ONCE A MONTH, PLUS AT COMPLETION, FOR EACH TO THE FILTER GALLERY. THE STRUCTUE IS NOT NORMALLY 1. METHOD OF ANALYSIS: NOT APPLICABLE, VENTILATION ONLY, BE PERFORMED BY AN APPROVED ACCREDITED IDENTIFIED SEISMIC FORCE OR WIND FORCE - RESISTING OCCUPIED. NO HEATING OR COOLING. INDEPENDENT AGENCY. THE OWNER WILL SECURE AND PAY SYSTEM IDENTIFIED, INCLUDING FOUNDATIONS AND FOR THE SERVICES OF THE AGENCY TO PERFORM SPECIAL CONNECTIONS. REFER TO THE GENERAL STRUCTURAL • INSPECTION AND ASSOCIATED TESTS. NOTES FOR THE BASIC SEISMIC- AND WIND - RESISTING 3. INSPECTORS FOR EACH SYSTEM AND MATERIAL SHALL BE SYSTEMS FOR THE STRUCTURES INCLUDED IN THE WORK. SECTION I - GOVFRNINO COOFS: SECTION X - HA7AROOI IS MATFRIAI R INTERNATIONAL CODE COUNCIL (IOC) CERTIFIED OR 3. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE 2006 IBC /OSSC 2007 AMENDMENTS 1. HAZARDOUS MATERIALS IN BLDG: NONE OTHERWISE APPROVED BY THE BUILDING OFFICIAL. REGISTERED PROJECT DESIGN PROFESSIONAL FOR OSSC - OREGON STRUCTURAL SPECIALTY CODE 2 - 4. ITEMS NOT APPLICABLE 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION OMSC - OREGON MECHANICAL SPECIALTY CODE WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS. ' OFC - OREGON FIRE CODE DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. 4. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE OPSC - OREGON PLUMBING SPECIALTY CODE CFCTIf1N XI - ACt'FRCIRII ITY 5. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE THE RESPONSIBILITY FOR ANY REQUIRED SPECIAL OESC - OREGON ELECTRICAL SPECIALTY CODE 1. SPACE IS FREQUENTED ONLY BY PERSONNEL FOR ATTENTION OF THE CONTRACTOR FOR CORRECTION. INSPECTIONS OR INSPECTIONS BY THE BUILDING OFFICIAL. MAINTENANCE, REPAIR OR MONITORING OF EQUIPMENT AND IS NOT DESIGNED TO BE ACCESSIBLE 6. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS 5. STRUCTURAL OBSERVATION REPORTS, NOTING ANY RFCTIAN II _ RI 111 nWf: Ct7NRTRUCTIAN MTh. TO THE PHYSICALLY DISABLED. SHALL BE SUBMITTED TO THE ENGINEER, CONTRACTOR, DEFICIENCIES, WILL BE DELIVERED TO THE CONTRACTOR, 1. TYPE OF CONSTRUCTION: IIB 2 - 3. ITEMS NOT APPLICABLE BUILDING OFFICIAL, AND OWNER WITHIN ONE WEEK OF BUILDING OFFICIAL, AND OWNER WITHIN ONE WEEK OF THE 2. ACTUAL HEIGHT: 4FT INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. OBSERVATION. THE CONTRACTOR WILL BE NOTIFIED 3. MAXIMUM ALLOWABLE HEIGHT: 55 FT INSPECTIONS FOR WHICH REPORTING SHALL BE REQUIRED ON -SITE OR BY PHONE WITHIN 24 HOURS UPON FINDING ' 4. ACTUAL STORIES: 1 • • _ ARE NOTED IN THE TABLES CONTAINED ON THIS PLAN. DEFICIENCIES. 5. MAXIMUM STORIES ALLOWED: 3 7. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL 6. BASEMENT: YES 1. SPACE IS FREQUENTED ONLY BY PERSONNEL FOR INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED 6. A WRITTEN STATEMENT WILL BE. PROVIDED UPON ' 7. ACTUAL AREA PER FLOOR: 3,275 EXIST MAINTENANCE, REPAIR OR MONITORING. RESTROOMS DISCREPANCIES SHALL BE SUBMITTED UPON COMPLETION COMPLETION OF CONSTRUCTION TO VERIFY THAT THE 8. TOTAL AREA OF BUILDING: 3,275 EXIST ARE PROVIDED ELSEWHERE ON SITE. OF CONSTRUCTION. STRUCTURAL OBSERVATION SITE VISITS WERE COMPLETED. 9. MINIMUM SETBACK: >250' THE STATEMENT. WILL ALSO INDICATE WHETHER THERE ARE STRUCTURAL DEFICIENCIES THAT HAVE NOT BEEN RFCTION XIII - l INAFRRROI IWO ANT) PAWN TRANSFARMFRS: RESOLVED. SFCTIAN III - RI III nINR ACC'd1PANCY T)ATA: 1. TRANSFORMER LOCATIONS: NONE ADDED 1. OCCUPANCY CHANGE: NONE 7 . STRUCTURAL OBSERVATION SHALL INCLUDE VISUAL 2. OCCUPANCY GROUPS: F -2 ( ALL) SECTION. XIV SP_ECLALINRPFCTIONS.BTRUCT IRAL OBSFRVATION TABLE 1 OBSERVATION OF THE STRUCTURAL SYSTEM AT 3. OCCUPANCY GROUPS EA FLOOR: F -2 REQUIRED NON - STRUCTURAL SPECIAL INSPECTION SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION 4. OCCUPANCY GROUPS EA ROOM: NOT APPLICABLE fIFFFRRFT) Sl IRMITTAI R REFER TO SPECIFICATION SECTION 01455 OF THE STRUCTURAL SYSTEM FOR EACH STRUCTURE 5. SEPARATED OR UNSEPARATED USE: UNSPARATED 1. SPECIAL INSPECTIONS: SEE INFO AT RIGHT CONTAINED IN THE WORK. THE CONTRACTOR SHALL 6. INCIDENTAL USE: NOT APPLICABLE 2. STRUCTURAL OBSERVATION: SEE INFO AT RIGHT REQUIRED SCHEDULE AND FACILITATE STRUCTURAL OBSERVATIONS, 7. TOTAL OCCUPANT LOAD EA FLOOR: NOT APPLICABLE 3. DEFERRED SUBMITTALS: SEE INFO AT RIGHT REPORTING BY ACCOUNTING FOR THE POTENTIAL NEED FOR PERIODIC CONTINUOUS SPECIAL MODIFICATIONS, FOR THE FOLLOWING: 8. TOTAL OCCUPANT LOAD EA ROOM: NOT APPLICABLE RFCTIQN XV - RCCM RPFCIFIC RFOI IIRFMFNTR OWNER OWNER INSPECTOR TO 9. TOTAL OCCUPANT LOAD EA OCCUPANCY GROUP: NOT FURNISHED FURNISHED DESIGNATED APPLICABLE 1. USE: WATER FILTRATION 2003 IBC CODE REFERENCED SPECIAL SPECIAL DISTRIBUTION 2. OCCUPANCY GROUP: F -2 (ALL) SYSTEM OR MATERIAL REFERENCE STANDARD INSPECTION INSPECTION LIST SFCTION IV - RI 111 nING ARFA RATA °ACTIIAL° ANT) 'AI l CWARI F- 3. FLOOR AREA: NOT APPLICABLE GENERAL NOT APP OCCUPANT LOAD: APPLICABLE 1. OCCUPANCY CHANGE: NONE, SECTION NOT APPLICABLE 4. 1703.4.2, 5. OCCUPANT LOAD FACTOR: NOT APPLICABLE INSTALLATION OF 1704.13 ITEM 3 6. NUMBER EXITS REQUIRED: NOT APPLICABLE MATERIALS THAT ICC-ES SECTION V - °FIRF RFSISTIVF° RI III nIN(; Fl FMFNTS: 7. NUMBER EXITS PROVIDED: NOT APPLICABLE REQUIRE ADDITIONAL EVALUATION X X NONE - SECTION NOT APPLICABLE 8. LONGEST EXIT PATH EA ROOM: NOT APPLICABLE MANUFACTURER'S REPORTS ■ 9. LONGEST EXIT PATH EA FLOOR: NOT APPLICABLE INSTRUCTIONS BEYOND CODE REQUIRMENTS SFCTICN VI - Rllll nINr, •FXITIN( NONE - SECTION NOT APPLICABLE DEFERRED SUBMITTALS ITEM SPECIFICATION BACKWASH TROUGH 06611 SFCTICN VII - RI III nlN(: 'FIRF nFCTFCTInN ANT) RI IPRFRRICN °• NONE - SECTION NOT APPLICABLE S 1 IS w t W H O . DESIGNED LC 51RU[fLL4y NO. DRAWN il „14 F EIX 766 r , P ' : 9 DURHAM AWTF VERIFY SCALES 7558 0 o b ♦ . 7 W f carclio 7 -1/4";47: BM IS ONE INCH ON DRAWING NO. LJ FILTERS 1-4 RECONSTRUCTION PROJECT owalNn�onnwlNo p ' CHECKED m 1 , , ' . JAIHR = oaccor+ Clean VVL er Services ---- -- _ GENERAL - - -- -- - 0 ®1' G 9 �w 2 1 . EnainPMYS . wnrlrinn W�n�.c IAle►f, w...- Mr ABBREV DESCRIPTION ABBREV DESCRIPTION ABBREV DESCRIPTION ABBREV DESCRIPTION ABBREV DESCRIPTION AB ANCHOR BOLT EW EACH WAY N NORTH TEL TELEPHONE SERVICE ABE AERATION BASIN EFFLUENT ABBREV ABBREVIATION EXIST EXISTING NA NOT APPLICABLE OR TELEPHONE ABI AERATION BASIN INFLUENT ABC AGGREGATE BASE COURSE EXP EXPANSION NC NORMALLY CLOSED TEMP TEMPERATURE ACB AIR CIRCUIT BREAKER EXT EXTERIOR NCHO NORMALLY CLOSED TFR TRANSFORMER BD BASIN DRAIN PANELS HEAD OPEN THK THICK BDD BASIN DRAIN DISCHARGE ACU AIR CONDITIONING UNIT NDV NEEDLE VALVE THRU THROUGH BCWS BACKWASH SUPPLY ADA AMERICANS WITH NG NATURAL GAS DISABILITIES ACT FACP FIRE ALARM CONTROL NIC NOT IN CONTRACT TOC TOP OF CONCRETE BWW BACKWASH WASTE ADJ ADJUSTABLE PANEL TOG TOP OF GRATING CD CHANNEL DRAIN A A FLOOR FAN FAN ANCHOR NO NORMALLY OPEN TOS TOP OF STEEL �M�utttt FLAT BAR NO OR # NUMBER D / BD DRAIN AND BASIN DRAIN TOW TOP OF WEIR NOHC NORMALLY OPEN HEAD Al ANALOG INPUT FC FLEXIBLE CONNECTION TYP TYPICAL FE FILTER EFFLUENT AIC AIR COMPRESSOR OR FLEXIBLE COUPLING NOM C LO S ED T&B CLOSED AND BOTTOM Fl FILTER INFLUENT AID AIR RMY FCA FLANGE COUPLING ADAPTER NP NATIONAL PIPE THREAD AI FIRE FIRE WATER ALTERNATE FDN FOUNDATION NTS NOT TO SCALE FW FLUSH WATER ALM N AL ALUM ALUMINUM FEC FIRE EXTINGUISHER CABINET NV NEEDLE VALVE UPS UNINTERRUPTIBLE POWER HPA HIGH PRESSURE AIR AO ANALOG OUTPUT FEXT FIRE EXTINGUISHER SUPPLY HPNPW HIGH PRESSURE NONPOTABLE WATER APPROX APPROXIMATE FF FAR FACE AUTO AUTOMATIC FACTORY FINISH OC ON CENTER HPNPWS HIGH PRESSURE NONPOTABLE WASH FG FINISH GRADE OCL OPEN -CLOSE V OR VLV VALVE HW HOT WATER AUX AUXILIARY FIG FIGURE OD OUTSIDE DIAMETER VAC VACUUUM UM VC VAC COUPLER AV ANGLE VALVE HWR HOT WATER REURN AVG AVERAGE MP FAILS IN LAST POSITION OIS OPERATOR INTERFACE VCP VITRIFIED CLAY PIPE HWS HOT WATER'SUPPLY AVRV AIRNACUUM RELEASE VALVE FIT N FL FINISH STATION @ AT FIT FLOW INDICATOR/ OP OPEN VERT VERTICAL IRE IRRIGATION TRANSMITTER OPNG OPENING VFD VARIABLE FREQUENCY DRIVE LPA LOW PRESSURE AIR FL FLOOR OPP OPPOSITE VOL VOLUME NG NATURAL GAS FLEX FLEXIBLE OPR OPERATE(OR) VPBV V -PORT BALL VALVE NPW NONPOTABLE WATER BCV BALL CHECKVALVE FLG FLANGE OSC OPEN- STOP -CLOSE OF OVERFLOW BF BLIND FLANGE FLGA FLANGE ADAPTER OVFL OVERFLOW BFP BACK FLOW PREVENTER FLL FLOW LINE OVLD OVERLOAD W WEST PSC PRIMARY SCUM BFV BUTTERFLY VALVE FO FAILS OPEN OR FUEL OIL WC WATER CLOSET PW POTABLE WATER BLDG BUILDING FPR FIRE ALARM CABLE PAIR BLK BLOCK FR FORWARD - REVERSE WF WIDE FLANGE (BEAM) PWH POTABLE WATER (HOT) (COLD) BLKG BLOCKING PCV PLUG CONCENTRIC VALVE R BLO BLOWER FRP FIBERGLASS REINFORCED PEEP PERPENDICULAR WH WATER HEATS BM BEAM PLASTIC PEV PLUG ECCENTRIC VALVE WP WORKING POINT OR PE PRIMARY EFFLUENT BRG BEARING FSP FABRICATED STEEL PIPE PG PRESSURE GAUGE WEATHERPROOF SAM SAMPLE gRKR gREgK FT FOOT pH PHASE WS WATER SURFACE SAN SANITARY SEWER BSCIP BELL 8 SPIGOT CAST FTC FAIL TO CLOSE WWF WELDED WIRE FABRIC IRON PIPE FTG FOOTING PLC PROGRAMMABLE LOGIC W/ WITH SW SEAL WATER BSP BLACK STEEL PIPE FTO FAIL TO OPEN CONTROLLER W/O WITHOUT SWS SURFACE WASH SUPPLY BSSC BOLTED SPLIT SLEEVE COUPLING PMP PUMP W/S WELDED STEEL SD STORM DRAIN BTU BRITISH THERMAL UNITS GA GAGE OR GAUGE PNL PANEL V, VT VENT BV BALL GALV GALVANIZE (D) PR PAIR OR INSTRUMENT XFMR TRANSFORMER GFI GROUND FAULT INTERRUPTER CABLE PAIR GL GLASS PREFAB PREFABRICATED YD YARD C CONDUIT GLV GLOBE VALVE PRI PRIMARY C TO C CENTER TO CENTER GND GROUND PRV PRESSURE REDUCING VALVE CA CONCRETE ANCHOR GR GRADE PSI POUND PER SQUARE INCH GSP GALVANIZED STEEL PIPE CFM CUBIC FOOT PER MINUTE GTV GATE VALVE PV PLUG VALVE CHAN CHANNEL PVC POLYVINYL CHLORIDE CIP CAST IRON PIPE PVCP RIGID POLYVINYL CHLORIDE CIRC CIRCUMFERENTIAL HA HAND -AUTO PIPE LISP CAST IRON SOIL PIPE HLA HIGH LEVEL ALARM PVMT PAVEMENT CJ CONSTRUCTION JOINT HOA HAND- OFF -AUTO CL OR CL CENTER LINE OR HORIZ HORIZONTAL CLOSE (D) HPT HIGH POINT R RIGHT OR PLANT CMLSP CEMENT MORTAR LINED HPU HEAT PUMP UNIT RECYCLE FLOW STEEL PIPE HR HOSE RACK RAD CO CLEANOUT OR CONDUIT ONLY HTR HEATER RCP DICER REINFORCED CONCRETE COL CONC CONCRETE RE RDCR OR RED CONT CONTINUE (D) (OUS) OR RDY READY CONTROL C NSTRUMENTATION CONDUIT REF REFERENCE CPLG COUPLING D NTERIOR DIAMETER REINF REINFORCE (D)(ING))(MENT) CS CARBON STEEL N OR " NCH REJ RUBBER EXPANSION JOINT CSP CARBON STEEL PIPE NSTR NSTRUMENT (ATION) RECD REQUIRED CTD CENTERED NTR NTERIOR REV REVISION OR REVERSE CTSK COUNTERSUNK PB NSTRUMENTATION PULL BOX ACTING CU /0 NPUT /OUTPUT MODULE RM ROOM CUP COPPER PIPE RMT REMOTE CW COLD WATER JB JOIST BOX S SOUTH DBL DOUBLE JT JOINT SCHED SCHEDULE DEG DEGREE SCV SWING CHECK VALVE DET DETAIL SEC SECONDARY DI DISCRETE INPUT LAB L Y� SECT SECTION DIA OR 0 DIAMETER LAV LAVATORY SEL SELECT DIM DIMENSION LCP LOCAL CONTROL PANEL SH SHEET DIP DUCTILE IRON PIPE UM SW LIMIT SWITCH SIM SIMILAR DIPBS DUCTILE IRON PIPE, LLA LOW LEVEL ALARM SL SLOW BELL & SPIGOT LLCO LOW LEVEL CUT OFF SLOS START - LOCKOUT -STOP • DIPMJ DUCTILE IRON PIPE, LO LOCK OUT SLP SLOPE MECHANICAL JOINT LOP LOCK OPEN SOLV SOLENOID VALVE DIST DISTRIBUTION LOR LOCAL -OFF- REMOTE SP STOP DO ENGINE DIESEL OIL OR LOS LOCKOUT -STOP SPEC SPECIFICATION DISCRETE OUTPUT LRA LOCAL- REMOTE -AUTO SC SQUARE DR DRAIN OR DRIVE DV DIAPHRAGM VALVE LS LIMIT SWITCH SR STOP -RESET 05 DWG DRAWING LWS LOW WATER SURFACE SS SERVICE SINK OR LL L/L LEAD/LAG START -STOP g DULL LEAD /LAG/LAG -LAG SST OR ST STL STAINLESS STEEL E EAST OR BURIED ELECTRICAL UR LOCAL- REMOTE STA STATION EA EACH ECC ECCENTRIC STD STANDARD o MATL MATERIAL STL STEEL ED EQUIPMENT DRAIN MAX MAXIMUM STOR STORAGE EL ELEVATION MCC MOTOR CONTROL STR STRAINER ELB ELBOW CENTER STRL STRUCTURAL ELEC ELECTRIC (AL) MECH MECHANICAL EMBED EMBEDMENT MFRS MANUFACTURERS SUSP SUSPENDED ENGR ENGINEER MIN MINIMUM SWD SIDE WATER DEPTH EQL EQUAL MISC MISCELLANEOUS SWGR SWITCHGEAR EQPT EQUIPMENT MJ MECHANICAL JOINT SYMM SYMMETRICAL ES EMERGENCY STOP MV MOTORIZED VALVE EMERGENCY SHOWER AND MWS MAXIMUM WATER E EYEWASH SURFACE DESIGNED - - - rc DURHAM ATF VERIFY SCALES JGBNO. W Z W DRAWN p 4� X961? 5� � 0.t � NR� Cy � FS % W 'a ■ JFM r W 755BC.10 EDL � l EWA IS ONE ON DRAWING NO. p CHECKED i c W �� • DRAWING wCfl FILTERS 1-4 RECONSTRUCTION PROJECT oa C J cc CleanWater v Services GENERAL AL 0 1 G-10 w e fB • ,�°'•, G a Engineers...Working Wonders With Water- ARRREVIATIMIR / 1 PrzPni I _......- ...- ....., -.. SHEET NO. IP PROVIDE 1/4" - A - + 1 •�� '•" •� •• DRAINAGE HOLE MIN PIPE CENTERED ON JOINT (TYP) CONCRETE OR GROUTED MASONARY WALL -. T FITTING i \p- 4 1111111111 ' \ I, a 11 1 T. a . • PREFORMED CHANNEL Q ° I �- c d REQUERED� EI G GAP AS SPECIFIED OR CEMENT RTAR LIN AND TIE RODS FLANGE � _ HAS MEMBRANE INDICATED ON THE COATED STL PIPE WHEED RE Q CONDOR CLAMPS, BOLTS. NUTS. DRAWINGS. 3/8 MIN. SPECIFIED MO Pl a � .SMOTE 2 ROD HANGER _ a a 1 SECTION BAKED ENAMEL DUCTILE • � END OF PIPE COATING 0. ° ° d • END OF PIPE COATING IRON FLOATING FLANGES DISCS SEE NOTE 2 FINGER TIGHTEN NUTS • �• ��\ ° PRESSURE AGAINST ANCHOR PLATES. ��• 3/8' SST THREADED ROD ) _ • 0 DOUBLE NUTS SHALL BE T WHERE LENGTH EXCEEDS 3.0" ■ \ N .4s I I •• I�IrWir I Q �b ��, �� \ \�� PROVIDED AS LOCK NUTS. PROVIDE INTERMEDIATE I .I SUPPORTS AT 3'4Y O.0 MAX _ _ _ _ , II , I AIWIN ,Im fini I TIE RODS Illa _ 1 SQUARE WASHER AND ' % �/ __ .- _ I- • - - I�� a l• - r — _ - - I —_— "WM ,.. _ �, BACK TO BACK CONDOR PREFORMED CHANNEL CLAMP O • = °!- 1171INIFIlimill..; :I�� IZJGEDNEY n c ° ► GEDNEY O- ZJ ,•, TYPE CSMC '�'r:' . AS INDICATED RUBBER EXPANSION JOINT e �. TYPE CSML n d . ° PIPE DIAMETER • d n : 4 OR EQUAL 3/40 SST, NUTS. 8 LOCKWASHER OR EQUAL ° _ ° _ ON T HE DRAWINGS • AS REQUIRED (TYP) INSIDE OF - . • OUTSIDE OF v STRUCTURE • c STRUCTURE STIFFENER PLATE CONTINUOUS RING WHERE ° (TYP) REQUIRED BY AWWA Mil NOTES: NEOPRENE NOTES; PLAN SEALING RING 1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING, • I. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS. 2. MATERIAL FOR PREFORMED CHANNEL, FITTINGS, AND CLAMPS SHALL BE NOTES: 2. DESIGN SHALL BE BASED ON TEST PRESSURE. • AS SPECIFIED IN SECTION 18070. 3. SUPPORTS TO BE SPACED IN ACCORDANCE WITH NEC REQUIREMENTS 1. FILL. UPPER LAYER BEFORE HANGING RACEWAY FROM UNDERSIDE. 3. ANCHOR LUGS AND 11E RODS FOR STEEL PIPE SHALL BE DESIGNED BY FOR THE SMALLEST CONDUIT ATTACHED. PIPE MANUFACTURER IN ACCORDANCE WITH AWWA M11 STEEL PIPE MANUAL. 2. MATERIAL FOR PREFORMED CHANNEL. FITTINGS, AND CLAMPS SHALL BE AS SPECIFIED IN SECTION 16070. 4. GRIND ALL CORNERS SMOOTH. • 5. COAT ALL EXPOSED STL SURFACES WITH EPDXY PAINT PER SPECIFICATIONS. • EM101 CONDUIT SUPPORT EM102 CONDUIT TRAPEZE EM133 CORE HOLE P112 STEEL PIPE FLEXIBLE COUPLING P222 RUBBER EXPANSION JOINTS Ty'p - pm EXISTING STRUCTURES 'r S p CONDUIT WALL PENETRATION Typ N TIE DOWN 08 -01 -05 Typ N FOR STEEL PIPE 08 -01 -05 S g TS 3 . 1 . 14 CA . 4 -0 HEADER, • CONC ANCHOR W/ CENTERED ON HANGER ROD. PLACE COUPLING NUT TO TUE MATCH HANGER ROD DECK BE $PAN TACK NDICULAR WELD TO TO ROOF DECK. NUT AND I/8 . 3• . 3 PLATE WASHER �� e .... ...... Mali I Ella , 111 EXISTING INSULATION AND PLASTIC CONC SLAB BUILT -UP ROOFING COVER SST CONC METAL ROOF DECK I NUT INSERT FOR PIPES OUTSIDE LAYER OF ROD R OD 2"0 AND REINF SMALLER � p ADJUSTABLE RING HANGER, ..7.71,_ ONLY I � A D PATE L E CLEV1S H A . COAT EXPOSED ADJUSTABLE CLEVIS HANGER, REBAR 8 PIPE AND LARGER. AT CONC SLAB AT METAL DECK �, LINKSEAL (TYP) 1 m MEE 5/8% •I• SST CONCRETE • •g I ANCHOR W/ 2 WASHERS iii CORE DRILL EXISTING WALL 1 ■ 1 k REMOVE CONCRETE GROUT WELDED EYE ROD PROVIDE OPENING LARGE CONCRETE ENOUGH FOR PIPE AND (TYP BOTH SIDES) JOIST OR Y. PIPE HANGER RODS AND SUPPORT SPACING , LINK SEAL INSTALLATIO BEAM r1 PIPE DIA ROD DIA MAX SUPPORT SPACING c (INCHES) (INCHES) 2 AND LESS 3/8 5 FEET 2 1/2 TO 3 1/2 1/2 10 FEET AT CONC JOIST 4 TO 5 5/8 10 FEET OS OR BEAM 6 3/4 10 FEET w 8 7/8 10 FEET 1 10 7/8 10 FEET 12 7/8 10 FEET O NOTES: 18 7/8 10 FEET I 1. ISOLATE ALL COPPER PIPE FROM SUPPORT WTH PVC TAPE. 2. ALL MATERIALS SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 3. PROVIDE ADDITIONAL HANGER AT EACH SIDE OF ALL VALVES 4 INCHES AND LARGER. P302 PIPE PENETRATION THROUGH P630 PIPE HANGER TYP / EXISTING WALL 2-13 -08 T R SHEET 1 OF 2 12 -12 -08 DESIGNED JFM W LRLB Pa�� w _ gyp/ DURHAM AWTF VERIFY 7558C. 0 DRAWN V �S \ ,, Ne ,, ., Z C //. EDL z / �5 y � �' 0 BAR IS ONE CALL DRAWING . is W fin'/ : W FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAINING , r W 6 -• • - -• - -' — ! _- _ _\ l 7_1.�._ c.......,.on TYPICAL o ®1 -1 1 mar IF LOAD ON BRACKET EXCEEDS I IF LOAD ON BRACKET EXCEEDS I 300 LBS, USE L 3 x 3 1/4 300 LBS, USE L 3 A'S } . a •, ' BRACE. COPE LEG AS REOD. BRACE. COPE LEC READ. 1/ USE } /a'o SST CONCRETE ANCHORS IF MOUNTED CONC ANCHOR W/ ° ° ON WALLS. USE 3/4'0 SST CONCRETE INSERTS OR 11 1 I ANCHOR BOLTS ONLY, IF MOUNTED ON CEILINGS. COUPLING NUT TO e MATCH HANGER ROD T. 4 k SEAL WELD •• 4 SEAL WELD . Pr;' EXISTING CONC SLAB I I •I= • 1= 2 3/4 "o BOLT 1/2'0 SST CONCRETE �F / %�I BOLTS �i IMO j ANCHOR c 1 ° PLAN STANDARD U -BOLT WITH DOUBLE NUTS PLAN STANDARD U -BOLT WITH DOUBLE NUTS � ` �� G N ) �` < ° 4 c \ PIPE STRAP ( TYP OA SECTION PLAN c , ,% ` `� IIII �/ �� ANC ` 3/4 "0 CONC / I I,JI MSS 42 TYPE I I ROLLER SUPPORT ,\ ) yl I `.- a HANGER ROD / / ` r (TYP) 1 / PREFORMED CHANNEL PIPE SUPPORT I 1 PIPE STRAP • 2' (TYP) WELDED BRACKET. SEE WELDED BRACKET. SEE I I // SPECIFICATIONS. SPECIFICATIONS. I- r CONCRETE OR GROUTED /,� CONCRETE OR GROUTED I "Z" FITTING ��0--�� MASONRY WALL MASONRY WALL \ M PREFORMED SEISMIC BRACING SST ANCHOR BOLT SIZE AND / SST ANCHOR BOLT SIZE AND I I 1 , ' / I NM ` ,� CHANNEL. TWO PER HANGER NUMBER SHALL BE AS REQUIRED NUMBER SHALL BE AS REQUIRED CONCRETE OR GROUTED MASONRY WALL OR CEILING I I ROD AT 90 DECREES. BY BRACKET MANUFACTURER. BY BRACKET MANUFACTURER. I MB O MM I I LOCKNUT II BENT FB 1/2 x 3 ELEVATION um x LENGTH REQUIRED ELEVATION • • NUT W/ WASHER EACH NOTES; PREFORMED CHANNEL PIPE SIZE AND MATERIAL PIPE SUPPORT AS INDICATED ON THE r WINGS SIDE OF BENT PLATE NOTES; NOTES; 1. $PACE FLUSH MOUNT PIPE SUPPORTS A7 5' -0' MAXIMUM. DRA ELEVATION HOT - DIP GALVANIZE SUPPORT AFTER FABRICATION. 1. HOT -DIP GALV SUPPORT AFTER FABRICATION. 2. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE 70P OF NOTE; gligi WALL IN WATER BEARING STRUCTURE. ALL MATERIAL SHALL BE F OR H ANGER ® 2. ISOLATE ALL COPPER PIPE W/ PVC TAPE. 2. ISOLATE ALL COPPER PIPE W/ PVC TAPE. STAINLESS STEEL. IN ALL OTHER AREAS. THE MATERIALS SHALL 1, IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF BE HOT -DIP GALAVANIZED STEEL UNLESS OTHERWISE INDICATED WALL IN WATER BEARING STRUCTURE. ALL MATERIAL SHALL BE ON THE DRAWINGS. STAINLESS STEEL. IN ALL OTHER AREAS, THE MATERIALS SHALL BE HOT -GIP GALAVANIZED STEEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. P634 PIPE HANGER WITH SEISMIC BRACE P658 PIPE SUPPORT P659 PIPE SUPPORT P660 FLUSH MOUNT PIPE SUPPORT P662 PIPE SUPPORT FOR ONE T•P IN EXISTING CONCRETE SLAB 04-30-02 \ JYP� N 07 -31 -08 TYP R 01-20 -09 \....1711N 07-31-08 \TYPJ VERTICAL RISER 07-31-08 EXIST WALL OR SLAB I ROUGHEN INSIDE SURFACE • • TO 1/4" AMPLITUDE & FILL OPENING APPLY EPDXY RESIN / W/ NON- SHRINK PORTLAND CEMENT BONDING GROUT AGENT co 8 R NOTE 1. THIS DETAIL IS FOR HOLE SIZES UP TO 18" IN DIAMETER. o G O 5280 PLUG FOR EXISTING OPENING TYP R CONC WALL 23 -11 -08 • s • DESIGNED JFM w 0 R RBFS, DURH AWTF VERIFY � s58c. o D EDL DRAWN w o-S ,so' Nlf 'R ,4 0 0 � • / B ARIS ON INCH O D R AWING NO. m 0 CHECKED Z et/ 4 = .�- � � , FILTERS 1-4 RECONSTRUCTION PROJ ECT ORIGINAL DRAWING u CleanWater Services TYPICAL 0 ® r G -12 GCS d A , 4m , Engineers...Working Wonders With Water' 1 Ill n,tll,�,l, I��1. TYPICAL DETAILS FN[TtlNF INCH ON SHEET NO. FI FGTRI(;AI f1FMCN ITIfN Nf1TFC• 0 REMOVE ASSOCIATED POWER CABLES FROM VALVE ACTUATOR TO TERMINAL BOX AND DISCONNECT SWITCH. APPROXIMATE DISTANCE IS 50'. CONTRACTOR SHALL REMOVE ASSOCIATED CONDUIT. IF CONDUIT DOES NOT HAVE ANOTHER POWER OR CONTROL CKTS. , REMOVE ASSOCIATED CONTROL CABLES FROM VALVE ACTUATOR TO PLC PANEL CP -9015 VIA FLITTER GALLERY CABLE TRAYS. APPROXIMATE DISTANCE FROM ACTUATOR TO CP -9015 IS 450'. O SEE ELECTRICAL DWGS E-4, E-5 & 30-E -3 FOR ADDTL DEMOLITION DETAILS. n r- ! ! 11 1 t4:17 r I . 1 i Ci BFV-9030 . 1 I ' I f :=41 -_=4 f , 1 ' , i •—�� 1 BFV -9020 I ! — — �I - __ r i– { _ I . _ • ■ ill ,._.� d • L3fl' F l ( 30" BCWS 1 — w I 1 - I / ,/ffffff if flf/ ff// ff fff ffff f ffflf /fffff /f/ /ffffH //ff /ff/fHff j ,4'/ • ff/////// lfff f/ fffff //y//w/0/ fi'//ffffff /f �' f /// ff/ // Y/ff�41 / > ..> , ., { 1/./ ` =- - — ' Q t ? ' -c T ( '` ( ' »-w -j `,, `` C20-FE . _ ll - --' - - - ~� - /I. _ - --- -- — — -'- / - j '/� gill T f _� _ .:x _ �' 1 / • / /. ,.,., ///4 - .,, -v , i5 // t/' 'i'4'/.I / \ V / f'f / .:r% / / / / / //!' /l.' . ,> /fi'�.S//Js/fJl � // !%/ — 1 t I FURNISH & INSTALL 'L t - -- � I / �� f BLIND FLANGE TO — - , .aii % I I — t - - ri EXISTING PIPING • r / / / /// //1 / / / / / / / / / / / / / / / / / / / / / / /// // / / / / / / / / / / /// iii/ Gii ii ii rii• j A 1 f s FILTER FILTER / 'BASIN#4A � / BI BASIN #46 I 1 1 1 ,1 '' FILTER ••/ FILTER � FILTER FILTER ; BA #3A , 1 III .----4---.i - BASIN BASIN :j :ASIN #2A • I ' % y -ASIN #28 , ,..,...,,,,,,,„„,....,,,,,,, : v,... Giii / /, /. /. 1 L y 4 . 1 l { ` - - y l , ,._• - -� 1. ! , 77'/%� /ii % %%% 1 ` ' 1 , - - ,, - � - - - - ' •'11C : / / / / / / / / / / / / / / / / / / // / //% /y7 /� % // /,/. %i4G %/. , 1 1!2" HPA I LI_ I_' , 1 I s j 1 1 � j % % % % % % % % %!!�! • ' < iiSY / / riiiii' ii/ iii 1 ullli! r II q L 1 131-19 III - +.• ,9' s',< T ' -0'( 15 � . — — I 14' -b' SURFACE SEE 30-S -1 FOR REMOVE MEDIA AND AG! A MRS 0 REMOVE BACKWASH TROUGHS ( 30 "BCWS FROM FILTERS 1-4. EIGHT PER DEMO AND REPAIR UNDERDRAINS FROM FILTER. THIRTY -TWO TOTAL OF EXISTING WALL FILTERS 1-4 SEE NOTE 1 REMOVE SURFACE WASH CI MECHANISMS AND ASSOCIATED PIPING AND SUPPORTS IN FILTERS 1-4. PLAN SCALE: 1/8" = 1' -0" FILE: 7558C10-030-M-101 DESIGNED - ° DURHAM AWTF VERIFY SCALES JOB NO. CFS /JFM = S` �a t � ppCVrfJ w 7558C.10 DRAWN �� M - '� ? p �.; -.` .J BAR IS ONE INCH ON DRAWING NO. i EDL W sel lik : W f ��® , � FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAINING Z CO ?r. co v DEMOLITION 0 ®1' 30 -D -1 GCS a 1 ,, A a , , W 'i En a inA AM. ._ Wnrkina Wnnriarc With Mahar"' �' ��IlWa�et S ervices ^„ T ^^ w ^" "^ .......... 3. BLIND FLANGE 4' FSW ON EITHER SIDE OF WALL. 4. REMOVE 1' PW AS SHOWN TO PROVIDE ACCESS FOR NEW 12" LPA ALIGNMENT. INSTALL NEW 1' PW AS INDICATED ON THE MECHANICAL DRAWINGS. 5. MOTORIZED ACTUATORS WILL BE REPLACED WITH PNEUMATIC ACTUATORS, REFER TO MECHANICAL '11 . 0 BF , sp• ; ! aFV -soi2O DRAWINGS AND SPECIFICATIONS. BLIND FLANGE (8'W/ SS) 6. OWNER WILL REMOVE EXISTING VALVE AND ACTUATOR. TO EXISTING PIPING I v, rr�r 2. . 314/i i/W {� i. 1. f v�fi- f rr t �r r - i rtZEr, •;64 :lra Xfr r r:; t .,� �r •L : fs v - r fy — _...._ V T +' X i, C NOTE 4 -9 9 � Y I ° r-; . !' - -C 30 ° BWS IJ - - — — t I "� I `z °sws� � / I - - ._{ -- - j / (1 � � ' , � — y I �': ,,/ I 7 1 ii 1 I � i y { —i i + �p� 01� T � ) O —fM� 4.71._—__-__._1/1 r I fr i'' I ) k � I l i ,I. �I t 1 , Y' ,..- 1 I '1, A. �. 11 ,- i i i I . I I 1 1' 1 - I I 1 7I— ert -,e,G i 0 (_ 20 " BFV_9020 ,i O_ � — - s014 • NOTE 586 , sFV -sooa WV �48_F E , ' LLL„ . (TYP OF 4) 08, .. .. ' -' ' r' 4 E1L .4 . , 3 FILTER_ N10.2 FIl TFR NO 1 SFNFRAI Fl FCTRICAI OFMOI ITION Nf1TFS• O REMOVE ASSOCIATED POWER CABLES FROM VALVE ACTUATOR TO TERMINAL A SECTION BOX AND DISCONNECT SWITCH. APPROXIMATE DISTANCE IS 50'. 30 -D-1 SCALE: 1/8° =1.-0" CONTRACTOR SHALL REMOVE ASSOCIATED CONDUIT, IF CONDUIT DOES NOT FILE: 7558C10 -030 -M-301 HAVE ANOTHER POWER OR CONTROL CKTS. O REMOVE ASSOCIATED CONTROL CABLES FROM VALVE ACTUATOR TO PLC PANEL CP -9015 VIA FLITTER GALLERY CABLE TRAYS. APPROXIMATE DISTANCE FROM ACTUATOR TO CP -9015 IS 450'. O SEE ELECTRICAL DWGS 01 -E -4, 01 -E -5 & 30 -E -3 FOR MORE DEMOLITION DETAILS. [ REMOVE REMOVE EXISTING SURFACE 1 I ' , (r — I F + r . — t 1 WASH MECHANISMS AND ASSOCIATED PIPING AND C -1 I C Ja; YID 1 �� / / / {I , SUPPORTS. (TYP FILTER 1-4) \ \\ i t I 1 /ff ( . � / T�/ 4" FSW) 11, I I • — h/f{/ f/fi /� /H�i f /ff e � r ; t /H/ t REMOVE BACKWASH 1 1 � 1 _ _ / y / / TROUGHS. (TYP FILTERS 1 4) ; ;J V 7 y SEE NOTE 2 .. 1 _ j FE ., I 1 �J I �W u/ ,I ,...."."-,-.6.4 -. t - rr4.4,0.siv:v,;• ."= .r iw::e.s.c • / ��' t1:�� / /tL /��43![L!I'OL %J L INSTALL BLIND FLANGE -- - - -- - - - - -- - -- v I -- - - - i I • I I NOTE 3 REMOVE MEDIA AND UNDERDRAIN ''`:',-1:1-1.4 , 'i• 1ti - Y > r--, ' , // /, I i i (TYP FILTERS 1 -4). SEE NOTE 1 NOTE4 . ) ( - i 1 • , 1 \:\, °_.: �-______)'` REMOVE BOOSTER PUMP � A' F r BPM -22 -21 NOTE 2 B SECTION C SECTION 30-0 -1 SCALE: 3/16" = 1' -0" 30 -D -1 SCALE: 3/16' = 1' -0" FILE: 7558C10 -030 -M -301 FILE: 7558C10-030 -M -301 DESIGNED JOB NO. 1 DRAWN �?VQM�, Hp�gr w DURHAM AWTF VERIFY SCALES 7558C.10 1 2 /1� BM IS ONE INCH ON DRAWING NO. M EDL w % `i& W i e r® �. FILTERS 1-4 RECONSTRUCTION PROJECT owaNaorawwo g I ECd+ ! O EMOLmON 30 -D -2 CHECKED w • 0 ® 1 GCS d ,� , t G lcanWate r ' ices g DATE e= r` 'Yt., cco a a Engineers...WDrking Wonders With Water- I,■■• ,,11„n;,11,,,,,, IS C!,.,,. FILTER DEMOLITION ,FNOTONE,NC„o,., SHEET NO. AM. r+ �� T• �� • TM...GT An uwT __— _,. ..._..... FFR 2009 $ EXP 12/31/10 I 11111F ....31 41-1 ' , 1 1 I ■ • \ ; -- dsc I I I � - - - - - ■ t - - I 1 > / / / / /�i I 11'; I� >‘,. <', l ;. 1 aa �� ' I I / 1 r -� i , ii '�� `1'.� k j+ did / ' 1 • • , - - -- -- - -- - - .. .-- - - 1 -I -- 1 - \ - - � i} .�� _ �ij 1+� _ I j ,., ,. �� -� ,,., : ,,,_ ; ,,., .1 1 ( _t , 40, ; .. . , ....., . , ji ,...„ ,_,,,i., --11,;; :::., . , , 1 --,";,- _.,, I ,• -., - 1 ,-:„...„, , .;.„ , , . ..„, • ,„.„.. . , / III t` 1 -I' - _ �� _3!/i,' I.1 / 5 LPA ;,14" LPA'... 0 B L O WER PLAN 0 SCALE: 58C - 0 3 ' -O SECTION F ILE : 7 5 58C- 030 -D -102 — — FILE: 7558 -D -301 v � , SFNFRAI NOTE, f' 1. REMOVE PORTION OF EXISTING LPA PIPING AS NECESSARY TO INSTALL NEW LPA PIPE AS SHOWN. AFTER PIPING IS REMOVED ■ / \ I 1 I 1- / / I INSTALL BLIND FLANGE ON EXISTING 30' LPA HEADER. t ,.; , 2. LPA PIPE IS CURRENTLY IN SERVICE. COORDINATE WITH OWNER ; `'` �- / ' 1 • 1 � ! PRIOR TO START OF WORK. • .S \. 1,,, ',_ ; 1 , - ' 1 �,,'� \t7 3. CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINAL __I _ . 111!,• :.1'1,11 1 / II - - , -1r 1 � - II , - 1 , DIMENSIONS FOR FITTING NEW PIPE. y / 4. WHERE FLANGES ARE TO BE INSTALLED ON EXISTING PIPING, r1 , I �� % t �� 4 i' WELD NECK FLANGES ARE ACCEPTABLE. it • / a 1 tL a; 0 SECTION SCALE: 1/4' = 1' -0' FILE: 7558C10-030-D-301 DURHAM AWTF VERIFY SCALES 10B NO. DESIGN �� KEV /JFM W ` � s t o PROrQ w 7558C.10 �_ _ ,�� t, ~ %� � i W .9 � BAR IS ONE INCH ON DRAWING NO. CO ill Z E i � W ��® �� FILTERS 1-4 RECD MS PROJECT _ u ®r 30-D-3 DRAWING N � CHECKED C1eanWater Services TT , ;f a , ,�a,, a Engineers...Working Wonders With Water' (In, BLOWER DEMOLITION PLAN AN S ECTInNS • - .,, DATE y ` ?r r...Naa "III inih.i. ni it , .It." , -"•... _._.. _.. cuccr Mr, . REV p e __. „_,_„ F EB 2009 $ ExP t2/31 /10 g rMn1 t mo. amt I a yr resuv t tnv u,,a-vuta ••.a -t.v .:, .„, AND CEILING. HEIGHT OF WALL APPROX 22FT. 2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. L v _ i [--- -- I 1 I 1 - 1 II TROUGH STABILIZER, IF REQUIRED. DESIGN BOLT NEW TROUGH TO EXIST WALL. FOLLOW LIMITS OF PAINTING BY TROUGH MFR MFR RECOMMENDATIONS. • SEE NOTE 1 ■ - — -- - - - - - -- . . ..- -- . — . — -- - -.— - - -- -- -- .— - -- ALLFASTENERSSST(TYP) 1 1 i ,,I , I j II ` . , _ _� � II If � II I II II I II __ FILTER FILTER FILTER FILTER FILTER FILTER FILTER FILTER 1 I I BASIN #1A BASIN #1B BASIN #2A BASIN #2B BASIN #3A BASIN #3B BASIN #4A BASIN #4B I_�; II � II 11 11 1 11 11 11 1----: IV i t...........L. — — — — — i 1 -:.] 1 - ► -- - - i L L L_ i L 11 _L _ _ ' L r -0°t V -0"t 1 -2"t 1'-0°t 1 1' -0•t 1' -2°t 1' -0•t _ 1' -0°t r -2y V -0"t 1'-0•t SEE NOTE 2 15' -0"t 15'41% 15' -0°3 15' -0°t 15' -0•t 15' -0 "t 15' -0 °t 15' -0"t NEW FRP TROUGH (TYP) EIGHT PER FILTER, THIRTY -TWO TOTAL A PLAN SCALE: 1/8° = 1' -0" FILE: 7558C10 -030S -101 6 y g _ F . V . 0 DESIGNED KAM sIVAICIUtt DRAWN S \`a P uFS� W F DURHAM AWTF VERIFY SCALES 7558C.10 o Mf 7 JOB NO. � !�� BM IS ONE INCH ON DRAWING NO. s � DRAWING co EoL g / , - = W �a �� FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL _ CHE ED = L, � « E CleanWater ' Services STRUCTURAL o ®1 30 —S -1 b � W Engineers... Working Wonders With Water- FII TFR MnnhI I( ATlnnlc - - -•• Ali g _ D ' - AP 110,\‘ ¢ 0%1r commitment is cleat, ----- ------- n=�� L | | | ��' | ��»�*m� �� - ii "� _ '_____ ___ _ -______ EL 147.0 . | EL 146.0 / | I: \_ �� li � �=� _— �� 0� �� L. %, J �� o�'± T-63 r-6± r-6: 3'-9"± _ MATCH m^rc* m^rn� wm�� m^rc� c�_��-' ---'Fl � -- F' - 7 --- T -- r�]� - T -- T -- 7 --- T --- L_ EL 136.0 ' � ---'---- --- -1 _] | - ------ - -� r ---- ----' --~--- [ '- / | L-__- ___J | __- -__--_'_-^ __\ / • -- ------ / FIXED END EXPANSION END ' 1 \ ( Di . �� & Ms vs . A we=rnouox i / NEW TROUGH | | | SECTION | ~~ / | | �~ •~_� � 30-S-1 | / __ � � FILE: ,mmco�x�w�o . • -- - ouOn�u^oosmou � ! * * � r» ALLOW FOR �� --- �-- � 1 | ( 0 * k ACCORDANCE WITH . II 1 i Cir iii ! MFR | | | NEW �Prnoun* MOUNT --- -- ' TO EXISTING 0 n,sxmn"s L L . RECOMMENDATIONS --,.----=- | (1) II � � . nlil T ~� 0 4 )1! 0 | NEW �PTROUGH / . __id° J \ . - - � | / / ! / | CORE DRILL EXIST oown WALL ,8"m ( BURN EXPOSED nsmp �� i ! oomno�c�ooRpAcsw nu os�o* | / vw spox,anour | / nooe*swopswwapnm _ _1 [__ __� [ __________. ______ • ii ` �� EXIST TROUGH no1*r / AMPLITUDE. FILL OPENING / _---__ W�ON�H�Nxonuvr PER msm [ ---'----- -------- — ---- [ ---------- --------- - ------ ' n�� _� | j -------- � ---' / -------- ---- -- ---- - L � ' - ' --_-' _ » -__-_--__--__ 0 DETAIL DETAIL B SECTION FILE: 7558C10-030-M-301 FILE: 7558C10-030-M-301 o °�m.°D ~ �� DURHAK4/V8�F xon�u�u�u �m*o� N � a^°° u ' _ __~ 7558C.10 �L � � "� � � � �� F|LTE 14 RECONSTRUCT|ON PROJECT �� »nm*/�=wo ~~ � �- c"s="so � `;`�� ~i'' . � - *�0�� _ .� _ �� uo��ahcr ` �� rv�oco o�v�umu ve ��ey�a r 30-S-2 IV \.1.21 . , , , , I a , , j 18" BFV (TYP) . _ 30" BLIND / 1 � FLANGE - — --- --- -- - - — - — - - --- — - - - - - _ 1 • I _ : ` I 30" LPA` (SEE NOTE 1) : ' - 1 V , r __... -- I . � RUBBER EXPANSION JOINT . I A - - - F007 -- // ^I y BFV -1811 A I y ., I - ' 1 30" BLIND i r I ( �" (5[t_ NO .. I i \ r C�J . • t,.._ , .. 1 IMMIX, 411111140111111141 • l�T _- a rcol /\ 45° ELB j % I (1. ,) r , I, I . 1 .: : ' .. �, III — — i — = R-4' ,, •,, m1 0 � 4115111E1 45 ELB I \i r ty ( I -�_ - — . - L • L L r .., l _ tl I .- I � • C 1 i I ,/,,, i �� r ' 17. - - �� =+ 1 = �' _ d s c ii 1 `,1 *) • i l "I . r ' -.. w +4 18 " x14 " RDCR ` � . /; J EXISTING WIRE TO / f \ REMAIN IN PLACE --....„ .....) , . I '' o t d 1 . 3 ," L'Ai % - .,. .� tlt _ — ' . - - - Q - -..__ __- -•_._- i t \ • ` Y / . BLOWER PLAN 0 t4 e - LPA ?' 14 "BSSC 18 "x14' Pa$TJ 30 "BLIND 9 SCALE: 1/4 " =1' -0" RDCR FLANGE B SECTION FILE: 7558C -030 -M -102 (SEE NOTE 1) - SCALE: 1/4 " =1' -0" . FILE: 7558C10-030-M-301 1111111% /• ,... II _. I i — SEE �� ''"4" - NOTE 4 :.% - I I f FNFRAI NOTFS 1. REMOVE PORTION OF EXISTING LPA PIPING AS NECESSARY TO 111116. tO►�Je� INSTALL NEW LPA PIPE AS SHOWN. AFTER PIPING IS REMOVED EXISTING WIRE TO INSTALL BLIND FLANGE ON EXISTING 30" LPA HEADER. ta / 45° ELB �� REMAIN IN PLACE 2. LPA PIPE IS CURRENTLY IN SERVICE. COORDINATE WITH OWNER i ( I PRIOR TO START OF WORK. ., '� t�''� 3 . CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINAL ' DIMENSIONS FOR FITTING NEW PIPE. 4. WHERE FLANGES ARE TO BE INSTALLED ON EXISTING PIPING, 4 ' ' i \ � I WELD NECK FLANGES ARE ACCEPTABLE. k 111) % • M .^ l 1 1 '' I P W 1 O - _ - -- - _- - - - 0 SECTION SCALE: 1/4" = 1' -0" FILE: 7558C10 -030-M -301 ED DESIGN - - E SION N n �s` "ao �Ropf Z DURHAM AWTF VERIFY SCALE 7558c. 0 r EDL W 96 E y� = W k SARIS ONE INCH ON DRAWING NO. � _ ,' �� 4 ,. — FILTERS 1-4 REC O N STRU CTI O N P ROJE CT ORIGINAL DRAWING ./ W CHECKED , • 4 Clean'sMiter Services MECHANICAL o ®, 30 -M -1 III e - __ „ a Engineers Wonders With Water' . , • r,mmctn t •1,.,1 RI MA/FR PI AN ANTI CFr. -rinwC ,..,......2_,..„, SHEET NO. - -9 =� _ = = u - - i • 1, 1 1 -_ I I I 1 1 1 1 V unm i n i 6 • 1' 1 1 1 I I 1 1 1 1 11 11111111111111 i I, j 1 I 1 1 I 1 l 1 nu m :: nun f I 11 I 1 1 1 mm Umil P (_.• 1 i -1. KEY PLAN ! - — 1 l i NOTFS. • , t 1 — 1 1. EXISTING 1 112° HPA LOCATED ABOVE 12" LPA. REFER TO SECTION A/30 -M-6. • L _ _ _ _ — I I IN _ 2. REDUCE PIPING NECESSARY FOR CONNECTION TO PNEUMATIC — 1 ACTUATOR. I . 1 I f 1 I ® t 9 - - , -_ y -_ 30" ) . _ __r ( 30" HCNS _� FILTLh: / 1 I INFLU1-11 `� I Li I j I I ( 112 "HPA 1 : - - 1 ,, , I i NOTE 2 10 "x8" RDCR a I �. , I __ A �I 7 !>,,7 ° y (- --- 0 ,- i . -- ) • � ' - l.;, . . - __,,(:"...,:,1...),..-)..,', ; �� 1 1 (.: � 1 g - -1/2 °. 20- FED 1 ■ ��: o — f _ r; { � / I I 1 F e� c___012 J - -ill— - © � I .. � 1� — �' . ~ � {• N OTE 1 - l- BI I �� , ( I I — T �'� ■ 1 �( 8" AOU)R I iiiiiiiiiiiiiiV FLUME BLOCK AI ! I PIPING (TYP) IIIIIIIIIIIIIII UNDERDRAIN 1 I � 8" LPA) I , i II I IIIIIIIIIIIIIII ' ,_ -_ —_ ,I i IIIIIIIIIIIIIII Le! ri I ! 1 I II FIL 1 FILTER FILTER I BASIN #1B I : BASIN #2A I ■ , 1 11111 FILR ASIN # B IIIII = i - -- -� - - -- — BASI #1A B2 - I I i - - I ( 1. I I IIIIIIIIIIIIIII ii , , , _ J 1 1 iiimiiiiiiiii SYSTEM UNDER DRAIN • I 1 UNDER B RAIN SYSTEM f l f 1111111111111111 TO SPECIFICATIONS i \ I J1 i I I 7--1 IIIIIIIIIIIIIII �� L♦ ,'rF ws ) A PLAN - SCALE: 3/16" = 1' -0° FILE: 7558C -040 -M -101 DESIGNED - - DRAWN z S`iP PROlFf w JOB NO. _ WTF VERIFY ti N�' Nff Z � 755811.10 EDL w 9b 9 m t}cprr! ry DURHAM A B,INISONEWCHO ` ' ` �� U �� FILTERS 1-4 RECONSTRUCTION PROJECT �NI� N DRAWING NO. 30-M-2 • - CHECKED , ` f B < E n - T ^.._.. MECHANICAL " 0 a �- c , a gineers...Workina Wonders With Water C1eanWaie ` Serv ices A AL _ __ ^_ ®,' —7 d'•:‘, } _ ' . • .13 - r "c _Ti► _ J p = ter r..r E3 .� � , illell ■I I� _, ` _ _ I�� II , • I� I1.■ .1I _ j © I 'Ii o d el a " � a T, -- ._ � "L'Mi 'il �! j - - - - - - - • - - - it 16 "x16•x12• ' ' ' I I • RDCR TEE II • NOTE 5 �� ' 1� 6 I �� I ( KEY PLAN • 2' -9• , I 1 i I i I ! NOTFC I h I 1. EXISTING 1 -1/2• HPA LOCATED ABOVE 12• LPA. REFER TO ■ SECTION A/30-M-6. 1 ! - _ __ - 2 . LAB STATION SHALL REMAIN IN SERVICE DURING 5 CONSTRUCTION. COORDINATE WITH CWS DURING • • (12• LPA) --.. ° ! " '11c°7%,_ �� CONSTRUCTION FOR SEQUENCING. • 1 � I 3. REDUCE PIPING AS NECESSARY FOR CONNECTION TO • J- PNEUMATIC ACTUATOR. — I i I, - • 1 , I ! 4. PIPE SUPPORT P658 TO BE USED AT LOCATION SHOWN. • • - - "e ALL OTHER SUPPORTS PER TYP. P659 UNLESS OTHERWISE NOTED. l 30 "BCWS_j 1--, I -` L - - 5. CONTRACTOR TO FIELD VERIFY DIMENSION. �- - - J _ — - . — -- . 1 6 11 540- FIT -2130 �I I r _ — \\ F AIR SCOUR LPA FLOW I ` ILTERS AIR SCOUR CONTROL VALVE • • - - - — f � 1 - - - - -- P FZFB IPA FLOW METER II • ( 1l2" HPA ( 1/2 HPA NOTE 2 ti ® � U 540 -FCV -2130) i NOTE 3 (TYP) LAB STATION �� § I- - �> ()-1/2" P �7L_ FCC M 1 _ f - — — ' ■ ■ ` I �' a ❑ � 1 1 i 1 112" HPAA� e ` ' ` i C ,, ' HFA _ • PA . 1 e ,1 k ! it+ NO TE 1 t ) 1 " L Y ! if �{ i tt 1 - -- F E p u -SS I l . — ; --,- I I — I .. '- ' -- -- -; �---- - -s - - - - - I 1 S BSSC I RUBBE 1 4t! S I 8 LPA P E a R T i EXPA NSION AIR SCOUR link ♦ JOINT I - PIPING (TYP) (TYP) P6 9 111111111111111 FLUMEBLOCK 1 I IN UNDER DRAIN 111111111111111 I_ v NDTE4 U 111111111111111 §! FILTER FILTER FILTER BASIN #3A BASIN #3B BASIN #4A 11111 BASIN #4B 11111 FILTER UNDERDRAIN SYSTEM, FILTER i (TYP) PER UNDERDRAIN • REFER TO O SPEC F H1IHIIHHIF o 1111111111111i I N , . , , , , , , C "VT ®11111111111111 ,._ , , r - 11111111111111 o -- - - -- - - -1._ -� -_- ._._.. - - -- - -- - -- - -- - ------- - � - - I - - - - • I i` .. - - - -- -- --- - - -- -- - -- --- . e. ' L. 30" BOATS `--► A PLAN - SCALE: 3/16° = 1' -0" FILE: 7558C-040 -M -101 DESIGNED - - - - CFS /JFM w a JOB NO. � DRAWN = 5`�P�o PROP!, W DURHAM AWTF VERIFYSCAIES 7558C.10 ID � " L i W r � % "/ BAR IB ONE INCH ON DRAWING NO- ■ EDL crop FI LT ER S 1-4 REC ON STRUCTION PROJECT ORIGINAL DRAWING T. 30 —M -3 CHECKED = �/ „E G C1eanWater SerVlces MECHANICAL 0 ®1 • e GCS _ f W a Engineers...Working Wonders With Water- I. ti TERTIARY FII TFRC 1 . ..... SHEET NO. Q a N DATE ;� r �°ir. °.mo�� 0 nor . •,..r, .+�.fm�nf i< 3. ROUTE HPA AS NECESSARY FOR PNEUMATIC ACTUATOR. SIZE OF PIPE SHALL BE DETERMINED BY REQUIREMENTS FOR THE PNEUMATIC ACTUATOR. • 4. DIMENSIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHALL BE CONFIRMED WITH THE ENGINEER. • 5. 1 1/2" HPA IS ACTIVE. COORDINATE WITH OWNER FOR SHUTDOWN. • 6. SUPPORT ON EITHER SIDE OF BSSC CONNECTION. • 7. EXISTING CONNECTIONS TO THE PW SYSTEM ARE NOT SHOWN FOR CLARITY. EXISTING CONNECTIONS SHALL BE INSTALLED IN NEW PW PIPING. 8. EXACT LOCATION OF PENETRATION FOR THE 8" LPA IS DEPENDENT ON LOCATION OF EXISTING PIPE SUPPORTS OFFSET FROM WALL SHALL BE A MINIMUM 2' -0". • 9. LAB STATION SHALL REMAIN IN SERVICE DURING CONSTRUCTION. COORDINATE WITH OWNER DURING CONSTRUCTION FOR SEQUENCING. • 10. TERMINATE DRAIN 2" ABOVE FINISHED FLOOR. • 11. PIPE SUPPORT P658 TO BE USED AT LOCATION SHOWN. ALL OTHER SUPPORTS PER TYP. P659 UNLESS OTHERWISE NOTED. 12. CONNECT NEW PW PIPING TO EXISTING. INSTALL ISOLATION VALVE ALONG NEW LINE. 13. SUPPORT IS NOT REQUIRED ON EITHER SIDE OF THE BSSC. TRANSITION FROM WELDED STEEL TO SST AT BSSC. BSSC NOTE 8 T • 1- 1/2 "x1 -1/2 "x1/2 "TEE P660 (TYP) /--( 1 1/2' HPA ) ® . / • NOTE 5- 6 F F F F 7- ( 30" F ) l i 12" LPA ) r " 2 12° BLIND \ i �A • FLANGE ! NOTE 12 G7 BSSC 12 °x12"x10" 1 -1/2" PW ) (TYP) P659 � NOTE 6 RDCR TEE - RUBBER TYP JT I (NOTE 7) i :17 F•' E Q • I� 0� I P658 NOTE 11 1 I - : J - / NOTE 7 NOTE 2 I - - 10'x8° RDCR - - r BSSC ® j NOTE 11 P • • MAX 8• (TNT) C 1 - 1/2" PW )-- - - - - I - - - , ( ' E E " j P TYP �� i T_� I If 540 FCV- 2121�I • \ (TYP P659 LAB STATION f / -� ----- 2 NOTE 9 f � /i� O � i n SCOUR FLOW VALVE NOTE 1 I I I I I , --- - - . -`- ' I 1 1 1 0 "x10"x1 TEE - 1 j - - - _ 1 ' - - - � - I 10'x8 RDCR 1 7 - -- - --- - -- / I I I ! - NOTE 1 —r a _PA E I i ! .. I '�,,_i i P658 H 1 . NOTE 13 3' -0• TERTIARY FILTER 4 EFFLUENT NOTE 13 Y -0• BSSC MIN BSSC FLOW CONTROL VALVE _ r- � / � - -- - - NOTE 8 - 1+ BFV -9026 II - -. w \ \ - / / I 1 1/2' DR ) a \:,.,,\/ 1 I NOTE 10 0 -'*--1 E1LTFR N.DA A SECTION 30-M-3 SCALE: 3/8' = 1' -0" FILE: 7558C 10 -030 -M-301 DESIGNED - JOB NO. CFS /JFM Z S�‘a`B PeoFF� W t. DURHAM AWTF VERIFY SCALES 7s58C 10 DRAWN �� H 2 BAR IS ONE INCH ON DRAWING NO. EDL w •.ISFE i DRAINING m C HECKED W W F - � �f i C1eanWater ' Services MECHANICAL 0 1 30 -M-4 a GCS a ' ur ea . ,, w o Eng in e ers...Working Wonders With Water"' TERTIARY FILTERS SECTIONS IF NOT ONE INCH ON SHEET NO. ' a DATE N ''' '' , 71 , r.,00‘ 3 (h., 111,11111111111C111 is Ckal, - ......,......• 0 -� ., �,�� THIS SHEET. ADJUST • 3. ROUTE HPA AS NECESSARY FOR PNEUMATIC ACTUATOR. SIZE OF PIPE SHALL BE DETERMINED BY REQUIREMENTS FOR THE PNEUMATIC ACTUATOR. 4. DIMENSIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHALL BE CONFIRMED WITH THE ENGINEER. 5. 1 1/2° HPA IS ACTIVE. COORDINATE WITH OWNER FOR SHUTDOWN. 6. SUPPORT ON EITHER SIDE OF BSSC CONNECTION. 7. EXISTING CONNECTIONS TO THE PW SYSTEM ARE NOT SHOWN FOR CLARITY. EXISTING CONNECTIONS SHALL BE INSTALLED IN NEW PW PIPING. 8. EXACT LOCATION OF PENETRATION FOR THE 8" LPA IS DEPENDENT ON LOCATION OF EXISTING PIPE SUPPORTS. OFFSET FROM WALL SHALL BE A MINIMUM 2' -0 9. DEMOLISH EXISTING TURBIDIMETER, REMOVE ASSOCIATED APPURTENCES, CONDUIT & PIPING. PATCH CONCRETE PER TYP S280. TAG NUMBERS FOR TUBDIBIMETERS TO BE DEMOLISHED. / 10. CONTRACTOR TO CONFIRM LOCATION AT EACH FILTER. PROTECT EXISTING DIFFERENTIAL PRESSURE STATION IN PLACE. RE- ROUTE PIPING AS NECESSARY FOR ` N LPA PIPING INSTALLATION. - \ r— f - —_ -- - - ^-- 11. PIPE SUPPORT P658 TO BE USED AT LOCATION SHOWN. ALL OTHER SUPPORTS PER TYP. P659 UNLESS OTHERWISE NOTED. - - Vic. 4 1 J I 12. SUPPORT IS NOT REQUIRED ON EITHER SIDE OF THE BSSC. TRANSITION FROM WELDED STEEL TO SST AT BSSC. % 1 �- - .- 1 1 - _ - _ l ` -- . rte- i — — - - -- - -- - -- - - -- - - -- - - -- -- -- 1 I I ,-C' i /7_' PA -) NOTE 5 r -- - - - 1 �'� 1 I / EY,,S1I�IZ U iI . 2 �- 30 "FI 1 m w � n Z � f� �.o(�': H ( 30 'BCW' 8 ° LPA ) EXISTING / " a � '/ / 1 r Q -1 P NOTE 2 �I "----T I BSSC I 12°x12x10° RDCR TEE TURBIDIMETER i ^ � > 1�' , ` NOTE6 NOTE 9 � . i . / 1 I' )` ,-. v,,..- RUBBER EXP JT r io F E I I NF / G - P659 (TYP) TYP 10 °z8' RDCR _! i --- 8 " LPA - - _ _� 0 \ N., d: o I 6.4). MAx (TVaI � BSSC (II I �- a ' . . , ; . I ; E E ° III �� I — / _'-, ` f� i// �I ) �` \ -1 ai NOTE 11 P658 II 540-FV-2115 TERTIARY FILTER 3 j �� = 1' . / / = - .1 I � LL =i= �" NOTE 1 t t I AIR SCOUR �_ _ - - - f - +� = FLOW VALVE �f' /i - ) _ I ) o - � L NOTE1 H i II — � _ - - - J t 7 - - 1 L / 10'x10'x10 " TEE 1 L� I F it +• _ - - - - -- -i 1 P658 I 10°x8° RDCR II ` < \ 1 l J '{� - NOTE 12 s' -0. 1 1 TERTIARY FILTER 3 EFFLUENT r-0 •I EXISTING DIFFERENTIAL BSSC ...I I I FLOW CONTROL VALVE NOTE 12 - NOTE 8 _ _ 'I BSSC MIN > PRESSURE STATION — - U 11 BFV -9020 -- 1 ' ' . Jo NOTE 10 t APPROXIMATE LOCATION - - OF 8• LPA PENETRATION. CONTRACTOR SHALL I VERIFY EXACT LOCATION. — - - -- --- FII TEE L\L13 1 ®[ETAOL B SLECTOON - SCALE: NTS FILE: - 30-M-3 SCALE: 318' = 1' -0" FILE: 7558C10-030 -M -301 DESIGNED CFS /JFM w ``pip pqD! f W h7j5O58B C.10 NO. DROWN S 5 �INF ` , w DURHAM AWT VERIFY SCALES m EDL w " . •I. • cy w B ./:., _ r' dr op / ? �j} PH 1 �+ , M IS ONE INCH ON WING NO. l /�.�/J/ U !Jl\ FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAWING D CHECKED w / w Cl Services MECHANICAL o ®, 0 -M -5 n % ? �� o Engineers...Woricing Wonders With Water° T ERTIARY FILTERS SECTIONS EET NO. .. ._ r,• II:,, AI m II i. I, l I_ LAC°. IF NOT ONE INCH ON THIS SHEET. ADJUST w 2. 30• BCWS PIPING LOCATED IN FRONT OF 17 LPA. REFER TO SECTION 8/30 -M-10 3. ROUTE HPA AS NECESSARY FOR PNEUMATIC ACTUATOR. SIZE OF PIPE SHALL BE DETERMINED BY REQUIREMENTS FOR THE PNEUMATIC ACTUATOR. 4. DIMENSIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHALL BE CONFIRMED WITH THE ENGINEER. 5. 1 1/2 HPA IS ACTIVE. COORDINATE WITH CWS FOR SHUTDOWN. 6. SUPPORT ON EITHER SIDE OF BSSC CONNECTION. 7. EXISTING CONNECTIONS TO THE PW SYSTEM ARE NOT SHOWN FOR CLARITY. EXISTING CONNECTIONS SHALL BE INSTALLED IN NEW PW PIPING. 8. EXACT LOCATION OF PENETRATION FOR THE 8' LPA IS DEPENDENT ON LOCATION OF EXISTING PIPE SUPPORTS. OFFSET FROM WALL SHALL BE A MINIMUM 2' -0". 9. PIPE SUPPORT P658 TO BE USED AT LOCATION SHOWN. ALL OTHER SUPPORTS PER TYP. P659 UNLESS OTHERWISE NOTED. 10. SUPPORT IS NOT REQUIRED ON EITHER SIDE OF THE BSSC. TRANSITION FROM WELDED STEEL TO SST AT BSSC. ( 1 1/2" HPA ) NOTE 5 EXISTING .. _ -. _._ _— _.- __- __ -___ .___- -._ _.- - -- ____ __. —__. _.- __ - -_ ll � D 7 W J I = 17x17x10• RDCR TEE 'mBIGE• BSSC NOTE 6 1 P659 (TYP)1 RUBBER EXP JT I W , NOTE 2 F E i i S ' - 1111 I I W • I r - =-� • _r , - _r te NOTE 6 I 6' MAX (TYP) C 8' LPA - - ; BSSC �J 10 "x8" RDCR I — r - �- - ) _ uii • J ( � -+... TERTIARY FILTER 2 01/2' HP / t I 0 p I �r31a7J FLOW V n I �� NOTE 1 Ia NOTE 1 CI P858 ® IL 10 "x10" TEE � — - " .i _ -- I - { ' ''''s,...._ 10"x8'RDCR 1 I I I NOTE 9 P858 p _ t r _ I 1 —.__�_ .—L— NOTE 10 3' -0• 4 • I TERTIARY FILTER 2 EFFLUENT NOTE 10 p I BSSC NOTE 8 FLOW CONTROL VALVE BSSC - MIN \ I) II BFV-9014 I - N C W Q FU TFR NO 2 48 FE) A SECTION 30-M -2 SCALE: 3/8" =1' -0" FILE: 7558C10-030-M-301 • DESIGNED - - CFS /JFM _ I w 0.E Pp0! W WTF VERIFY JOB No. ts W P DURHAM A 75580.10 DRAWN .. 961 •/ x .� BAR IS ONE INCH ON DRAWING NO. EDL W �I. � � = W • �� . ® � FILTERS 1-4 RECONSTRUCTION PROJECT owcwAEDRAwwc CO CHECKED o CH i Ti , . .• W MECHANICAL 0 ®i' 30 -M -6 GCS i' ,� , G CleanWater Services a ____ a z a I1g1I1e@fS...Wo1lCing Wonders With Water' TCRTIAQV CII TCQC C SHEET NO. w F'NEUMA I IC ACTUA I OK. 2. 30" BCWS PIPING LOCATED IN FRONT OF 12" LPA. REFER TO SECTION B/30 -M-10 3. ROUTE HPA AS NECESSARY FOR PNEUMATIC ACTUATOR. SIZE OF PIPE SHALL BE DETERMINED BY REQUIREMENTS FOR THE PNEUMATIC ACTUATOR. 4. DIMENSIONS SHOWN ARE APPROXIMATE. FINAL ELEVATIONS SHALL BE CONFIRMED WITH THE ENGINEER. 5. 1 12' HPA IS ACTIVE. COORDINATE WITH CWS FOR SHUTDOWN. 6. SUPPORT ON EITHER SIDE OF BSSC CONNECTION. 7. EXISTING CONNECTIONS TO THE PW SYSTEM ARE NOT SHOWN FOR CLARITY. EXISTING CONNECTIONS SHALL BE INSTALLED IN NEW PW PIPING. 8. EXACT LOCATION OF PENETRATION FOR THE 8" LPA IS DEPENDENT ON LOCATION OF EXISTING PIPE SUPPORTS OFFSET FROM WALL SHALL BE A MINIMUM 2' -0". - 9. PIPE SUPPORT P658 TO BE USED AT LOCATION SHOWN. ALL OTHER SUPPORTS PER TYP. P659 UNLESS OTHERWISE NOTED. 10. SUPPORT IS NOT REQUIRED ON EITHER SIDE OF THE BSSC. TRANSITION FROM WELDED STEEL TO SST AT BSSC. ( ----'-' -- 1 I I 1 r c - -r-Fi' --- .FFA -- ) EXISTING I 1 NOTE 5 / - - -U \ / \— - - - - -/ 12 ° LPA) C 80' r � -. - _ _ -- -_ .. - - - -- -- .... - -- ----- - - - - -- ------ - - - - -_J zl J 4 L 1 I 12 "x10" , 1 '� 1 RDCR ELB 1 ,i , I� 640 FV -2103 CONNECT TO EXISTING TERTIARY FILTER 1 , (NOTE 7) • + AIR SCOUR FLOW VALVE NOTE 1 EXPANSION � JOINT (TYP) r NOTES �,�,, . �, - ` - - -- - P659 TYP I I i BSSC NOTE 9 P658 NOTE 6 0 I - - - Lye nI _ _ '14 - n - `- (12 " HPFQ 10"810N10 TEE V j I i , N 1I I�_..... — I Lk -- - - - .e) CO NOTE 1 Li- 1 I -_� ...111 r � Ian - -- P858 I li = _ _ - - ■ I t � TYP _ LJ -- . NMI ; p I ■ � I _ -.. -. - NOTE 10 �. - �L J - - r — L BSSC . .. - - -- § I 10708 "RDC I I -_ _ -' Fs 1 NOTE 1 — - '. =- - - -- - ' - -' - I - - - - -' NOTE 10 I 3'•O• 1 1 TERTIARY FILTER 1 EFFLUENT 3 G• BSSC NOTE B I FLOW CONTROL VALVE NOTE 8 \ J ( BFV -9008 1 — aS i F_ILTER_NO.1 B SECTION 30-M -2 SCALE: 3/8" = 1' -0" FILE: 7558C10 -030 -M-301 € DESIGNED rc 1 CFS /JFM It pp�e w DURHAM AWTF • VERIFY SCALES Joe No. DRAWN 3 5`� c PR s„ m �y 7558C.10 EDL z a %• O z '% BM IS ONE INCN ON DRAWING NO. f \\\\ FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAWING p CHECKED i I '� • w * MECHANICAL 0 ®1' 30 -M -7 _ GCS P / " G a Fnninaar Wnr,innWnn.dare IAA%Wafar' CleanWate Services ............... ...., .." ". _ .--.,. .. .-..�.� "... . - - - - -- ' UNDERDRAIN SYSTEM MANUFACTURER. AU. SUPPORTS, ORIFICE 1 J -TUBE RISERS, FASTENING HARDWARE, ETC., SHALL BE 318 SST (318 L SST IF WELDED) AND FURNISHED BY THE UNDERDRAIN SYSTEM MANUFACTURER. 2. INSTALL AND SUPPORT UNDERDRAIN LATERALS PER UNDERDRAIN MANUFACTURER'S RECOMMENDATIONS. 3. SECTION C/304/1-10 TYP FILTERS 1 .4. 4. CONNECT PNEUMATIC OPERATOR TO PLANT AIR PER INSTRUMENTATION DRAWINGS. REDUCE AS NECESSARY FOR CONNECTION TO PNEUMATIC ACTUATOR. 5. SUPPORT IS NOT REQUIRED ON EITHER SIDE OF THE BSSC. TRANSITION FROM WELDED STEEL TO SST AT BSSC. 6. DENOTES RESPONSIBIUTY. — / t1 HPn 1 1 \ 1 I I FLUME BLOCK ■ BY UNDERDRAIN MFR UNDERDRAIN ANCHOR x'10' FJ \1 0 - - -4--- BY UNDERDRAIN MFR FILTER UNDERDAIN — ` -- -- - -- - -- — baaramme 7 Mall WAN cn O 1 MI /v� 1 112• P , 1 �I3 ui 0 1 NOTE 5 /j . .. � BSSC / F540 -FV -2013 II J TERTIARY FILTER 1 UNDERDRAIN LL �, AIR SCOUR FLOW FLUME BLOCK VALVE NOTE 4 OVER FILTER FLUME • �` 1 - RUBBER / • \ 1� • EXPANSION \ AIR SCOUR RISER JOINT (TYP) I i-1 o- NOTE a BY UNDERDRAIN MFR ��:Il - I 4 .' t r V) _ CONTRACTOR 1 UNDERDRAIN SUPPLIER 7". /� 1 al - 1 1 AIR SCOUR HEADER BY U �7o f F_ I u UNDERDRAIN MFR • .7a - a - � -- ---- .--- i1 5 , ll � '. (- 1 ■ �_ __ ► 36" ANTHRACITE 1� 7,4411- �I1 EFFLUENT FLOW TERTIARY FILTER P 12' SAND CONTROL VALVE NOTE 5 �I I J . :BSSC I �_ — - - - - , (8' LPA P302 L BFV -9008 \ I UNDERDRAIN'SUPPUER UNDERDRAIN LATERAL PIPING ® " - I I AIR SUPPLY ti% SEE NOTE 2 NOTE 1 ' ( 30' 6Cl'd5� - - — NOTE 1 0 — - I u 8' PA � I 8' LPA 'IL SEE NOTE 1 11 i a � , i r 1 � 1 W I 1 DRAINAGE TROUGH ,ii a ° __ (.ax! Fr ) 40 D C SECTION SCALE: 314' 1' -0" FILE: 7558C10-030-M-301 30 -M -2 SCALE: 318• = 1' -0' FILE: 7558C10-030 -M-301 DESIGNED - - - - CFS/JFM w pR�(S m JOB NO. DRAWN ,;; F s W DURHAM AWTF VERIFY SCALES JOB 7558C.10 . m EDL W 961 ' e 4 'A 5 Z R BAS ONE INCH ON DRAWING NO. FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAWING ° CHECKED MECHANICAL 0 ®1 30 -M -8 s GCS a �/ ��: a ,,�� Engineers...Working W � v►r/rn w CleanWater Services .,. -- h -••' „f ...uu,n,l.n� it ,„ I<a, TERTIARY ALTERS SECTIONS IFNOTONE 1CHON SHEET NO. 3. ADDITIONAL PIPING NOT SHOWN FOR CLARITY CONTRACTOR SHALL NOTE THAT AREA ABOVE THE 16" LPA IS CONGESTED W/EXISTING IN SERVICE" PIPING. / • 4. CONTRACTOR SHALL VERIFY EXACT ANGLE NECESSARY TO. ACHIEVE PIPE ALIGNMENT. 5. TERMINATE VENT PIPING 3" BELOW TOP OF WALL. 6. ROUTE VENT PIPING SO AS NOT TO INTERFERE WITH VALVE STEM. SUPPORT ALONG WALL. • �. I \ ' '` ` - p I NOTE 5 TOP OF FILTER WALL APPROX v 1 /- - - /� EL 154.0 RUBBER EXPANSION JT REINFORCING PAD FOR 3 "ABAND0NED PIPE (2) -- u°� liEFJ 20' -0'(MIN) I 10' -0•(MIN) P NOTE 3 j • -� fl 1 TAPPING. CONTRACTOR VALVE STEM el SHALL INSTALL PER AWWA M -11 REQUIREMENTS - J— - -- ___________I _ II A _._._._._._._._._,_._-rm P662 P ;a _ _._._._._._._.__._._._._ B SSC ` 1 . P 540 FIT - 2130 I M . 1 1 I _ F F n. F F_ FILTERS AIR SCOU r I�I�I I�I�I -- -- - �I 12' LPA) NOTE 1 LPA FLOW ® -- (y) ` 540 FCV - 2130 i r - l_ -It elllll- C l'' - EL 147 I i �� TI - -- - - AIR SCOUR LPA ` I d NOTE 4 VALVE CONTROL NOTE6 DETAIL I{[ilig 18"x16'%12 ". I ■ '' 11-. FILE: 7558C10-030- AA-301 RDCR i- 4 Q INSTALL REINFORCING PAD 7-1- 1 F I 11 FOR TAPPED OPENING PER • / i I I AWWA M-11 REINFORCING PAD FOR • I C _ Li _ _ _ I �1" - ..__.____. TAPPING. CONTRACTOR -- 1 dI - = ,? SHALL INSTALL PERAWWA ` ~_-�` % �b 1 - - . -- - IL.l; ; .. - - . -- . _ . _ . _ ( _ M -11 REQUIREMENTS � I, r MM J 4- -- \ -1- — I EL 136 _ — (— 1 -_... .. I _ � - �CL - 138.5 8.5 , titif. ijF 1 3. ' , ii*II. ! I \ E SECTION __ D SECTION DETAIL 1 30-M -3 SCALE: 3/8" = 1' -0" 30-M -3 SCALE: 3/8" = 1' -0" SCALE: 3" =-1' -0" ay FILE: 7558C10-030 -M -301 FILE: 7558C10-030 -M -301 FILE: 7558C10-030 -M-301 W LL Yl r a 0 c DESIGNED - CFS/JFM - ." ,o FQprffr• w DURHAM AVVTF VERIFY SCALES 7 558C . 0 o c ,... N ff q Z •r' m EDL = �, : •ibpj � W W 17-k": carriffin > BM IS ONE INCH ON DRAWI NO. CHECKED FILTERS 1-4 RECONSTRUCTION PROJECT oluaN LLORAwINo c CHECKED GCS d f 4 ,44 :.., , , , Engineers...Working Wonders With Water CleanWai Services MECHANICAL o ®r 30 -M -9 n,,. .d.". TERTIARY FII TFRS SFC:TICINS SHEET NO. ■ wLIY 1 IrI .#PP 1 IVIV 0 T IVIDVLO JWI 1 l:1 I AULES RACEWAY LOW VOLTAGE MISCELLANEOUS b \ e LOW VOLTAGE CIRCUIT BREAKER I1P MOTOR = TYPE • — EQUIPMENT IDENTIFICATION a S b SINGLE POLE SWITCH EXPOSED CONDUIT b D 1 a MCP MOTOR CIRCUIT PROTECTOR HP = HORSEPOWER RATING a = DEVICE SWITCHED DESIGNATION d 0 f FULL LOAD AMPS AS NOTED b = CIRCUIT DESIGNATION _■ BREAK = THERMAL MAGNETIC II EQUIPMENTANST INDICATES BRC IN CONDUIT RUN SS = SOLID STATE rd PACKAGED EQUIPMENT RUMENT LOCATOR a p IF c = .S c LSIG = LONG TIME, SHORT TIME LOAD RATING AS INDICATED LUMINAIRE IDENTIFICATION 2 = DOUBLE POLE SWITCH INSTANTANEOUS, GROUND FAULT a = NUMERIC VALUE a x b a = DEVICE SWITCHED FROM 3 =THREE -WAY SWITCH "' - .. - .- - EXPOSED CONDUIT HIDDEN BEHIND WALLS, b = FRAME SIZE 0 c b = HP, KW, KVA AS INDICATED b = CIRCUIT DESIGNATION 4 = FOUR -WAY SWITCH FLOORS OR OTHER STRUCTURES c = NUMBER OF POLES a TRANSFORMER c = MOUNTING HEIGHT IN FEET K = KEY OPERATED SWITCH _ _ _ _ _ _ UNDERGROUND CONDUIT, DIRECT BURIED d = TRIP SETTING (AT = AMP TRIP) b a = DEVICE I.D. F = SWITCH AND FUSESTAT b = KVA RATING TO BOTTOM OF FIXTURE IN DUCTBANK OR UNDER SLAB (AC = CONTINUOUS SETTING) c O HOLDER e = d c = NUMBER OF PHASES 1 INDICATES KEYNOTE 1 P = SWITCH AND PILOT LIGHT f = INTERRUPTING RATING a d = PRIMARY VOLTAGE (PERTAINS ONLY TO SHEET T = THERMOSTAT - - • . - - • . - O WHERE NOTE IS FOUND) D = DIMMER SWITCH CONDUIT IN FLOOR SLAB O >_10 LOW VOLTAGE CIRCUIT BREAKER e = SECONDARY VOLTAGE AUXILIARY OPERATOR / L = LOW VOLTAGE LIGHT SWSWITCH • 1 = S = SHUNT TRIP - GROUNDED WYE CONNECTION GROUNDING a OCCUPANCY = MANUAL MOTOR STARTER = K = KIRK KEY INTERLOCK CCUPANCY SENSOR CONDUIT VERTICAL CHANGE IN DIRECTION = G = GROUND FAULT INTERRUPTER DELTA CONNECTION b a = CIRCUIT DESIGNATION = V = SOLENOID KEY RELEASE -' -' -' - • - UNDERGROUND GROUND GRID #410 SDBC b = DEVICE SWITCHED DESIGNATION 0 JUNCTION BOX UNLESS OTHERWISE NOTED 0 GROUND ROD a a = DISCONNECT SWITCH O b INDICATED ON THE DRAWINGS SWITCH AND SINGLE RECEPTACLE p DISCONNECT SWITCH c ENGINE-GENERATOR RATINGS AS b a = CIRCUIT DESIGNATION CONDUIT SEAL a RATING ad a = KVA/KW 0 GROUND ROD AND GROUND WELL b = DEVICE TYPE DESIGNATION . - - - - e b = VOLTAGE/CONNECTION -•- '?' -•- COMPRESSION OR EXOTHERMIC S = SWITCH AND SINGLE RECEPTACLE _ _ 1 GROUNDING CONNECTION *e DUPLEX RECEPTACLE APPRTO BANK DIMENSIONS FUSED DISCONNECT SWITCH d = WIRE b a = CIRCUIT DESIGNATION SHOWN ON DUCTBANK SCHEDULE a =FUSE RATING e = p{ b = DEVICE TYPE DESIGNATION ��----��<< LUMINAIRES e TELEPHONE OUTLET 111111.1111 CABLE TRAYS a b CURRENT TRANSFORMER WITH li a = MOUNTING HEIGHT - - - - SHORa = QQU m BLOCK O 7, 4', OR 8' FLUORESCENT STRIP a 1 T I CONDUIT TEE ® a b =RATIO b DATA COMMUNICATIONS OUTLET FUSE N a = MOUNTING HEIGHT _3 POTENTIA TRANSFORMER z' X 7 LAY -IN TROFFER NFW AND FXISTIN( b a = Qu . ANTTTY REFER TO LUMINAIRE SCHEDULE �e DISCONNECT SWTICH A b = RATIO a =TYPE REFER TO © Fl FCTRICAI I F( FNQ O COMBINATION STARTER I I PE WITH CONTROL POWER TRANSFORMER SOLID STATE 7 X 4' LAY-IN TROFFER a a = CIRCUIT BREAKER DISCONNECT, MULTIFUNCTION METER REFER TO LUMINAIRE SCHEDULE PHOTOCELL DISCONNECT SCHEDULE ) EXISTING CONDUIT, ELECTRICAL TYPE AS NOTED EQUIPMENT, DEVICES, SHOWN i b b = STARTER TYPE 0 LUMINAIRE POLE MOUNTED WITH RECEPTACLE AS SCREENED c FVR = FULL VOLTAGE REVERSING ON POLE FVNR = FULL VOLTAGE NON REVERSING A ^ AMMETER TEST POINT RVAT = REDUCED VOLTAGE NEW CONDUIT, ELECTRICAL d AUTO TRANSFORMER TWO LUMINAIRES ON ONE POLE EQUIPMENT, DEVICES, SHOWN RVNR = REDUCED VOLTAGE NON REVERSING VTP AS BOLD TS1 W = TWO SPEED CONSEQUENT POLE, -)) VOLTAGE TEST POINT ONE WINDING TS2W = TWO SPEED SEPERATE WINDING LUMINAIRE POLE MOUNTED / X)000( / CONDUIT IDENTIFICATION: c = NEMA STARTER SIZE © TRANSIENT VOLTAGE WITH RECEPTACLE )0XXX - CONDUIT NUMBER d = OVERLOAD HEATERS SURGE SUPRESSOR STROBE SEE RACEWAY BLOCK DIAGRAM a = COLOR = P = POWER CONDUIT VARIABLE FREQUENCY DRIVE jl� l • R =RED = C = CONTROL CONDUIT WIT FEATURES AS NOTED I G = GREEN DRAWOUT CONNECTIONS A = AMBER = S = SIGNAL CONDUIT = PC = POWER/CONTROL CONDUIT I U I LINE REACTOR I I IR ' = CE = EMPTY CONDUIT I I I I LOAD REACTOR •-v••• GROUND LUMINAIRE, EMERGENCY BATTERY POWERED LL LL CAPACITOR LUMINAIRE, EMERGENCY/EXIT BATTERY POWERED Ti RAf:FWAY NI IMRFRING IDFNTIFICATION REDUCED VOLTAGE SOLID STATE STARTER —I BATTERY V—D, LUMINAIRE, EMERGENCY BATTERY-POWERED REMOTE RVSS IC = INPUT CONTACTOR 0 LUMINAIRE, SURFACE OR PENDANT MOUNTED EXAMPLES: OK KIRK KEY � a �r LUMINAIRE, WALL MOUNTED C- 100P0101 A CONTROL CONDUIT IN IPS FACILITY FOR PUMP 1 g P-1001.0101 A POWER CONDUIT IN IPS FACILITY FOR PUMP 1 1 S- 100P0101 A SIGNAL CONDUIT IN IPS FACILITY FOR PUMP 1 n LUMINAIRE, FLOOD/SPOT PC- 100FV1301 A COMBINED POWER AND CONTROL CONDUIT FOR CONTROL VALVE 18SE 18 -PULSE VARIABLE FREQUENCY DRIVE • g at } E P- 100P0201, P- 100P010202 POWER CIRCUITS FOR PUMP 1 8 2 I LL I LOAD REACTOR MEN 8 () LUMINAIRE, EXIT ONE OR TWO FACES AS PB- 100VFD0101 PROFIBUS CONDUIT FOR VFD 1 f- INDICATED. ARROW POINTS IN DIRECTION OF o EGRESS. LUMINAIRE, WALL WASHER DESIGNED D RAW N o , �� °� N" �` S S z � DURHAM AWTF VERIFY sCALES 75sec o B R O IS ONE ORA INCH o ON DRAWING NO. ! �y FILTERS 1-4 RECONSTRUCTION PROJECT ww ....,, Car01/0 CHECKED � M � / E -1 JDD d \ \ �/_. m $ Fnninnnre ui w.:,,.. ui _,�,..., u..A. u._s__n Cl eanWa ter • Services ELECTRIC 0 ®1' IMF ABAN ABANDON E.C. ELECTRICAL CONTRACTOR L1, L2, L3 LIGHTING PANEL BRANCH CIRCUIT PS PRESSURE SWITCH 3 CHECKING OR INTERLOCKING RELAY 81 FREQUENCY RELAY • ABCB AIR BLAST CIRCUIT BREAKER EM EMERGENCY LA LIGHTNING ARRESTOR PT POTENTIAL TRANSFORMER 4 MASTER CONTACTOR 82 DC RECLOSING RELAY ABS ABSOLUTE EMF ELECTROMOTIVE FORCE LB POUND PVC POLYVINYL CHLORIDE RIGID PLASTIC CONDUIT 5 STOPPING DEVICE 83 AUTOMATIC SELECTIVE CONTROL OR TRANSFER RELAY ABSW AIR BREAK SWITCH EMT ELECTRICAL METALLIC TUBING LBL LABEL PWR POWER 6 STARTING CIRCUIT BREAKER 84 OPERATING MECHANISM ABT AIR BLAST TRANSFORMER EN ENERGIZED LC LIGHTING CONTACTOR RAC RIGID ALUMINUM CONDUIT 7 ANODE CIRCUIT BREAKER 85 CARRIER OR PILOT -WIRE RECEIVER RELAY AC ALTERNATING CURRENT ENAM ENAMEL LCP- X LOCAL CONTROL PANEL NO. X R - X RESISTOR OR POTENTIOMETER NO. X 8 CONTROL POWER DISCONNECTING DEVICE RECPT RECEPTACLE 88 LOCKOUT RELAY ACB AIR CIRCUIT BREAKER ENCL ENCLOSURE LCS LOCAL CONTROL STATION 8 REVERSING DEVICE ACK ACKNOWLEDGE ENG ENGINE LDR LOADING RELAY REV REVERSE 10 UNIT SEQUENCE SWITCH 86M MOTOR LOCKOUT RELAY • ACP -X AREA/AUXILIARY CONTROL PANEL NO.X ENT ELECTRICAL NON - METALLIC TUBING LEL LOWER EXPLOSIVE LIMIT R RADIO VE HUMIDITY FREQUENCY 11 RESERVED FOR FUTURE APPLICATION 87 DIFFERENTIAL DIFFERENTIAL PROTECTIVE RELAY RH RELATIVE HUMIDITY 87M MOTOR DIF RELAY ACTR ACTUATOR EP EXPLOSION PROOF LL LEAD LAG LOAD REACTOR • ADDL ADDITIONAL ESD EMERGENCY STOP DEPRESSED LLCO LOW LEVEL CUT-OFF SYNCHR RM - X REMOTE MODULE NO. X 12 DEVICE 87T HIGH SPEED TRANSFORMER DIFFERENTIAL RELAY R-O-A REMOTE -ON -AUTO 13 SYNCHRONOUS-SPEED DEVICE ADDM ADDENDUM ESR EMERGENCY STOP RELAY LOR LOCAL -OFF- REMOTE RS RAPID START 14 UNDER-SPEED DEVICE 87TG TRANSFORMER GROUND DIFFERENTIAL RELAY AF AMP FRAME ETM ELAPSED TIME METER LOS LOCK -OUT STOP RVAT REDUCED VOLTAGE AUTO TRANSFORMER 15 SPEED OR FREQUENCY MATCHING DEVICE 88 AUXILIARY MOTOR OR MOTOR GENERATOR AFC AUTOMATIC FREQUENCY CONTROL RVN REDUCED VOLTAGE NON - REVERSING LP LIGHT POLE 16 RESERVED FOR FUTURE APPLICATION 89 LINE SWITCH AHC AUTO- HOLDCLOSED FA FIRE ALARM LP - X LIGHTING PANEL NO. X RVSS REDUCED VOLTAGE SOLID STATE 17 SHUNTING OR DISCHARGE SWITCH 90 REGULATING DEVICE AHM AMPERE HOUR METER FACP FIRE ALARM CONTROL PANEL LR LATCHING RELAY LINE REACTOR S SHIELD 18 ACCELERATING OR DECELERATING DEVICE 91 VOLTAGE DIRECTIONAL RELAY AIC AMP INTERRUPTING CAPACITY FBO FURNISHED BY OTHERS LRA LOCKED ROTOR AMPS S/A SURGE ARRESTER 19 STARTING -TO- RUNNING TRANSITION CONTACTOR 92 VOLTAGE AND POWER DIRECTIONAL RELAY AM AMMETER FC FOOTCANDLE / FAIL CLOSED LS LIMIT SWITCH SDBC SOFT DRAWN BARE COPPER 20 ELECTRICALLY OPERATED VALVE 93 FIELD - CHANGING CONTACTOR ARAB AMBIENT FDR FEEDER LTG LIGHTING SEC SECOND, SECONDARY 21 DISTANCE RELAY 94 TRIPPING OR TRIP-FREE RELAY ANN ANNUNCIATOR FLA FULL LOAD AMPS LV LOW VOLTAGE S-F SLOWER - FASTER 22 EQUALIZER CIRCUIT BREAKER 95 ANT ANTENNA FL.P FAIL TO LAST POSITION LVL LEVEL SFL SUB FEED LUGS 23 TEMPERATURE CONTROL DEVICE 96 USED ONLY FOR SPECIFIC APPLICATIONS IN INDIVIDUAL APU AUXILIARY POWER UNIT FLUOR FLUORESCENT SIG SIGNAL 24 RESERVED FOR FUTURE APPLICATION 97 INSTALLATIONS WHERE NONE OF THE ASSIGNED NUMBERED ARM ARMORED CABLE FLX FLEXIBLE CONDUIT M-X MOTOR CONTROLLER NO. X SLIT SHT LIQUIDTIGHT FLEXBLE CONDUIT SM SURFACE MOUNTED 25 SYNCHRONIZING OR SYNCHRONISM -CHECK DEVICE 98 FUNCTIONS FROM 1 TO 94 ARE SUITABLE. AS AMMETER SWITCH FM FREQUENCY MODULATION / MA MILLIAMPERE ASU AIR SUPPLY UNIT FLOOR MOUNTED MAN MANUAL SP SINGLE POLE 25A AUTOMATIC SYNCHRONIZING RELAY gg SPDT SINGLE POLE DOUBLE THROW 26 APPARATUS THERMAL L DEVICE ASYM ASYMMETRICAL FO FAIL OPEN / FIBER OPTIC MATV MASTER ANTENNA TELEVISION SPST SINGLE POLE SINGLE THROW 27 UNDERVOLTAGE RELAY AT AMP TRIP F-O-S FAST-OFF-SLOW ATO AUTOMATIC THROW OVER F-O-S-A FAST-OFF-SLOW-AUTO MAX MAXIMUM SS-.S SPEAKER 27N 27N GROUND FAULT UNDERVOLTAGE RELAY 28 FLAME DETECTOR S ATP AMMETER TEST POINT F O R FAST-OFF-SLOW-REMOTE SS SOLID STATE LOW REMOTE MC MODULATE CLOSE SSC SUPERVISORY SET POINT CONTROL 29 ISOLATING CONTACTOR COMMONLY USED SUFFIX LETTERS APPLIED TO ATS AUTOMATIC TRANSFER SWITCH FP - X FIELD PANEL NO. X MCA MOTOR CIRCUIT AMPS S SHORTING TERMINAL BLOCK 30 ANNUNCIATOR RELAY AUTO AUTOMATIC TRANSFORMER FRC - FIBERGLASS RIGID CONDUIT MCB MAIN CIRCUIT BREAKER SV SOLENOID VALVE 31 SEPARATE EXCITATION DEVICE ANSI STANDARD POWER DEVICE FUNCTION NUMBERS XFMR FREQ FREQUENCY MCC - X MOTOR CONTROL CENTER NO. X SW SWITCH 32 DIRECTIONAL POWER RELAY AUX AUXILIARY FS FLOAT SWITCH MCP MOTOR CIRCUIT PROTECTOR SWBD SWITCHBOARD 33 POSITION SWITCH/CELL SWITCH A ALARM ONLY AWG AMERICAN WIRE GAGE FU FUSE MERC MERCURY VAPOR SWGR SWITCHGEAR 34 MASTER SEQUENCE DEVICE B BUS PROTECTION FU SW FUSED SWITCH M/G MOTOR GENERATOR SYM SYMBOL 35 • BRUSH - OPERATING OR SLIP -RING SHORT - CIRCUITING DEVICE G GROUND FAULT PROTECTION B BELL FUT FUTURE MGO MAGNETICALLY OPERATED SYS SYSTEM 36 POLARITY OR POLARIZING VOLTAGE DEVICE (RELAY CT IN A SYSTEM NEUTRAL CIRCUIT OR BAT BATTERY FVNR FULL VOLTAGE NON - REVERSING MH MANHOLE, MOUNTING HEIGHT TACH TACHOMETER 37 UNDERCURRENT OR UNDERPOWER RELAY GENERATOR PROTECTION) BCT BUSHING CURRENT TRANSFORMER FVR FULL VOLTAGE REVERSING MLO MAIN LUGS ONLY TB -X TERMINAL BLOCK - UNIT X 38 BEARING PROTECTIVE DEVICE GS GROUND FAULT PROTECTION BDCT BUS DIFFERENTIAL CURRENT FWD FORWARD MO MANUALLY OPERATED TC THERMOCOUPL FTIME CLOCK/TRAY CABLE 39 MECHANICAL CONDITION MONITOR (RELAY CT IN TOROIDAL OR GROUND SENSOR TYPE) TRANSFORMER MOD MOTOR OPERATED DAMPER TD TEMPERATURE DETECTOR RELAY 40 FIELD RELAY BHP BRAKE HORSEPOWER G GROUND / EQUIPMENT GROUND MOT MOTOR MR TIME DELAY RELAY 4 D L MO E T BKR BREAKER GEN GENERATOR MOV METAL OXIDE VARISTOR E NIRCUIT UREAKER TE TOTALLY ENCLOSED 42 RUNNING RUNNNING CIRCUIT BREAKER M MOTOR PROTECTI ON BPD BUSHING POTENTIAL DEVICE GRC GALVANIZED RIGID CONDUIT MPR MOTOR PROTECTION RELAY TEFC TOTALLY ENCLOSED FAN COOLED N GROUND FAULT PROTECTION • BRF BELOW RAISED FLOOR GFCI GROUND FAULT CIRCUIT INTERRUPTER MS -X MOTOR STARTER NO. X TEMP TEMPORARY 43 MANUAL TRANSFER OR SELECTOR DEVICE (RELAY COIL CONNECTED IN RESIDUAL CT CIRCUIT) (RECEPTACLE) MSP MOTOR STARTING PANEL TERM TOTALLY ENCLOSED NON - VENTILATED 44 UNIT SEQUENCE STARTING RELAY T TRANSFORMER PROTECTION C CONDUIT TERM TERMINAL 45 ATMOSPHERIC CONDITION MONITOR GFI GROUND FAULT INTERRUPTER (BREAKER) MTO MANUAL THROW OVER TJB TERMINAL JUNCTION BOX 46 REVERSE -PHASE OR PHASE-BALANCE CURRENT RELAY V VOLTAGE CAT. NO CATALOG NUMBER GFR GROUND FAULT RELAY MTR -X MOTOR NO. X TM THERMAL MAGNETIC 46N NEGATIVE SEQUENCE OVERCURRENT RELAY C-A-M COMPUTER -AUTO MANUAL GS GOVERNOR SWITCH MTS MANUAL TRANSFER SWITCH TOT TOTAL 47 PHASE-SEQUENCE VOLTAGE RELAY CB CIRCUIT BREAKER MV MEGAVOLT TP TWISTED PAIR 47N NEGATIVE SEQUENCE VOLTAGE RELAY CC CONTROL CABLE H HOT -LEG MVA MEGAVOLT- AMPERES TS TEMPERATURE SWITCH CCS CENTRAL CONTROL SYSTEM HF HIGH FREQUENCY MW MEGAWATT TS1 W TWO SPEED CONSEQUENT POLE. ONE WINDING 48 INCOMPLETE SEQUENCE RELAY CCT CONTROL CIRCUIT TRANSFORMER Hg MERCURY MWH MOTOR WINDING HEATER TS2W TWO SPEED SEPARATE WINDING 49 MACHINE OR TRANSFORMER THERMAL RELAY CCTV CLOSED CIRCUIT TELEVISION HID HIGH INTENSITY DISCHARGE TSTAT THERMOSTAT 49/50 MOTOR THERMAL & INSTANTANEOUS RELAY TU TURBIDITY / TRANSFORMER 50 INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE RELAY CCW COUNTER CLOCKWISE HO HIGH OUTPUT N NEUTRAL / NORTH / NITROGEN TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR 50BF BREAKER FAILURE RELAY CFP CHEMICAL FEED PUMP H-O-A HAND -OFF -AUTO NC NORMALLY CLOSED 50GS GROUND SENSOR INSTANTANEOUS OVERCURRENT RELAY CKT CIRCUIT 11-0-R HAND-OFF-REMOTE NCTO NORMALLY CLOSED TIMED OPEN UHF ULTRA HIGH FREQUENCY C-M COMPUTER MANUAL HORIZ HORIZONTAL NEC NATIONAL ELECTRICAL CODE 50/51 PHASE TIME 8 INSTANTANEOUS OVERCURRENT RELAY CO CUT OFF SWITCH HP HORSEPOWER NEC NEGATIVE UNG UNGROUNDED UPS UNUPTABLE POWER SUPPLY 51 AC TIME ME /51 PHASE T B RELAY COAX COAXIAL CABLE HPF HIGH POWER FACTOR NEUT NEUTRAL 51 GROUND I TIME OVERCURRENT RELAY COEF COEFFICIENT HPS HIGH PRESSURE SODIUM NFC NONMETALLIC FLEXIBLE CONDUIT V VOLT 51 N RESIDUALLY CONNECTED TIME OVERCURRENT RELAY COM COMMON HR HOUR NIC NOT IN CONTRACT VA VOLT AMPERE 51NB RESIDUALLY CONNECTED TIME OVERCURRENT RELAY COMM COMMUNICATION HS HAND OPERATED SELECTOR SWITCH NJ NORMAL-JOG VAR VARMETER 51/27C VOLTAGE CONTROLLED TIME OVERCURRENT CPT CONTROL POWER TRANSFORMER HSTAT HUMIDISTAT NL NIGHT LIGHT VB VACUUM BREAKER 5127R VOLTAGE RESTRAINED TIME OVERCURRENT CP - X CONTROL PANEL DESIGNATION X HV HIGH VOLTAGE NO NORMALLY OPEN VCO VOLTAGE CONTROLLED OSCILLATOR 52 AC CIRCUIT BREAKER CR - X CONTROL RELAY DESIGNATION X HVAC HEATINGNENTILATION/AIR CONDITIONING NOTC NORMALLY OPEN TIMED CLOSED VCP VENDOR CONTROL PANEL VEL VELOCITY 53 EXCITER OR DC GENERATOR RELAY CS CONTROL STATION HZ HERTZ NP NAMEPLATE VFD VARIABLE FREQUENCY DRIVE 54 RESERVED FOR FUTURE APPLICATION • CT CURRENT TRANSFORMER VHF VERY HIGH FREQUENCY 55 POWER FACTOR RELAY CTC CURRENT TRANSFORMER CABINET IC INTERRUPTING CAPACITY 0 OPEN OR OPENED VHO VERY HIGH OUTPUT 56 FIELD APPLICATION RELAY CTRL CONTROL IC INSTANTENOUS/CONTINUOUS LOAD O-C OPEN -CLOSE VM VOLTMETER 57 SHORT - CIRCUITING OR GROUNDING DEVICE CV CONTROL VALVE IGN IGNITION 0-0-A OPEN -CLOSE -AUTO VP VAPORPROOF 58 RECTIFICATION FAILURE RELAY CW CLOCKWISE / COOL WHITE IJB INSTRUMENT JUNCTION BOX OCB OIL CIRCUIT BREAKER VR VOLTAGE REGULATOR S9 OVERVOLTAGE RELAY CWX COOL WHITE DELUXE AMC INTERMEDIATE METAL CONDUIT OCR OIL CIRCUIT RECLOSER VS VOLTMETER SWITCH VT T OH OVERHEAD VOLTAGE TRANSFORMER 59N GROUND FAULT OVERVOLTAGE RELAY INLAND INCANDESCENT DC DIRECT CURRENT INST INSTANTANEOUS OHGW OVERHEAD GUY WIRE VTP VOLTAGE TEST POINT 59/81 VOLTS PER HERTZ OVEREXCITATION RELAY DCS DISTRIBUTED CONTROL SYSTEM INSTR INSTRUMENT OL OVERLOAD RELAY W WATT / WEST 6 RES RESERV E CURRENT BALP ION 62 TIME -DELAY F OR FUTURE RPP Y STOPPING OR OPENING CE NG G RN DCU - X DISTRIBUTED CONTROL UNIT NO. X INT INTERLOCK 0-0 ON-OFF WHD WATTHOUR DEMAND METER 61 F R $ DD DELAY UPON DE- ENERGIZING INTERCOM INTERCOMMUNICATION 0-0-A ON- OFF -AUTO WHM WATTHOUR METER 62 RELAY 63 PRESSURE SWITCH $ DE DELAY UPON ENERGIZING IW# IN WALL (#- INCHES AFF OR AEG) 0-0-R ON-OFF- REMOTE WM WATTMETER WT WATER TIGHT 64 GROUND PROTECTIVE RELAY DEEN DE- ENERGIZE IWP IN WALL WEATHERPROOF OPT OPTIONAL Wp WEATHER PROOF 65 GOVERNOR DEMO DEMOLITION O-R OFF - REMOTE 66 NOTCHING OR JOGGING DEVICE DEV DEVIATION J JUNCTION BOX 0-S-C OPEN-STOP-CLOSE XFMR TRANSFORMER 67 AC DIRECTIONAL OVERCURRENT RELAY DISC DISCONNECT SWITCH P POLE 68 BLOCKING RELAY DIV DIVISION K KEY INTERLOCK PA PUBLIC ADDRESS ZS POSITION SWITCH 69 PERMISSIVE CONTROL DEVICE A DM DEMAND METER KA KILOAMP PB PULL BOX / PROFIBUS 70 RHEOSTAT DPDT DOUBLE POLE DOUBLE THROW KV KILOVOLT PCP - X PUMP CONTROL PANEL NO. X 71 LEVEL SWITCH DPST DOUBLE POLE SINGLE THROW KVA KILOVOLT AMPERE PCS PVC COATED GALVANIZED STEEL CONDUIT 72 DC CIRCUIT BREAKER DS DOOR SWITCH KVAR KILOVAR (REACTANCE) 73 LOAD RESISTOR CONTACTOR DW DELUXE WHITE KW KILOWATT PCM PROCESS CONTROL MODULE 74 ALARM RELAY DX DIRECT EXPANSION KWD KILOWATT DEMAND PE PHOTOCELL 75 POSITION CHANGING MECHANISM KWH KILOWATT HOUR PF POWER FACTOR 76 DC OVERCURRENT RELAY PFC POWER FACTOR CORRECTION CAPACITOR 77 PULSE TRANSMITTER PFR PHASE FAILURE RELAY 78 PHASE -ANGLE MEASURING OR OUT-OF-STEP PROTECTIVE RELAY PH PHASE PNL PANEL - DESIGNED DRAWN ' V re G = S i f '� ° "°`F W R 1� DURHAM AWTF VERIFY SCALES S JOa �p i Hff ? 2 1 � u� K �3 / BAR ONE NCH ON DRAWING NO. m CGR CHECKED Z w � D W : _ . • c � FILTERS 1-4 RECONSTRUCTION PROJECT OR _ DRAWING • p \ \ LC1H. c$,p." � JDD m F,,,,;,,, W ,, ,,;,,,, u, ,,,H 1,,,,,, IAA-4.e... C1eanWater Services ELECTRICAL 0 ®1 E -2 N • ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS CONTROL CABLE CIRCUIT CALLOUTS [All [1 TYPE 3] (CI] [MSC] [A21 [2 TYPE 3] [C21 [2#14,1 #146] [CC3] (1-3C, TYPE 11 j:FNFR41 NOT FS [A [3 TYPE 3) [C31 (3#14,1 #146) [( 12 -3C, TYPE 1] 1. APPLICATION: THESE PROVISIONS APPLY TO ALL WORK [A4] [4 TYPE 3) (C4) 14#14,1 #1461 ((3)CC3J [3-3C, TYPE 1] GENERALLY, UNLESS OTHERWISE SPECIFIED BY SPECIFIC [A5] [5 TYPE 3] psi [5#14,1 #1461 [(12)CC3] 112 -3C, TYPE 1] NOTE OR REFERENCE. [A6) [6 TYPE 3] [C6] (6#14,1 #14GJ (CC3/CC5] 0-3C, 1-5C TYPE 1] 2. ANALYZE THE REQUIREMENTS FOR ROUTING EACH ACEWAY 7] [7#14.1#14G) AND INSTALL ACCORDING TO THE PECIFICATIONS. WHERE [A71 [7 TYPE 3] (C7] 18#14.1#14G) [CC3/CC71 [1 -3C, 1 -7C, TYPE 1] SPECIFIC ROUTING IGHTSOF -WAY (R.O.W) ARE SHOWN, [A8J [8 TYPE 3] ROUTING OF RACEWAYS SHALL CONFORM TO THOSE [C12] [12#14,1 #14G1 [CC3/CC5lCC7] [1 -3C, 15C, 1 -7C, TYPE -1] CORRIDORS UNLESS ALLOWED OTHERWISE. WHERE ACCESS, [A9] [9 TYPE 3] [C14] [14 #14,1 #146] [CC5] 0-5C, TYPE 1] CONSTRUCTABIUTY, OR COORDINATION WITH OTHER (A101 [10 TYPE 3] [C16] [16 #14,1 #146) [(2)CC5]. (25C, TYPE 1) ELEMENTS OF THE WORK SUGGESTS THAT AN ALTERNATE [All] 01 TYPE 3] ROUTING BE CONSIDERED, SUBMIT THAT ALTERNATE PLAN (Al2) [12 TYPE 3] POWER CABLE CIRCUIT CALLOUTS [(3)CC5] 13-5C, TYPE 1] FOR APPROVAL. [A13] [13 TYPE 3] [CC5/(3)CC3] [1 -5C. 3-3C, TYPE 1] [PC1] I1-4G #12, TYPE 2] [A141 [14 TYPE 3] [(3)PC1] [3-4C#12, TYPE 2] [(2)CC7] [2 -7C, TYPE 1] [A151 [1 TYPE 4) [CC7] [1 -7C, TYPE 1) CABLE TYPE IDENTIFICATION [A161 [2 TYPE 4] [PC1 /CC3] (1-4C#12, TYPE 2, 1-3C, TYPE 1] ICC7 /(2)CC121 [1 -7C, 2 -12C, TYPE 1] [A77] [3 TYPE 4] [(2)PC1 /(2)CC31 [2 -40#12, TYPE 2, 2 -3C, TYPE 1] [(2)CC9] [2 -9C, TYPE 1] W-XY-TYPE Z . [A18] [4 TYPE 4] I(3)PC1 /(3)CC3] [3- 4C #12, TYPE 2, 3-3C, TYPE 1J [CC9] [1 -9C, TYPE 1] W = NUMBER OF CABLES [A191 [5 TYPE 4] [PC [1 -4C#10, TYPE 2] [CC12) (1 -12C, TYPE 11 (A201 [6 TYPE 4] [PC3J [1-4C#8, TYPE 2) X = NUMBER OF SINGLE CONDUCTORS IN EACH CABLE [CC12/CC5] [1 -12C, 1-5C, TYPE 1) [A [ TYPE 4 ] [PC 03C#8, TYPE 2] [CC13) (1 -13C, TYPE 1] Y = C(CONDUCTOR FOR TYPE 1 CONTROL CABLE) [A221 [8 TYPE 4J [(3)PC4) [3 3C#8, TYPE 2] C# AWG(CONDUCTOR AND CONDUCTOR SIZE FOR TYPE 2 POWER CABLE) ] [9 TYPE 4) [CC19] [1 -19C, TYPE 1] [A239 T [A23 [YP TYPE 5] [PC (13C#2, TYPE 2] (CC25] [1 -25C, TYPE 1] Z = CABLE TYPE NUMBER PER SPECIFICATIONS [A25] [2 APR TYPE 5] (PC (1-30#250LCMIL, TYPE 2] [CC37] (1 -37C, TYPE 1) EXAMPLES: [PC1A] (1- 3C#12, TYPE 2] 2 -7C TYPE 1 = TWO CABLES, EACH CABLE WITH SEVEN CONDUCTORS, AND THE CABLE IS TYPE 1 [(2)PCIA] (2- 3C#12, TYPE 2) MULTICONDUCTOR [(3)PCIA] [3.30#12, TYPE 2] 1-4#12 TYPE 2 = ONE CABLE, FOUR CONDUCTORS, SIZE #12 AWG AND ONE GROUND CONDUCTOR TYPE 2 [(4)PC1A1 [43C#12, TYPE 2] MULTICONDUCTOR POWER CABLE [(2)PC2A] [2 -3C #10, TYPE 2] PC1 /CC3 = ONE CABLE, FOUR CONDUCTORS, SIZE #12 AWG AND ONE GROUND CONDUCTOR TYPE 2 (PC [1- 3C#10, TYPE 2] MULTICONDUCTOR POWER CABLE. ONE CABLE WITH 3 CONDUCTORS AND THE CABLE IS TYPE 1 [PC3A] (1 -3C#8 TYPE 2] MULTICONDUCTOR. [PC2/PCIA] (1.4c#10, 13C#12, TYPE 2] [PC1NCC5/(2)CC3] (13C#12, TYPE 2, 1-5C, 2 -3C, TYPE 11 [PC2/CC19] (1- 4C #10, TYPE 2, 1 -19C, TYPE 1] ' IPCINCC91 I13C#12. TYPE 2. 1 -9C. TYPE 11 POWER CIRCUIT CALLOUTS [P [MSC[ [P23] [3#8,2#14,1 #1OG] (P2] [2#12,1#12G] [P241 [3#8.3#14.1 #10G) CONDUIT OF / R CE ON Y BL O KDIAG AND CIRCUIT/RACEWAY BLOCK DIAGRAMS [P3] [3#12,1 #12G] [P25] (3#8,4#14,1#10G] 1 F[,FN<7 FOR CnNnl IITR [P4] (4 #12,1 #12G1 [P26) [3#8,5#14,1 #10G] / [P5] [5#12,1 #12G1 [P27) [2#8,1 #10G) / )000( 3/4•C [PC1A] • [P6] [8#12,1 #12G1 [P28) [3#8,1 #10G] NETWORK ' [P7] (7 #12,1 #12G1 [P29] [3#6,2#14,1 #10G] [PB] [1 TYPE 10] I I [P6) (8 #12,1 #12G1 [P30) (3#8,3#14,1 #10G1 [(2)PB) [2 -1 TYPE 10] • [P [3#12,2 #14,1 #12G] [P31] (3#6,4#14,1 #10G) U 100(X I) III [P9A] (2#122#14,1 #126] (P32] [3#8,5 #14,1 #10GJ v (P981 (9#12,1 #1261 [P33) [3#4,1#86] 10 (3#12,3#14,1#1201 / XXXX 3!4'C (CC5] CIRCUIT ID SHOWN ON CIRCUIT / RACEWAY (P ] 1 [P34] [3#4,3#14,1#86] / BLOCK DIAGRAM • [P11] [3#12,4#14,1 #12G] [P35] [3#4,5#14,1#8G] EXAMPLE: [CCS] = [15C, TYPE 1] • [P12] [3#12,5#14,1 #12G) [P38] [3#3,1#8G] 8 [P13] [3#12, 6#14,1 #12G) [P37] [3#3,3#14,1#8G) i 1 [P141 [3#12,7 #14,1 #126] [P38] [3#2,1#66] CONDUIT SIZE SHOWN ON CIRCUIT/RACEWAY BLOCK DIAGRAM [P [,3#12,12 #14,1 #12G] [P39] [3#1,146G] CALLOUT LEGEND [P161 [3#10,1 #10G] [P40] [3#1,3#14,1#6G] .V [MA] [2#10,1 #106] [P411 [3#2/0,1#6G] A= ANALOG CIRCUIT PB = PROFIBUS O [P171 [3#10,2#14,1 #10G] [P42] [3#3/0,1#4G] (CABLE) P= POWER CIRCUIT MSC = MANUFACTURER pi [P18) [3#10,3#14,1#10G] [P43] (3#410,1#4G1 (SINGLE CONDUCTORS) SUPPLIED CABLE [P19] [3#10,4# 14,1 #10G] [P441 [3#250KCMIL,1#4G] C= CONTROL CIRCUIT PC= POWER CIRCUIT • (P20] [3#10,5#14,1#10G] [P45] [3#300KCMIL,1#4G1 (SINGLE CONDUCTORS) (CABLE) o [P21] [2#8,1 #106] (P46) [3# CC= CONTROL CIRCUIT (CABLE) [P221 [3#8,1 #1061 [P47] [3#1/0,1#6G] [P22A] [4#8,1 #10G) [P48) (3#600KCMIL,1 #1/06] CE= EMPTY CONDUITS 3 DESIGNED JOB NO. SSG i FILTERS 1-4 RECONSTRUCTION PROJECT "1', °�" DURHAM AWTF V ERIFY SCALES 7558C. 0 Z f O • 2 W F ;2 < • c r � � `= r � � DRAG No. CHECKED _ . w 1M 1B 1E 1G 1K. 2M. 3F 2C 2E 2G V w MCC 9030, 480V. 3PH , 4W, 600A.65KAIC -y Jug '' 2J 2K 3E 3M • 1 MLO I I -- — I - , I — -- - n n n % n 2 O Ai I 100AF b TM 250AF o. TM 6 •\ MCP 250AF TM , -., MCP 100AF (1). TM 100AF 7 TM 100AF It TM h• MCP p\ MCP • 3P 3P 3P SPACE 3P 3P 3P 3P 1 3P • 3P 3P I 7OAT 65KAIC 250AT O� 65KAIC C� 65KAIC 250AT O 65KAIC Q� 65KAIC 30AT ) 1 65KAIC 3OAT Q/ 65KAIC 15AT 65KAIC 0 65KAIC ?/ 65KAIC L j I 1 i SIZE 1 I f SIZE 1 I r SIZE 3 L SIZE 5 I ;. I 1 1 1 1 I LR I I I I LR 7 1 1 ! I VFD ! 1 I VFD I I - ---- - - -- i i 1 ,.,,,#„... � LL J� I 1 I LL 4J TERMINAL BOX I TERMINAL BOX i j 1 / - - - Y. 12_57„, ,25 �r, o o ;d/ ;/ / ;; o ,, o nor 1,1-:?P-90(1 i r CM -6,01 b EFRP -9003 �M -8101 11 BFV -90 19 7 /510 7 1 . 41Z � riFV -9022 r BFV 90 II 7F4- -- Z Ij BFV -9007 I 7 � f BFV -9010 BFV -9011 r�:� • � I • r I RP -9001 RP -9003 FROM TO AT1 �'` - I II jj <�! �� I I� 11 EXCESS FLOW CHEMICAL EXCESS FLOW CHEMICAL FILTER INFLUENT , `r ler BACKWASH DRAIN �`r .��. FILTER INFLUENT �,l`J.r� BACKWASH DRAIN �r��f��. • AIR SCOUR LPA REUSE PUMP REUSE PUMP SWGR -9003 TRANSFORMER RETURN PUMP MIXER RETURN PUMP MIXER BUTTERFLY VALVE - - r - :.e . BUTTERFLY VALVE BUTTERFLY VALVE •-• !i - ' 0 BUTTERFLY.VALVE : r • �` BUTTERFLY VALVE BUTTERFLY VALVE •.. r ei 1r FLOW CONTROL VALVE O ONE LINE DIAGRAM - EXISTING MCC 9030 SCALE: NTS FILE: • -i\ I-- 20• - - �I I� -- 20.. -- I j l / L C - 1 •I• 2 •1 3 I •I� ■ q_ IQ- I i I_ I I 1 !� I. i, --� 7 i �I B- I I . Troll I ! a � 1 i i I I �_ I 1 E - - 1 - -1 i i i I I I 18 - AT1. TRANSFORMER FEEDER 2C - EXCESS FLOW RETURN PUMP EFRP -9003 3E - REUSE PUMP RP -9001 ` - --' ((IIII • 1 1E - EXCESS FLOW RETURN PUMP 2E - CHEMICAL MIXER CM -8101 3F- SPACE G _ _- ___,__i IrJ� EFRP -9001 Ii 1 2G - FILTER NO.1 BFVS 3M - REUSE PUMP RP -9003 I H - _I I I 1G - CHMICAL MIXER CM -6101 •1 .1 1 2J - FILTER NO. 3 BFVS J -I 1 I 1K- SPACE 2K - AIR SCOUR LPA FLOW CONTROL VALVE K - f 2 j ! I ! 1M - INCOMING LINE 540 -FCV -2130 L - ! I I 2M - SPACE M i - - -I - -- 1 __ NOTES: r i L71 O CONTRACTOR SHALL DEMOLISH EXISTING ELECTRIC ACTUATORS WITH I• + / .% AS ASSOCIATED - I MO CONDUITS DETAIL. AND WIRES. SEE DEMOLITION DRAWINGS 30-0 • : __ __ S� ! 0 PROVIDE NEW FEEDER CIRCUIT BREAKER UNIT, NAMEPLATE, DOOR OR ALL MOUNTING HARDWARE REQUIRED. FOR INSTALLATION IN.EXISTING MCC COMPARTMENT SPACE. NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER MANUFACTURER. O SEE DEMOLITION DRAWINGS 30-D -1 8 30-0-2 FOR MORE DETAILS. O ELEVATION - EXISTING MCC 9030 • SCALE: NTS • FILE: DESIGNED DR s`` � o w N "`o � DURHAM AWTF VERIFY SCALES 755 0 �, A p o ■ Fp z BM IS ONE INCH ON DRAWING NO. 5, t Z �Z °' = � � ®® '� FILTE 1-4 RECONSTRUCTION PROJECT owc:ea LONnwNa CHECKED P F °I:: ".'f`.:i °- • �' JDD � /7 w < <,,,,:,, 1A/....1.4..... ,., . _ ,., . ,.,_.__ . CleanWater Servic ELECTRICAL o ®,• E-4 IOW • 1M 1C 10, 2H 1K 2C WESTINGHOUSE SeRIE�9WOOF�T411106i�3911 h1YVC, JULY 92 2G 2K 2M II n A ! , At A A A n I a \ Ai 250AF 6 TM �\ MCP 250AF .� TM 100AF `t\ TM 100 TM G-\ MCP MCP 250AT ?• 65KAIC 3P Q/ 65KAIC 250AT T .; 65KAIC 30AT •) AF 65KAIC 30AT o% 65KAIC 3P T 65KAIC 3P 65KAIC T SIZE 5 T SIZE 1 T SIZE 1 1 1 I L { r I i r— I i I LR I j LR — — VFD j I r V t ■ – — , LL I 1 1 L= -J ! I TERMINAL BOX I TERMINAL BOX oi l . i... ///4/ ..0 r i. .1 0, 7 - 1 — . . -0:, „„,,.... ,,. • 1 - t. .4. 12 • ® O ,� �. , ..,\., 0 '� O , I / O i 5 EF -9002 1 I RP- 9004 - I I EFRP -9004 I I BFV -9013 j/j7 % BFV-9016 BF V -9017 / j/13 `r �I EFV 90 L-25 / •� r 9 l � �� j FROM I / ��e (� /�1J ✓•fi/ I BFV -9028 q �� BFV -9029 �I / CM -6201 CM -8 201 - ZWGR -9003 EXCESS FLOW SPACE REUSE PUMP EXCESS FLOW FILTER INFLUENT ,�/�� BACKWASH DRAIN + fi r G.' ' FILTER INFLUENT � � BACKWASH DRAIN � C��• CHEMICAL CHEMICAL RETURN PUMP RETURN PUMP BUTTERFLY VALVE ry - 15 '71"76. BUTTERFLY VALVE BUTTERFLY VALVE r - :T•� 'r�'•�i • BUTTERFLY VALVE : T7,vo + . BUTT VALVE BUTTERFLY VALVE ' 1 • MIXER MIXER • O ONE LINE DIAGRAM - EXISTING MCC 9031 SCALE: NTS FILE: — — 40• — -- ...." \ � — 20" - -- 7— 20• ._ -H • j — • 1 • 2 1 I c. - L -- 1C - EXCESS FLOW RETURN PUMP EFRP -9002 2C - EXCESS FLOW RETURN PUMP EFRP -9004 LJ 0 1D - SPACE 2E - FILTER NO.2 BFVS r -- I 1K - REUSE PUMP RP -9004 2G - FILTER NO.4 BFVS i t FF 1M- INCOMING LINE 2H -SPACE 90" 2K - CHMICAL MIXER CM -6201 . N. r? 2M - CHMICAL MIXER CM -8201 8 ' r i 1 K. _ 8 ` • • II M - -( .. • NOTES: -Fr O ASSOCIATED CONDUITS AND WIRES. SEE DEMOLITION DRAWINGS S� 1,1' 30-D -1 AND 30-D -2 FOR MORE DETAIL. O ELEVATION - EXISTING MCC 9031 SCALE: NTS FILE: DESIGNED - - - - SSG DRAWN ' = s��, N f�; _� DURHAM AWTF VERIFY SCALES 7558C 0 m 14n1, $ J ,• i F : . �„.- BAR IS ONE INCH ON DRAWING NO. T. $ FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL W `^ DRAWwo CHECKED m i Z y w € •... r� ca i lib �� • JDD i � , 2 . / W C1eanWater Services ELECTRICAL o ®, E -5 EIfOlI1RR/S " " "Wnrlrinn Wnnrinrs With Mahar"' ' ' - - _- _ - _ ' M / C- 540LCPP2109 2103 / 2"C [(2) CC9] • C-54 / P540LCP2103 / 1.5•C [(2) PC1A] P- 540LCP2109 • ' - 540LCP2103'3/4•C [P2] 1 1 540-LCP -2103 4 11540- DISC - 21031 i EXISTING EXISTING EXISTING 600V J6- 540FV210/ 3/4'C (C8] --.- - fi- 540LCP2103/ 1•C [PC1A] POWER/ I IP -9006 I I CP -9015 TERTIARY FILTER 1 CONTROL A AIIR LV SCOUR FLOW TRAY IN I IN MCC -9001 (PLC 1) FILTER II 540-FV -2103 1101 ■ LCP2109/1.5'C [CC9] C540LCP219/ 1.5'C [PC1A/CC9] GALLERY -540LCP2109/3/4•C [P2] U 540 -LCP -2109 II • - 11540-DISC-210911 - 540FV210V 3/4•C [C8) —r A- 540LCP2109/ 1•C [PC1A] TERTIARY FILTER 2 I ' AIR SCOUR FLOW VAL 1 540-FV-2109 110 ■ 540LCP2104/1.5•C [CC9] L- C- 540LCP2101 1.5'C [PC1NCC9J 540LCP211V3/4•C [P2] U 540 -LCP -2115 U (1540- DISC -2115} �540FV211V 3/4'C [C8] ,4'-540LCP2115✓ 1•C [PC1A] TERTIARY FILTER 3 1 AIR SCOUR R FLOW (I 540 -FV -2115 110 54OLCP211§/1.5•C [CC9] tic- 540LCP2119/ 1.5T [PC1NCC9] , fr- 540LCP2123/3/4•C [P2] • II 540 -LCP -21211 - 11540- DISC - 212111 /C540FV2123/ 3/4'C (C8] — - 54OLCP2123/ 1'C [PC1A] III TERTIARY FILTER 4 I AIR SCOUR FLOW RUBBER It TYP JT VALVE tn 11 540-FV -2121 1101 111 LCP212y1.5'C [CC9] -- C540LCP212 1.5'C [PC1A/CC9] 1 I � i p / P-540LCP2115 / 1.5 •C [(2) PC1A] W P-540LCP2121 NOTES: / C540LCP2115 / 2•C [(2) CC9] O THE SOLENOID VALVE AND LIMIT SWITCHES ARE NOT SHOWN FOR C-540LCP2121 CLARITY. JOS DESIGNED BRAWN " __ saa`��` F -.t. DURHAM AWTF VERIFY SCALES 7. ^C o "�', . K 4 ,-- BMB ONE DIp10N DRA ^ WING NO. m EDL Z CHECKED g / I fl > ,. p � p u , ,;1-71-441 Z W ' • �, \ \; FILTERS 1-4 RECONSTRUCTION PROJECT MGR&DRA ! F r :r �� ?� �' JDD O" t F nn i nA LCR 0 ELECTRICAL r E-6 d .4, r .0J_. / f w rt w nr ki nn W einra.r w Mahar"' Cl ea n W a t e r S erv i ces — ___ w • 1 • EXISTING '�[- I CP -9015 • 0 EXISTING I (PLC - 1) TERTIARY FILTER 1 EFFLUENT /S"BFV900873/4 "C [A2] ! INSTRUMENT • FLOW CONTROL VALVE CABLE TRAY IN II BFV -9008 4 ■ G ALLLEERY RY L I 1 G TERTIARY FILTER 2 EFFLUENT / S BFV901473/4'C [AZ] — FLOW CONTROL VALVE II BFV 9014 II III I S- 13 B 14 S-BFV9020 2"C (A8] S- BFV9008 S- BFV9026 TERTIARY FILTER 3 EFFLUENT / ��/ 3/4 "C [�] S- BFV9014 1 "C [A4] FLOW CONTROL VALVE S5 CV213 40F0CS II BFV -9020 II 1111 I / 540 FIT2130 / / S-BFV9008 / 1 1'C [A31 TERTIARY FILTER 4 EFFLUENT 7 � - S- BFV9014 �� / 7 FLOW CONTROL VALVE _ S- BFV9020 1'5 'C [A6] 1 II BFV -9026 11 • I I -; (E) PS S BFV9606 _ I f . I / S- BVF9014 C 540FCV2130C5 1.5"C [CC9] S- BF V9020 1.5'C [A8] S- BFV9026 EXISTING • 1_ I - - IP -9006 I FILTERS NR SCOUR LPA FLOW / P- 540FIT2130 / 1"C[PC1A] (IN MCC -9001) EXISTING 540-FIT-2130 I EXISTING ill T ` l POWER/CONTROL I MCC -9030 I I I 540 IN FILTER GALLERY , CABLE TRAY II 540-FE-2130 IJ ■ / S 540FIT2130 / 3/4 "C [A1] / P- 540FIT2130 / 1'C [PC1A] S-540FE2130 / 1'C [C1] J I / P- 540FCV2130CS / II 4 / P540FCV2130CS / 1'C [PC2] 1 "C [PC2J II 540- FCV2130 -CS I N . ) I (I 540- FCV2130 -CS -DISCI I / S540FCV2130CS / 1'C [A2] r I I AIR SCOURS LPA FLOW 1 CONTROL VALVE / C- 540FCV2130CS / 1.5"C [CC9] i _ I I 540•FCV -2130 11 II N.''''' ' , / S540FCV2130 / 1.5 "C [C1] EXISTING / S�40PIT1601 / f / S-4 C [Al] 40PIT1601 / 3/4 " / P- 540FCV2130 / 1'C [Ct] INSTURMENT 3/4'C [A1] ,:, II 440-PIT -1601 II . CABLE TRAY 1 IN BLOWER BIOL GICA L • TUNNEL EXISTING th / C- 440ZS1611 / 3/4"C (C2] 1 CP•5020 6j 4 II 440-ZS -1611 I ■ PLC -4 a I AT 04/0251611 ELECTRICAL C 440251612 SUBSTATION w o / C-440ZS1613 / 3/4"C [CZ] C-440ZS1613 ROOM IL II 440-ZS -1613 I • O 3/4'0 [(3)06] / C4102S1612 / 3/4 "C [C2] II 440-ZS -1612 I ■ tr DESIGNED K O RAwrl = OV:Zsr DURHAM AWTF VERIFY SCALES 75580.10 JOB NO. LI ED/ I E d, *.% o ;c- ewcIs ONE uxHON onnwINOr+o. al o W aw W 2.4 ,,,, ORIGINAL DRAWDIO Ill ` _ carollo FILTERS 1-4 RECONSTRUCTION PROJECT JDD � . .P'E ..�. ed _ _ . _ _ _ . - _ _ _ _ _ - l .IPAit V VAter SPTvit ELECrnic i n �0 1• E -7 CHECKED w • • • • . 0 • PANEL IP -9006 12/18/2008 LOCATION: MCC -9001 NEMA: 12 PH A WEIGHTED VA 5188 VOLTS: 240 / 120 FEED: TOP PH B WEIGHTED VA 3125 PHASE 8 WIRE: 1PH 3W MTG. MCC ' INTERRUPT: 22 KAIC BUS RATING: 150 MAIN: MLO EQUIP SIZING VA 10376 PANEL AMPS 43.2 _ I /C /F DESCRIPTION LOAD (VA) BKR CIR 0 CIR BKR LOAD (VA) DESCRIPTION I /C /F AIT -9099 150 _ 15A -1P 1 A 2 15A -1P 150 AIT -9098 LIT -9600 150 15A -1P 3 B 4 15A -1P — 150 _ LIT -9601 • AIT -9105 150 15A -1P 5 '_ A 6 15A -1P 150 AIT -9106 — AIT -9107 150 15A -1P 7 _ B 8 15A -1P 150 AIT -9108 AIT -9109 150 15A -1P 9 A 10 15A -1P 150 AIT -9110 • AIT -9111 150 15A -1P _ 11 B 12 15A -1P 150 AIT -9112 AIT -9113 150 15A -1P 13 A 14 15A -1P 150 LIT -6360 . LIT -9612 150 15A -1P 15 B 16 30A -1P LIT -9613 150 15A -1P' 17 A 18 20A -1P 1200 • FITRE ALARM CONTROL PANEL • LIT -9610 150 15A -1P 19 B 20 15A -1P 150 AIT -9697 • AE -9098A 300 20A -1P 21 A 22 20A -1P 300 AE -9697A ' • SPARE 15A -1P 23 B 24 15A -1P 600 540-LIT-9301, 540-LIT-9302, 540-LIT-9303, 540-LIT-9304 540 -FIT -2130 150 15A-1P 25 A 26 15A -1P SPARE • 540 -LCP -2103 200 15A -1P 27 B 28 15A -1P SPARE • . 540 -LCP -2109 O _ 200 O 15A -1P 29 A 30 15A -1P SPARE 540 -LCP -2115 200 15A -1P 31 l B 32 30A -2P 1000 CP -9015 540- LCP-2121 200 15A -1P 33 A _ 34 1000 SPACE 35 8 36 SPACE SPACE 37 A 38 SPACE SPACE • 39 B 40 SPACE — SPACE 41 A 42 SPACE • • q N qp O my N . W 1 . ..c Ct . NOTES: O PROVIDE NEW CIRCUIT BREAKERS IN EXISTING GE. A SERIES PANEL BOARD CAT. NO. AQMI421CTX. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING CIRCUIT BREAKERS MANUFACTURES AND RATING. DESIGNED a E NO. . 75G C � S `�� 4' MR °rss DURHAM AWTF VERIFY SCALES 75580. 0 EDL • �t 9 ¢ " " �� BM GONE RICH ON DRAWING NO. • p CHECKED = .. � f I �. :;,, FILTERS 1-4 RECONSTRUCTION PROJECT owu 11111 \\ _ E-8 JDD C1eanWater ' Services ELECTRICAL o ®,• � •o_'+R b�' -c � naitleels...Workina Wonders With Water"' II vl...:_y — I— . • r-711FIg...,‘_. ii. 1 - • liiiii.iiiiiii . i. • .• -- 1 IlEilliliii l • P 1 1 i ji11;11'11■11:■ ! --- --.1,-„, 1----' I. i 1 jp■II!ii'll■iiII I ' .. , 1 vac= • 1 ' i ' i o—, r-, , KEY PLAN _, i , . , _;__ • 1 — — ---- L 1 540-LCP-2103 11 FILTER GALLERY I POWER/CONTROL . 7_1 i l_ i 7 — _ -. _-_-. fl. 1 (E) • ! I ,- I' . 1 , I 1 • CABLE TRAY . ' ' L.1 ____ , i L ±t--r..:_—-------,---f _ _.: • - -- _f I • 1 • I 1 1 1 811% - I ; -. ; dih I I I ' 1 ! I 1 1 I ; • ! ; I 1 – 1 540-LCP-2109 1 ; 1 =7 P 0LCP21 I ' I 1 I " C-5403 • WY 1 1 ' I ; I I 01 0 T 1 '-' , 1 1 ! • ! [ 1 " ; • , . __, . i i ! 4 . _L., : . ! , H : 1 I '-i-1 li , , j! I 1 i _ ,___ `a434 4init, 0 --- L'EL11111111111111111111EMIIP Lial 4111111111111111111111111•111 . hire' ' • -' 1 1 1 , ,___ 2 1 _,4 1.___ 2 i : j I , TYP FOR . EMI . ' H.7 / S-BFV9008 __/ / S-BFV9014 A',...- ti., .__. i ; . ; 1 ALL VW 1 . . ; ' • 1 1 1 S-BFV9008 40, i'`, \ ; . 1 1 S-BFV9014 I 1rD I (5 ) TERTIARY FILTER 1 EFFLUENT TERTIARY FILTER 2 EFFLUENT . .. I 71_ i - I FLOW CONTROL VALVE , ; - • - — • - FLOW CONTROL VALVE T /N . • , , 1 , TYP FOR ALL F \ - I i 1 , . / D 4> BFV-9008 _ '. 1 --- / BFV-9014 4:110 I I C-540FV2109 / i PC-540LCP2109 1°UEMI°1 np WALCONDUI L MUNTED ; , _fli C-540FV2103 — - I - 4- - -, -- , . I . .7__ , __ - ., •_:, 1_ --.- - - ; I -a* . F___ _ ___---.---.7-4_, 2 _t - - - - ' \\ 1 ,_,- lir - • - • - * • , ' e P1--- 1 \ r- 1 ' , ..d. ' i-------- 4 -...,- --- ip. — v .1.. ,... : E i . _ .F_ _,. _ . _ _ ■ _ , - 1 - 0-- , ,----- L-4 L i ) ,--i 1 • ,_ , 1 __/.•_\•_••,_•,,_•_ ,,,, 1 11,_L__r__-,1, _.c-.,. ____... 1 i• _:, ____., _, . ....:.._ 1\ --,:f17, i 6 ,,,1, • c) 11 • 1 .' ' -1 \ ', ; - • - , • um — i - - --- - — 111=1111111=111:1 • - - - - - - - -_-_-1 : : ,:.1 -.- - - - - -1- - - - -- - - -I - _.( - ' r _.....1... _ct --- 16...Wai ------ i-- -- :, - . -- - - - - - . 1—,—: .;:. - ,i- — 1 ;_2 1 r -- : I-- . , 1 ! . t' f ' : I II t 1 ! le -- – -- :=Nedl, — — - – • – • -- - – f! • . k , i • .._ ' — , f-- E — i ! . ; 540-FV-2103 • 540-FV-21091(> 6 II ; • I ,--- ----. __ I i= TERTIARY FILTER 1 TERTIARY FILTER • < ;:___• ,,; AIR SCOUR 1 1 2 AIR SCOUR 1 ! , LL ■ t J FLOW VALVE FLOW VALVE IP z 1. 0 1 0 ' p , ,_,_ . -I I 1 r I C 6 ir , r --------- i • u_ . Ill :I I FILTER 1 FILTER FILTER 1 1 FILTER ! A r 1, ;1_ 1 BASIN #1A BASIN #1B BASIN #2A 1 BASIN #213 . 1 0 . a ,------.-- , , I LE • ca • z _ • x i e - J 1 ' 1 _I I § ----- i --- , 1 flb I , i 1 , 1 . ------=„1 : --=. --..- 1 , g — L_ _:___!-) : ti-_. - - -- __ ___ _________________, --------------''--- ----- - ---- — -- 1 :111 4 NOTFS. , . „ I 0 SEE MECHANICAL DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT 1 •-.. • ■ ' I PRIOR TO INSTALLING ANY CONDUIT 8 WIRES. .• , , ,,,_ \ ; i ; 5E -7-'-'— ' ' _ j 0 CONTRACTOR SHALL MAKE NECESSARY BENDS TO AVOID INTERFERENCE 0 N i,,... - I• : r: • WITH EXISTING MECHANICAL PIPING AND CONDUITS. PROVIDE JUNCTION -11777- I -I BOXES OR CONDUIT TS AS REQUIRED TO KEEP NUMBER OF BENDS PER I SPECIFICATIONS. USE EXISTING CONDUIT SUPPORTS HOWEVER PROVIDE I NEW SUPPORTS AS REQUIRED. A POWER PLAN (NEMA-4X) - SCALE: 3116 = FILE: 7558C-040-M-101 • . DESIGNED JOB NO. DURHAM AWTF I V SCALES DRAWING NO. SSG s- D RAWN _00 PRO, Q W 0 , i 14/4, 2 7558C.10 BAR IS ONE INCII ON --x, FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAWING 0, CHECKED . I.AWI*411(1 1 w Lj 3 m Etr-carolio CleanWater Services ELECTRICAL 0 I' 30-E-1 a @ JDD e e 2 a a Engineets...Working Wonders With Water -rocrri A MX/ OR -rins 4 A ...-..,..,-.• ...-. [moil TYP FOR .11.111111.111111111. TYP WALL MOUNTED -5 ■=N NW MIN CONDUITS T -- - -- TT i -- - = MI.1. ME IAN T� dal .. ∎ ∎� I I L:1 b:a�� • 1 . 1 • : I I �:za I I P 54pFCV2130CS O2 I ! I '1 1 I KFYPIAN S BFV9008 t S-BFV8014 I I I I 1 540FCV2130 CS fl I S- BFV8014 54alCP -2115 I 9020 540-LCP -2121 II I �FV -_ I I S 540FCV2130CSGJ t / J I . I I — — -- _ , -------- -- - - - — - - I I - - - — AI , 54aFCV2,3o DISC — r 1 p ,: iii* L 54aF1T_213o MI I C 540FCV2130CS © �� I Q I vii I i I ' FILTERS AIR SCOUR LPA FLOW (E) FILTER GALLERY POWER/ - - -- = — l — I ! f IT213aDI - - -- r- ■ MI i■.�R IiI� �aia'■■■.■.■■F'.. C LisraM.-/ � �NI�-iwi��` itai TO FILTER MCC ROOM f w �I�-- �rJ�Rf�� ∎fs ∎�es�r • fm� ••121/1 _ _ y P13 _ , SEE DWG 30-E-3 3 i i PC-540LCP2115 O2 —� F+ � n \� / - I p 0 ��•— FOR CONTINUATION I S BFV9020 C- 540FV2115 S BFyg026 St \ i I / / L ' Fr_ INSTRUMENTATION CABLE TRAY . TERTIARY FILTER 3 EFFLUENT TERTIARY FILTER 4 EFFLUENT j FLOW CONTROL VALVE : • - " _ ' - " - " -- " - " - " - -- FLOW CONTROL VALVE " - - . - / =Q PC540LCP2121 I - t 541 E S-540FE2130 O 1 Ss4oFrr2130 I 1 ( BFV-9020 © TYP FOR BFV -9026 © I t P540FIT2130 C-540FCV2130 1:1 �� Q ALL 540FCV2130 AIR SCOUR LPA FLOW ! 1111:1 l' 41111 - — - - - - - I \ CONTROL VALVE r �. o - - - - - -- - - - - - -- - -- - - - — - 1 540 -FCV -2130 I • .111 - I _•_ :IM -. - ._._. —._. -. % LI I] -I. / / _•_ __ - -_= _ I I ■ .rq. • • - L#L__ _ r` - - -- - i_ - - { r-3 — = I L - - I ^ p p - -- _ I p i I ■ ot__ d e -- - -- it FT�'t - - -I- - — - - — — -I� i - - EIZ� FIEBEEEIB i — - — I — - j I I — - -- - -i �l 111 .C-540FV2121 I _ Z LSao+ 1 v -211s� 0 saaFV -2121 1-11 ' I O I I TERTIARY FILTER 3 TERTIARY FILTER 4 ! 1 1 0I I I AIR SCOUR AIR SCOUR � 1 ! I 1 I I 2!1 • FLOW VALVE FLOW RUBBER TYP -� I ' 1 1 1 I 1 I 1 i 1 1 1 r � 'I 1 X111 _ 0 I ! I II � 0 , FILTER I I FILTER j FILTER I i FILTER I I I I BASIN #3A BASIN #313 BASIN #4A I BASIN #4B I I t ?! I ( I! I =!I I I I l l l • 11 I I I I j' 1 1 I I I I I ii i I III 1 i j NnTFR• I I li �I I I i` _ - -, ! 0 SEE MECHANICAL DRAWINGS FOR THE EXACT LOCATION OF 8 I i -_ - -- r i _ — �+-� ' I ! EQUIPMENT PRIOR TO INSTALLING ANY CONDUIT 8 WIRES. c J — LL y iJ - I -- -_ i • O2 CONTRACTOR SHALL MAKE NECESSARY BENDS TO AVOID 1 ! - - -- - _ — _ — - I INTERFERENCE WITH JUNISCTITI MECHANICAL PIPING ANO VIDE th 1 I REQUIRED TO KEEP NUMBER OF DS PER ONDUIT T5 AS SPECIFICATIONS. 0 APPROXIMATE DISTANCE FROM FILTER GALLERY TO FILTER D MCC ROOM AS SHOWN ON DWG 30-E-3 IS 350 FEET. - -- - - - -- - moo --- - -- -- -- - - -- - - - - -- -- - -- - - -- -- _ -- -- O INSTRUMENTATION PULL BOX IS INSTALLED ABOVE THE FLT A POWER PLAN (NEMA - 4X) - SCALE: 3/16• = 1' -0• FILE: 7558C- 040 -M-101 rc� DESIGNED - JOB NO. L SSG w � Pmaw w DR AWN t ��, �IH _ i DURHAM AV TF VERIFY SCALES 7556 0 m w W BM IS ONE INCA ON DRAWING NO. y CHECKED g ra Z t c�� FILTERS 1-4 RECONSTRUCTION PROJECT ORIGINAL DRAWING JDD I \ \ �/7 r__ -___ -- .... Cl ean W ater S erv i ces ELECTRICAL o emellmi,• 30 -E -2 ,U v TRANSMITTER SUBSTATION TROO PANEL C PSO20, (PLCd) LOCATED IN 305 ELECTRICAL �J OM V W B 8 BIOLOGICAL TUNNEL CABLETRAYS IS 470 ` ` T FEET. �. _ —, (� I j �� 02 • APPROXIMATE DISTANCE FROM FILTER GALLERY TO MCC ROOM IS 350 FEET. / 1440 ZS-1611 I ! i I i 7 \ j CONTRACTOR SHALL PROVIDE CONDUIT THROUGHOUT THE GALLARY, IF THE 11 l III 1 CABLE TRAY DOES NOT HAVE ENOUGH SPARE CAPACITY. i /^ ; 1 „I I Cy40ZS1611 03 CONTRACTOR SHALL MAKE NECESSARY BENDS TO AVOID INTERFERENCE — -- , I j MECHANICAL PIPING AND CONDUITS. PROVIDE JUNCTION l_ r. ' _ / 440ZS1813 WITH EXISTING BOXES OR CONDUIT TS TO KEEP NUMBER OF BENDS PER SPECIFICATIONS. I -- E --. ! I irk -- I � i C 440ZS1611 1�� I I � ' i 1 - �� 1 1 `- i -' - I' I 1 i7 L _____ � I C340ZS1812 I 04 REMOVE EXISTING LEVEL TRANSMITTERS FROM FILTERS #1, #2, #3.8#4 TO �` i C-440ZS j PROVIDE SPACE FOR NEW LEVEL TRANSMITTERS LIT -9301 FOR FILTER #1, I I III I TO CP5020 i LIT -9302 FOR FILTER 2, LIT-9303 FOR FILTER 3, AND LIT 9304 FOR FILTER 4. 1 I Y- ( i I I Ijl 1 II 1 I 1 I 44 ZS-16 I i I I C4tOZS1612� O DEMOLISH EXITING FLEXIBLE CONDUf 4 D TRANSMITTERS. PROVIDE NEW SLT BETWEEN (E) DISCONNECT SWITCH ! , I I AND (E) PVC COATED RGS CONDUIT AN I i - -�,-! j I 1 I I CONDUITS BETWEEN (E) DISCONNECT SW, AND (E) PVC COATED RGS --r I 1 I i I . '`', I CONDUIT AND NEW LEVEL TRANSMITTERS. 1 • i l I_ I — _ —__ — ) �> I i TO�ISTRUMEI T ! I O EXISTING POWER AND SIGNAL WIRES SHALL BE USED TO CONNECT THE NEW ! I I' �S-040PIT1601/ I CABLE TRAY 1 I LEVEL TRANSMITTERS. CONTRACTOR SHALL PROTECT EXISTING WIRES i ` ! _ 440•PIT-1601 , I 0"' li 1 I ! FROM DAMAGE DURING DEMOLITION. REPULL EXISTING WIRES TO NEW [_ - J it :.t - �� j I 1 ! LEVEL TRANSMITTERS VIA NEW LIQUID TIGHT FLEXIBLE CONDOR (SLT). 1 d J ,litl �_ b i I I — , `- - — r- - ' \ • _. .— . - - -. - - -- —. I - • i - I . II III %- - -- - -_ �iII -L I 1 I i _ ,IrII : I -ri,r - - — — , _ IL_- ! — — � 1 I I I I i I ! I L l I I � I` 4 L (swcR =soot i 1 i 1 ! 7 11 C Sa C2ios i ' L T j t1 , v I ' j / 3 j 1 / �, 1 LP =9008 . 540LCP2 r C P -9 7 J J � , --- - -- — (I PP-9009 Ih 1 �. , ' I BLOWER CONTROL PLAN (NEMA -4X) - SCALE MCC-9030 1 CC -9031 - j : 1/4• 1' = 0' .. /� - ® FILE: 7558C-030-M-102 : 1/4 =- / P540FCV2130CS - ..--- — L MCC -9001 - " S B . I� I " - Fv9oo6 / / / j' s BFV9o1a 1 - - - ; -- — — ,c / // SSFV9020 TO FILTER GALLERY _ ' I i 1 `• ' / S 8FV9026 __.___.... S DWGI 30-E-2 ION 2 I i 1 -- - -- — - `I - -' 1 r I -- - -r - Ir MCC -9002 / • o TO VALVE % • O , / C aoFVXio« PC 540LCPXXXXx/ .• / / CAB�ITR 4YCONTROL 0 • 1 •�t { • ' ! j j ��_ C540LCPXXXX 0 • .< . WALL --.,..„\ MI 1: v EXISTING DISC r - --- / = POWER /CONTROL I % - / CABLE TRAY 2 \ b'Y,' I A =J . . / O P540LCPXXXX ;} iNSTRUMENTION /CONTROL / -' ,. - EXISTING PVC COATED ". , -' CABLE 11iAYO + l ir= r , ' 0 e RGS CONDUIT / I _ . 540-DISC-)000( ' • m W yX -d / 1 • a St • / - 1 / — _ _ i u ,, cl , -✓-- ` - / FILTER MCC ROOM • "' . ' ` - ---� ELECTRICAL CONTROL PLAN WALL MOUNTED SCALE: 11,4' =1 FILE: 7558C-030-S-102 D (E LE TRANSMITTER DEMOLITION (NEMA -4X) (TYP. FOR 4) C DETAILS (NEMA -4X) FILE: 30-E -1 XXXX - 2103 FOR VALVE 540-FV -2103 • 2109 FOR VALVE 540-FV -2109 30-E-2 2115 FOR VALVE 540-FV -2115 2121 FOR VALVE 540-FV -2121 DESIGNED a D RAWN O ,..$ I N F4- �, ,� DURHAM AWTF VERIFY � s .ioe No. EDL z • Ia � ° o " 75580.10 m CHECKED ./ /IUiL o1 a ' � I.° - FILTERS 1-4 RECONSTRUCTION PROJECT DRS""I " °NO • Inn 7 OREGON . n q ' ,.y?, r •:.. . ". -.: / 1 1 - - -- A i 7 _ . _ n _ _ % 11 IEM,33 A+ j NORTH .- -- - - - -- ---- - - - --- -- -- - (,,,,, J - 1 C: _ �._ L -J i —_ . - L__ I CONTROL PANEL ----1--, --- --- I - - - - -- - ------ - - 1 TO ` - -- -_ - _ - — - — - BIOLOGICAL t I I TUNNEL ' 1 . 14 41 I : .. li, , , t`r r ©© 40 11 U S440PIT1601 /O C4402S18 11 C4 / 402S1813 OB _ __ C440231813 _ -- e .._r _ ; -1- -, - • _ -- - _- ___- __-- - - -_ -_ fy� -- _..____- _— _ -___.. ___- .- - -.___ _- -- I - - — — - -1 — 1 - — t { • • 0 FILTER GALLERY D SW A ND SCALE: NTS FILE: - C STATION CT DEMOLITION DETAIL B ELECTRICAL SUBSTATION ROOM SCALE: ,re• =, FILE: - •,OTF' (TYPIl1AI FOR R VAI VFS) O CONTRACTOR R SHALL REMOVE TO EXISTING FILTER EFFLUENT AND SURFACE CREATE A SP F OR N EW VAL VE S . SEE DEMOLITION AND MECHANICAL DRAWINGS FOR MORE DETAILS ON DEMOLITION OF EXISTING AND INSTALLATION OF NEW VALVES. 0 CONTRACTOR SHALL REMOVE ASSOCIATED BUTTERFLY CON STATION WITH 3/4• CO NDUIT AND 1 0#1 4 ,1 #14 WIRES B ETWE EN CO S AN TERMINAL BOX. O CONTRACTOR SHALL REMOVE ASSOCIATED BUTTERFLY DISCONNECT SWITCH, 3#14 ,1#120 WIRES IN 3/4' CONDUIT FROM DISCONNECT SWITCH TO TERMINAL BOX. REMOVE THE ASSOCIATED 3#14 , 1 #12G WIRES FORM DISCONNECT SWITCH TO ASSOCIATED BUTTERFLY VALVE. O CONTRACTOR SHALL REMOVE 2#16 TSP CABLES WITH 3/4' CONDUIT FROM ASSOCIATED BUTTERFLY VALVE TO PLC -CP -9015 VIA INSTRUMENTATION - 111111 . CABLE TRAY IN FILTER GALLERY. % CONTRACTOR SHALL REMOVE ONLY THOSE ASSOCIATED CONDUITS WHICH DO NOT CARRY OTHER EQUIPMENTS / INSTRUMENTS, POWER / CONTROL OR o SIGNAL CIRCUITS. IF CONDUIT IS COMBINED WITH OTHER EQUPMENT 1 CIRCUITS THEN REMOVE THE ASSOCIATED BUTTERFLY POWER, CONTROL AND SIGNAL CIRCUITS AND LEAVE THE CONDUIT IN PLACE. w O CONTRACTOR SHALL MAKE NECESSARY BENDS TO AVOID INTERFERENCE Vc ©© WITH EXISTING MECHANICAL PIPING AND CONDUITS. PROVIDE JUNCTION SPE SPECIFICATIONS. USE EXISTING CONDUIT S UP HO PROVIDE NEW SUPPORTS AS REQUIRED. APPROXIMATE DISTANCE FROM SUBSTATION ELECTRICAL ROOM TO POSITION SWITCHES VIA BIOLOGICAL AND BLOWER TUNNEL IS 470 FT. O IA : ©© GI BUTTERFLY VALVE DEMOLITION SCALE: NTS FILE: - c DESIGNED Ct oRnwN �� I NQ` i / DURHAM AWTF � 7558C.1 m i -- / 6 -0 $ / BAR ISONE NCH ON DRAWING NO. �� W FILTERS 1-4 RECONSTRUCTION PROJECT °AMMO: AMO /'® p CHECKED � " b '°/ y G o ®P 30 -E-4 §1 JDD a , ° "� m a L naineRrtwn,th nwnnlp.re w,thWp,cr, C1eanWater Services _ -_--•- � _ - • ■ GA/11111r LG 0 1 IVICIRJ60 1110 1 TCUIVIGIV 1 OVVIC 1 T 'Jr MIYICKK..A 1 AULC LIrIC. LCVC1111J A C AL I tKNA IINIi UUKntNI AM UNIT PROCESS NUMBER FIRST - LETTER SUCCEEDING LETTERS PROCESS LINE — - — - — CAM COMPUTER-AUTO-MANUAL BUILDING OR LETTER PROCESS OR FACILITY BOUNDARY CL etc. CHLORINE (TYPICAL: USE STANDARD CHEMICAL FIRST LETTER(S) INITIATING VARIABLE MODIFIER READOUT OR PARALLELING LINES ELEMENT ABBREVIATION) PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER ' • SUCCEEDING LETTER(S) A ANALYSIS ALARM CM COMPUTER - MANUAL B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE _� PROCESS (OPEN CHANNEL) CS CONTROL STATION �(2) --3(2) COD CHEMICAL OXYGEN DEMAND CLARIFYING ABBREVIATIONS 1 ../��••'' C USER'S CHOICE _CONTROL I B E DENSITY VOLTAGE (S.G1 DIFFERENTIAL PRIMARY ELEMENT — A I DC DIRECT CURRE — ANALOG SIGNAL ( (B) DO DISSOLVED OXYGEN LUU F FLOW RATE RATIO (4 TO 20 mAdc, ETC.) (A) TOTAL OF 2 SIGNALS FB FEED BACK G USER'S CHOICE GLASS GAUGE GATE DISCRETE SIGNAL (B) 3 TYPICAL SETS OF F 2 FAS CH RESIDUAL VIEWING DEVICE FOL S FAST FAST-OFF-SLOW FAST-OFF-SLOW 2 SIGNALS EACH. SET LETTER (USED WHEN THERE ~y (ON /OFF, ETC.) TOTAL OF 6 SIGNALS. FOSA FAST-OFF-SLOW-AUTO MULTIPLE DEVICES WITH THE H HAND (MANUAL) HIGH FOSR FAST -OFF -SLOW- REMOTE SAME UNIT NUMBER) I CURRENT (ELECTRICAL) INDICATE /' •/" PNEUMATIC SIGNAL J POWER SCAN UNIT NUMBER (USED WHEN THERE K TIME, TIME SCHEDULE TIME RATE OF CONTROL STATION f f CONNECTING LINES ARE MULTIPLE DEVICES WITH THE CHANGE SAME LOOP NUMBER) L LEVEL LIGHT (PILOT) LOW X X FILLED SYSTEM SIGNAL HOA HAND-OFF-AUTO RS M MOTION MOMENTARY MIDDLE L L L HOR HAND -OFF- REMOTE AREA NUMBER N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE HYDRAULIC SYSTEM SIGNAL I _ _ _ NON CONNECTING ISR INTRINSICALLY SAFE RELAY 0 USER'S CHOICE ORIFICE, RSSESTRICTION — I LINES LCP LOCAL CONTROL PANEL LOWER ACCESSORY DEVICES P PRESSURE, VACUUM CONNECTION ° ° DATA LINK 1 LOR LOCAL-OFF-REMOTE EXPLOSIVE LIMIT Q QUANTITY INTEGRATE LOS LOCKOUT STOP EXAMPLE: TRANSMITTER AS AN ACCESSORY R RADIATION RECORD OR PRINT LR LOCAL - REMOTE TO A FLOW ELEMENT S SPEED, FREQUENCY SAFETY SWITCH LO/RR LOCAL-OFF/RESET-REMOTE _ T TEMPERATURE TRANSMIT MA MANUAL -AUTO FT A ALARM U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION MC MODULATE -CLOSE C = CONTROLLER V VIBRATION, MECHANICAL VALVE DAMPER, INTERFACE SYMBOLS T �� I = INDICATOR ANALYSIS LOUVER OC OPEN -CLOSE (D) R = RECORDER OCR OPEN - CLOSE- REMOTE , S = SWITCH OCA WEIGHT, FORCE WELL OCA OPEN - CLOSE -AUTO T = TRANSMITTER X UNCLASSIFIED ( +) ,X AXIS UNCLASSIFIED ( +) UNCLASSIFIED ( +1 UNCLASSIFIED ( +1 00 ON-OFF X = UNCLASSIFIED Y EVENT STATE OR Y AXIS RELAY COMPUTE, PRESE CONVERT OOA ON- OFF -AUTO OOR ON-OFF-REMOTE GENERAL INSTRUMENT Z POSITION ZAxIS UNCLASSIFIED TOR' ORP OXIDATION REDUCTION POTENTIAL OR FUNCTION SYMBOLS FINAL CONTROL ELEMENT OSC OPEN - STOP -CLOSE pH HYDROGEN ION CONCENTRATION ---\ TO (OR FROM) PLC PROGRAMMABLE LOGIC CONTROLLER ( FIELD MOUNTED PROCESS LETTER I DESCRIPTION ....,_,../ i SF SLOWER- FASTER SS START-STOP ■ / 1 PANEL MOUNTED SPECIAL CASES TO DWG / SSC SUPERVISORY SET POINT CONTROL • �/ (OPERATOR INACCESSIBLE) TCL2 TOTAL CHLORINE RESIDUAL TOC TOTAL ORGANIC CARBON ' PANEL MOUNTED \,...-- QL 00 DEMAND TOD TOTAL DEMD TURBIDITY (OPERATOR ACCESSIBLE) ON AND OFF EVENT LIGHTS VCP VENDOR ONTROL PANEL ......_,../ /� /\ VHC VOLATILE HYDROCARBONS Il AUX CONTROL 00 ON-OFF HAND SWITCH MAINTAINED CONTACT SWITCH HS N VIB VIBRATION (CONTROLLED DEVICE WILL RESTART ON RETURN OF ( N PROCESS OR SIGNAL LINE Q s............, __ J POWER AFTER POWER FAILURE). CONTINUATION'N= 1,2,3,ETC 0 PLC WO SS STOP -START HAND SWITCH MOMENTARY CONTACT SWITCHES HS (CONTROLLED DEVICE WILL NOT RESTART ON RETURN , INTERFACE TO OR FROM f - OF POWER AFTER POWER FAILURE). � PROCESS EXTERNAL TO SCADAFUNCTION PROJECT • DIGITAL SYSTEM INTERFACES • ANALOG INPUT SELF CONTAINED VALVE & TRANSDUCERS v ANALOG OUTPUT EQUIPMENT TAG NUMBERS GENERAL NOTES FFFDDAABB A ANALOG 1 CURRENT p DISCRETE INPUT 1 THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF FFF = FACILITY D DIGITAL P PNEUMATIC DD =EQUIPMENT TYPE THIS INFORMATION MAY BE USED ON THIS PROJECT. E VOLTAGE PF PULSE FREQUENCY V DISCRETE OUTPUT F FREQUENCY AA = AREA NUMBER PD PULSE DURATION BB = UNIT NUMBER c H HYDRAULIC R RESISTANCE v • ANALOG VIRTUAL OUTPUT EXAMPLE: 1/P CURRENT TO PNEUMATIC 9 DISCRETE VIRTUAL OUTPUT FY TRANSDUCER (BACK OF • PANEL, IN A FLOW LOOP) • ANALOG VIRTUAL INPUT 8 DISCRETE VIRTUAL INPUT DESIGNED • • JOB NO. DPW z �, „ DURHAMAWTF RIFY SCALES ,_, ORAWPI _ �, J, BM IS ONE INCH ON CJL 6 p• + ' 1 - . car® �� TERTIARY FILTERS MODIFICATIONS PROJECT oR Nw LNG DRAWING NO. • "° INSTRUMENTATION 0 ® 1” 1 m CHECKED 2 C °� / U Q C1eanWater Services P . 4.... ...d) 11./ _NL GATE ITV I C. M /'IV "VJV01 /101 -C 'Jr CCv V PRESSURE RELIEF LE SIGHT GLASS 120VAC -{ -` 120 VOLT, 60 HZ POWER - CALIBRATION CS CONSTANT SPEED (SINGLE SPEED) --f1- KNIFE GATE Q AIR AND /OR VACUUM RELEASE �/ WITH LOCAL MAINTENANCE DISCONNECT = TUBE CS -2 CONSTANT SPEED (TWO SPEED) H 1� I- BUTTERFLY I REGULATED SIDE 480VAC D - © SUBMERSIBLE SUMP PUMP DIAPHRAGM SEAL �� 480 VOLT, 60 HZ POWER CENTRIFUGAL PUMP VERTICAL TURBINE PUMP -ate GLOBE PRESSURE CONTROL WITH LOCAL MAINTENANCE DISCONNECT (DRY PIT) �� XX -DWI- BALL MULTI -PORT VALVES 11 1 BLIND FLANGE ANNULAR DIAPHRAGM SEAL 0:1-8.- CENTRIFUGAL WET PIT PUMP �XX PROGRESSING CAVITY PUMP V V11- (BALL VALVE SHOWN. FOR OTHER XX - VEE- BALL VALVE TYPES, APPROPRIATE VALVE SYMBOL SHOWN. ) -104- PLUG ARROWS INDICATE FLOW PATTERN. AIR GAP R UPTURE DISK (PRESSURE) XX COMPRESSOR (CENTRIFUGAL) -104- SEAT PORT SEAT PORTS ARE IMPLIED BY CHEMICAL FEED PUMP ECCENTRIC PLUG INDICATED FLOW PATTERN. Y V VENT TO ATMOSPHERE COMPRESSOR (PISTON) • --1771- DIAPHRAGM TELESCOPE I RUPTURE DISK (VACUUM) -' " DIAPHRAGM PUMP �J XX XX -(do- PINCH 0S - SAMPLE AERATOR Q IlI PIG INSERT POINT _ GEAR PUMP OR BLOWER - NEEDLE MUD ~ H (POSITIVE DISPLACEMENT) alxx BLOWER NTR FUGAL -1\H SWING CHECK ® fOR gl PIG CATCH POINT 1 XX PLUG �{ r�� EJECTOR _001- BALL CHECK PISTON PUMP RECEPTACLE MIXER GATE SYMBOLS LINE SIZE AND MATERIAL IDENTIFICATION OA pc SELF CONTAINED M AIR SUPPLY O ELECTRIC MOTOR (FOR REFERENCE ONLY. SEE SITE AND MECHANICAL DRAWINGS) 1 • 1 SLUICE C � PIPING CHANGE FABRICATED SLIDE COMPOSITE SAMPLER / CISP CAST IRON SOIL PIPE II BUTTERFLY 1 i•I SD PRESSURE GAUGE DATABASE SYMBOL CLDI CEMENT LINED DUCTILE IRON SHEAR D (DIPPER TYPE) 18CLDI CLSTL L CEMENT LINED STEEL M FLAP ® COMPOSITE SAMPLER FRP FIBERGLASS REINFORCED PLASTIC (SUCTION TYPE) © TONE TRANSMITTER PIPE DIAMETER PIPE PVC POLYVINYL CHLORIDE NO. X IN INCHES MATERIAL ACTUATOR SYMBOLS � sSTTL STEEL STAINLESS STEEL ABBREVIATION TV CAMERA ' 1 TONE RECEIVER xx PNEUMATIC DIAPHRAM NO. X FLOW IDENTIFICATION SPRIN O PPOSED, SINGLE OR • DOUBLE ACTING RADIO ANTENNA I VOICE COMMUNICATION -AHP- AIR, HIGH PRESSURE PROCESS U� POINT -AL - ALUM SOLUTION -HWR- HEATING WATER RETURN XX PNEUMATIC CYLINDER T `ON" TIME DELAY -AUDR - ALUM/DRAIN - HWS - HEATING WATER SUPPLY • SINGLE OR DOUBLE ACTING I MANUAL A ON -TD B "ON" X SEC. -AUOF - ALUM/OVERFLOW -LPO - LIQUID POLYMER ACTUATED BY ONE INPUT XSEC AFTER A "ON ". TV MONITOR AUOF/DR. ALUM/OVERFLOW/DRAIN - LS ERIE NE M% AIR INSTANT "OFF". - ALE - ALUMNENT -LUA VACUUM, LABORATORY M XX r(x A AIR, ORSR -LVAC - O "OFF" TIME DELAY C LOGIC ELEMENT: - ^RD - ACID L RE SIS T U D E RAI - ML - MIXED LIQUOR ELECTRIC MOTOR ELECTROHYDRAULIC OFF -TD 8 B OFF X-SEC. B AND A AND NOT B THEN C -ARV - ACID RESISTANT VENT - NADCL - SODIUM HYPOCHLORITE X-SEC -1 J AFTER A "OFF'. -BPF - BELT PRESS FEED NAOCL/DR SODIUM HYPOCHLORITE/DRAIN INSTANT "ON". - BSD - BLENDED SLUDGE NAOCUOF SODIUM HYPOCHLORITE/OVERFLOW �7 XX NOTE A C - BWR - BACKWASH RECYCLE NAOCUGH/DR SODIUM HYPOCHLORITE/ I� SOLENOID ON LOSS OF PRIMARY POWER B OR N LOGIC ELEMENT: -BINS - BACKWASH SUPPLY OVERFLOW/DRAIN (PNEUMATIC, ELECTRICAL O IF A OR B THEN C -BWW - BELT WASH WATER - NAOCUV - SODIUM HYPOCHLORITEENT OR HYDRAULIC) - CCS CHEMICAL CLEANING SOLUTION - NAOH - SODIUM HYDROXIDE XX XX: FO =FAIL OPEN OR INTERLOCK. SEE S ON/OFF RELAY. INPUT IS - C CENTRATE NAOH/DR SODIUM HYDROXIDE/DRAIN Y FC =FAIL CLOSED CONTROL DIAGRAMS CONNECTED TO OUTPUT - CF - CENTRIFUGE FEED NAOH/OF -.- SODIUM HYDROXIDE/OVERFLOW HYDRAULIC FLP =FAIL TO LAST POSITION WHEN SWITCHING SIGNAL -CHS - CHEMICAL SLUDGE NAOH/OF/DR SODIUM HYDROXIDE/OVERFLOW/ 0 Q IS PRESENT. - CS - CHLORINE SOLUTION DRAIN -CSM - CONCENTRATED SCUM - OA ODOROUS AIR . ' PRIMARY ELEMENT SYMBOLS S -CW - CITY WATER (POTABLE) -- PD - PLANT DRAIN A Q -C SWITCHING SIGNAL WN - CITY WATER (NON POTABLE) _ PRIMARY li C MEMORY ELEMENT SWITCHING RELAY. INPUT -D DRAIN, BUILDING - PD /OF - PLANT DRAIN/OVERFLOW �/�1_� PROPELLER OR B -PE PRIMARY INFLUENT DOT IS CONNECTED /� PARSHALL FLUME Ld l 'TURBINE METER S= SET , R= RESET - DBC - DEWATERED BIOSOLIDS CAKE TO OUTPUT WHEN SWITCHING -DC - DEWATERING CENTRATE -PLO - PLANT EFFLUENT SIGNAL IS PRESENT - DC/F - DEWATERING CENTRATE/FILTRATE - PO - POLYMER SOLUTION DE - DE - DEIONIZED WATER /D - SOLUT1ON/DRAIN WEIR DENSITY METER © PURGE SET OTHER INPUT IS CONNECTED - DF - DEWATERING FILTRATE - PO -PO /OF R - POLYMER POLYMER SOLUTIOWOVERFLOW •••._.../ X: W = WATER TO OUTPUT WHEN SWITCHING - DFS - DIGESTER FEED SLUDGE PO /OF/DR- POLYMER SOLUTION/OVERFLOW/ �,�� A AIR SIGNAL IS NOT PRESENT. -DG - DIGESTER GAS DRAIN ORIFICE PLATE XX SEE O O - DHS DIGESTER HEATING SLUDGE - PS - PRIMARY SLUDGE GENERIC W I FLUSHING CONNECTION - DMS - DIGESTER MIXING SLUDGE -PSO PRIMARY SLUDGE, DEGRITTED �� - DOF - DIGESTER OVERFLOW - PSM - PRIMARY SCUM FLOW TUBE xx 10,--- AIR SET -OPO - DRY POLYMER - PW - PLANT WATER (NON- POTABLE) • XX= SUPPLY PRESSURE DRAIN, PROCESS - RS RAW SEWAGE LE LEVEL (ULTRASONIC) - RAS - RETURN ACTIVATED SLUDGE - DR PITOT- STATIC ••.__./ IN PSIG. HOSE ADAPTOR - - DSC - DIGESTED SLUDGE - SA SAMPLE O SEAL WATER SET DEWATERED SLUDGE CAKE 14 -DSR - DIGESTED SLUDGE RECYCLE - SBD - SCRUBBER SLOWDOWN FILTER/ - DWF - DEWATERING FEED - SCR - SCREENINGS VORTEX METER T. LEVEL -EOF EMERGENCY OVERFLOW - SDS - SECONDARY DIGESTED SLUDGE LEVEL (BUBBLER TUBE) O -SE SECONDARY EFFLUENT GAUGE SET �� -FC - FERROUS CHLORIDE -SEP - SEPTAGE FI SIGHT GLASS - FE - FILTER EFFLUENT ROTAMETER 1 - Fl FILTER INFLUENT -SPD- SUMP PUMP DISCHARGE �/ LEVEL (FLOAT) _ - FSW - FILTER SURFACE WASH - SPR SOLIDS PROCESSING RECYCLE o © L 1 FLEXIBLE CONNECTOR - FW - FLUSHING WATER - SR - SCRUBBER RECYCLE ULTRASONIC II PANEL CONTINUED - FWS - FILTER WASHWATER SUPPLY -SS STORM SEWER -FWW- FILTER WASHWATER WASTE - SSM - SECONDARY SCUM ETER THERMAL FLOWMETER FFLCPLLLX ON SAME OR OTHER -GR - GRIT SLURRY - SW - SEAL WATER PULSATION DAMPENER DRAWING -GTS - GRAVITY THICKENED SLUDGE - TF THICKENING FILTRATE -F ELECTROMAGNETIC -HF - HYDRAULIC FLUID -TS - THICKENED SLUDGE FLOWMETER Y P ANEL OUTLINE - HGB - HOT GAS BYPASS - TWAS - THICKENED WASTE ACTIVATED FILTER PANEL NAME - HOR - HYDRAULIC OIL SLUDGE - HOS - HYDRAULIC OIL SUPPLY - UD - UNDERDRAIN m BASKET STRAINER -HPHW - HIGH PRESSURE HOT WATER - V - VENT - HW - HOT WATER (POTABLE) - WAS - WASTE ACTIVATED SLUDGE DESIGNED - - DPW W �INB w DURHAM VERIFY SCALES J 5 1 DRAWN 3 �4 m ` i �ssec.lo BAR I S ONE INCH ON 01 Z ' ° TERT IARY FILTERS MODIFICATIONS PROJECT w • • _ .1 " ' { / ORIGINAL DRAWING DRAWING NO. m W OREGON W F- , , -,: � v \ • O CHECKED z \ \ 5 ` ' v. a •5 .mss ��_... -_-tx/ L ..._ C'�__._,., . .. ��.. 1_7 BACKWASH WATER FILTER NO. 4 FILTER NO 3 FILTER NO. 2 FILTER NO. 1 1 WASTE 1 . . _ . . _ . _ . _ . _ . _ I . _ . _ . _ . _ . _ . _ . _ . _ _ . _ . _ . _ . _ . _ . _ . _ _ . _ . _ . _ . _ . _ . _ . 1 i r ■ � BAN BWW WBM BW B BWW • I it 1 ® 1 I [ r/ \ \�4r, .O r / 0 — I 1 IT — II — I I — _ r I 0 I ! m � I I I m I m __. I W I w I FILTER BASIN 4B v Z FILTER BASIN 4A FILTER BASIN 3B o, z FILTER BASIN 3A • FILTER BASIN 2B 0., z FILTER BASIN 2A FILTER BASIN 1B z FILTER BASIN 1A (NORTH HALF) z = (SOUTH HALF) 1 (NORTH HALF) z = (SOUTH HALF) I (NORTH H • = (SOUTH HALF) 1 (NORTH HALF) 0 = (SOUTH HALF) U U CC U Z U • W F- W I- W ,- W LLW I LLW I LLw I u_Z U W U 0 I 0 ■ L JIL JIL \ /JIL\ ,.J I I e I I 1 = 1 1 N i �} O i O' i O �� Y 1 • O O m co 0 — N 1 = I — I = o = o O O • N O N O N > > j LOW PRESSURE 1 `JT m 03— CD" m ®--/ l �j m �y� � d lJ �' m PROCESS AIR A I -5 �= LPA ' T = I �= L P A . 1 T= LPA _ I � = LPA .T= 1 LPA BACKWASH WATER 1 1 I 1 1 SUPPLY • • BWS BWS BWS BWS BWS FILTER EFFLUENT ''//�, (TO CLEARWELL) FE FE I FE 1 FE I FE 1 • ._. - _._._._ I_._. _._._._._._.I_._._._7.._._._._.1 •� _• ,-.4• FILTER INFLUENT _• _.-lr n FILTER INFLUENT u j r . CHANNEL 1._ CHANNEL _J L. I I f L ® ' L • � � CHLORINE CONTACT BASIN NO. 1 CHLORINE CONTACT BASIN NO 2 • DESIGNED rc -- Ra W ,� Rt DURHAM AWTF VERIFY SCALES .IDeND. -Q z , q y • W r. — DRa n �� TERTIARY FILTERS MODIFICATIONS PROJECT Ii 1R IS ONE INCH ON i W carollo .. t ...... ,.,M.,,'.. ORIGINAL DRAWING DRAWING NO. m W OREGON o CHECKED = (1�� .��x 4 \ C .. n ■—--,1 I -1 • SCADA OPEN . CLOSED. OPENED. REMOTE • OC OC . REMOTE O T� C ,, . ' . OC . REMOTE POSITION POSITION FLOW DP OC OC . REMOTE. LEVEL . �' �' S�4ozl • ' ZL • 540E 0 �' m m' ,, gm. tg'' . Eg . 'zi� 7 �DI� m. �: m. �. -- - - - - - - - - - - - �. �10 -'�o�. ■`.iO3.5,. J. - E N I. ` " \900 /. \'J. Sla \°°8 /. \°008 \ 4 �%. SE. . EVE. . - - _ -_ - - - _ _. .- - .- - _ -. -.- - -. _ - 1 _ ._ _. ._. -._ .- .. - ^ _.- - ._._. -.- -. -. - -. -. -. LI _ _. -. CP -9015 54 0 l I - - HS 540ZL 540ZL 54OHL I ( HS 1 1 J. ZL I 1 HL HS 1 ZL I HL X 1 l ZIK ZI FI PDI HS ZL ' ' HL Li ( PLC 1) 2.,9.3,1 �1o3c� ,.„:,3,,,,,, r 1 R rs0071 F9 \ 71 Fo07R1 rs0 0 F9010� Fr 9008 F900 —t r9 r9 [-90111 r9l:11�( r90 fl I-9* 2) NoTEs Y 1 i\/' --0 Z I i I 1 2j 1. HART POSITION FEEDBACK SIGNAL GENERATED BY VALVE POSITIONER (ZC) AND SUPERIMPOSED 1._._._._. _. CP -9015 ISL - (INSTRUMENTS) F 9 00 8 £44:18 2. EFFLUENT FLOW CONTROL VALVES BFV9008, BFV9014, BFV9020, AND BFV9026 AND COMPONENTS ARE OWNER SUPPLIED, CONTRACTOR INSTALLED. • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - L - -0- - - - - - - - - - - - - -- -- - - HART {._._._.- 480VAC -0- \ 1 480VAC �� I INSTRUMENTATION TABLE FOR FILTERS 1-4 BFV9010 -LCS 2 BFV9011 -CS ITEM FILTER 1 FILTER 2 FILTER 3 FILTER 4. �� OC �� OSC r1 LR 1 �1 OC r1 OSC ,---, LR EFFLUENT FLOW CONTROL VALVE (BFV) 9008 9014 9020 9026 ZL HS _HS ZL HS HS AIR SCOUR FLOW VALVE (FV) 540- 2103 540- 2109 540- 2115 540 -2121 i 9010 9010 9O1O 9i 9011 9011R INFLUENT ISOLATION VALVE (BFV) 9007 9013 9019 9025 BACKWASH SUPPLY ISOLATION VALVE (BFV) 9010 9016 9022 9028 • 480VAC v r -- 120VAC O FILTER DRAIN ISOLATION VALVE (BFV) 9011 9017 9023 9029 FILTER LEVEL (LE, LIT) 9301 9302 _ 9303 9304 BFV9007 -LCS L T DIFFERTIAL PRESSURE (PDI, PDIT) 9401 9402 9403 9404 ,..--, OC i--.., OSC �-, LR 9301 EFFLUENT FLOW (FE, FI, FIT) 9601 9602 9603 9604 ZL HS HS 9007 9`� 90 , LE 001 — FILTER INFLUENT i L CENTER CHANNEL FILTER BASIN CHANNEL (BETWEEN FILTER (1/2. TYPICAL OF 2) OC BASINS, NORTH ANI� ZS SOUTH HALVES) ZY 9007 • 9007 FI BWW FI BWW FI BWW FI BWW 0 TROUGH TROUGH TROUGH TROUGH FI 1 1,) FI IP 1 BFV -9007 1 1 I • 120VAC o PDIT 1FUBINW 9401 (THROUGHS CONNECT DIRECTLY TO CENTER CHANNEL) 540LCP2103 r ---- t r-- - -- f �� ,..___ OC OC �� LO /RR I CC � I 5 103 540 540 540 Q • 2103 2103 2103 2103. / �� ....__...• ANTHRACITE I ,---L-QC ZY I 1 I .. 9010 008 9011 9011 1 ZY ZC ZS • BACKWASH WATER L �ZS`Y © SAND SUPPLY 9010 © 1 I I I a BWS 11 BFV -9011 II I . {}--�� 1 1 1 1 1 1 1 1 l 1 1 1 1 1 II BFV - 9010 - 11 1 UNDERDRA 1 I �` �� FIT LPA 90 PSI ®j o � 2103 PY PSL 9601 FILTER BASIN B 111 PSI 90 9 008 _ (NORTH FILTER HALF) FE - BACKWASH WATER C FLF 9601 'I BWS WASTE ell r1 LOW PRESSURE 5 FE BWW r , 8 PROCESS AIR 103 FC I nn FILTER BASIN A U I -5 L\ P A IV BFV -9008 II LPA . (SOUTH FILTER HALF) � 1540 -F V -2103 I J FILTER EFFLUENT (TO GLEARWELL) FE DESIGNED _ - - RIO c N e JOB NO. ' DRAWN DURHAM AWTF VERIFY SCALES 7558C.10 a cHCpED v" t W �/ � °N i E Ow " �wu ° ro RAWING NO. III g — — W «,�� :a - TERTIARY FILTERS MODIFICATIONS PROJECT D SC sk.. carol' to r` �1tr + A .' c or. ,./,ot , INCTOI ..C.IIs,, A._==1,. 1-4 lier SCADA POSITION POSITION OC . REMOTE, PbSITION POSITION RUN ON /OFF -RDY EN BLL . OC OC . REMOTE OC OC . REMOTE. PRESSURE C LOSED .OPE NED.CLOSED.OPENED.CLOSED. OPE NED. FLOW . FLOW FFA . CLOSED. OPENED. REMOTE CONTROL FBK . WE . , /pHL�- , . � . MN . ©. re is m m . . m . � . � . (40\ . �k. � - �� • �. r 0k•> �• MI r �540Y�' �02�' ,2�0� • ��' r , • �540Z`' . EN . `149 ME . \� . Ea . 16. 6001 4 . \ 6001/ . VA . NZ . �� . 6 6 . 001 . 4 . ,pe . ME . 801' `8119 *611 . X619 . 1 . ,.1 \612 . K2 \ � 13� �130C� ` 300 \FYI ►I . � �I . 1 I — — — — I — — — — — — I — I II— — — - - - - - - I -- - -II - - - - -- — - - - - - ._.__.._. _ ._ I _. _._ II ._._ _.__L__._ I I I r �c I _�_ i� i - - I - - /� t - - I - - /� I - - /� I /� I - 1 - It t r Yt - - - I /� - I - I - - I - - - r • - I /� I r h -I - I t- - - r- II- - - - I - - - - - - - - - - - - i ._._. _ I ._ Yl I- /t - .^ I . . /� I _ . _ . _ . _ CP -5020 ZL HL ZI ZIK HS YL HL HS 'I 440ZL 440ZL 440ZL 440ZL 440ZL 440ZL 410FI 540FI 540YA 540ZL 540ZL HL 540ZIK 540ZI -1 ZL HL HS ZL HL 440 CP -901 (PLC 4) 1 ~601 f601 6014 6074 F6001 1 1 16015 I 1 1 60 t5 R 1 6007 ! 2 ° I 807 �1 i (P r oC� 7 �1301� ! 12! 2) 2) 4 / , j ( � -- i I / CP -5020 SS OOR OCL OCL i CP -9015 I I YL I HIK HS YL YL YL (INSTRUMENTS) 1 t 6014 6001 s s s (INSTRUMENTS) a— — - - - ( I 460VAC C I \ 480VAC BFV6015 -LCS I 540FCV2130-CS Z OC OSC LR HS HS 540 FAULT OC 540 EMOTE tYIOVING OSC LOR 6�� 6015 6015R 2130 2130 2130 2130 2130 2130R 480VAC F. I 480VAC -g- I ' I 480VAC - \ � I I I 1 BFV6014 -LCS MCC -5003 B-6001 1 BFV6001 -LCS 1 �� OC ,—� OSC , - R ^ 00 ZL HS HS YL HS SS S LR I Z OC S OSC S LR CAN BUS I 480VAC 6014 6014 6014R 6001 6001 60�� 1 1 6001 6001 6001R I I C I 1 ZS 120VAC 0 120VAC 0 r 6015 ZY I 440P1 ,.-----. �� 54 0 J 1601 6015 1 410FE 410FIT 540FE 540F1T 2130 1601 1601 2130 2130 FILTERS 14 INLET r 0 1 1 - FLP V ENT AIR SCOUR V Z C -- 1 I I _LQC I \I I\ © El 1 1 LPAIAI I -3 > C II BFV -6015 I ZS ZY i _ _ II 540FCV2130II 6014 ZS ZT 6001 / 6014 6014 - -� 6001 1 L OC T • © 81 I CCB NO. 3 LPA r © I LPA I I O II BFV -6001 II II BFV -6014 II CS II B-6001 I 1 MISC. AIR LOADS �� OC LPA � �, L - i - - - - - PROCESS LPA BLOWER NO. 1 (TYPICAL) — — — — — I 440ZS _ J � �� J 1613 fir r — — — — — — — — — — — — — — — — . — . — . — — . _ . 7 CC: N0.2 ITEM BLOWER 1 BLOWER 2 LPA � J� 1 PROCESS LOW PRESSURE AIR (LPA) BLOWER B -6001 B -6002 // BLOWER AERATION BASIN LPA ISOLATION VALVE BFV -6001 BFV -6002 I LPA 1 BLOWER INLET AIR FLOW CONTROL VALVE BFV -6014 BFV-6016 1 CCB NO. 1 No BLOWER LPA BYPASS (RECIRC) ISOLATION VALVE BFV -6015 BFV -6017 oc LPA J , 1 1 440ZS _ J 1812 I L — — — PROCESS LPA BLOWER NO. (IDENTICAL TO NO. 1 WITH NOTED TAG CHANGES) — — — — — J E • FROM BLOWERS 3 THRU 8 ' �j ' LPA LPA AERATION BASIN LOW PRESSURE AIR DESIGNED rc RK, W I N , w _ DURHAM AWTF RIFY SCALES JOB NO. DRAWN = ...# GI 2 7 �� 8AR IS ONE INCH ON Ra W� ep W TERTI ARY FILTERS MODIFICATI PROJECT DRGNw DRA�ND D N0. • W 't car® ® \ \ I p CHECKED 4., - = U 5 ® 1" 1-5 C;lennWater Services INSTRUMENTATION 0 PLC4 / CP -5020 ( ROSEMONT © DC COM -FU ? MODEL: 3051S CABLE S- 440PIT1601 + (WHITE) FU 24VDC -F ?? 440PIT 4-20 MA O 1221 C 1601 _ z U (BLACK) I — 1221 PRESSURE PLC4 0 RANGE: 0 to 15 PSI CONDUIT 1221 (WX691 +) • S-440141'1601 OHM 1221 1 -5 VDC 7 440PI i \ 1222 r 1221 {WX691 -) 6 1601 BASE 5 SLOT 3 c ' CCB & TERTIARY FILTERS LPA AIR HEADER GROUND POINT 3 NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -5020 DRAWINGS FOR TERMINATION DETAILS; SHEET 3383 -W52 FOR AI. 3. TERMINAL BLOCK CENTER JUMPER. 4. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. DESIGNED RKI 5. MANUFACTURER AND MODEL NUMBER DURHAM SHOWN AWTF FOR REFERENCE ONLY AND WILL BE UPDATED WITH ON ACTU UNIT PROVIDED IN "AS BUILT" DRAWINGS. S. � •• l— • DRAWN _ � + " '"� : W RIFY SCALE ; �� °o a� w P - TERTIARY FILTERS MODIFICATIONS PROJECT ORIGINAL IS O M�u 3 ' ' / Z C c ar® ®® �. _ \ - OREGON n _ wO DRAWING DRAWING NO. n ■ PLC4 / CP -5020 (CP -5020 UO POWER PCL4, BASE 2) CB -14 NEUT. BUS y^ •■ <menufeoturen BOTTOM CONNECTOR MODEL: <model> CLOSED CABLE 114A _ C-440ZS1611 5 X 20 GMA C A 2 440ZS1611 -L14 FU L14 CLOSED 440ZS , CB -14 -1 PLC 4 BASE 16� NC I 440251611 -C 792 120 VAC 792 (X667) 11 1611C SLOT 13 POINT 27 ■ OPENED 440ZS �^ OPENED 16110 NC 440ZS1611-O 793 120 VAC 793 12 1 440 U 440ZS1611 GND "^ 16110 POINT 28 CONDUIT q • • GND BUS \ C-440ZS1611 440HV1611 N RTN 2 0 NOTES 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5055, 32 POINT 120 VAC. DI POINTS ARE GROUPED 16 PER COMMON. RTN -2 IS THE COMMON TERMINAL FOR INPUT POINTS 17 THRU 32, WIRED USING THE CARD BOTTOM CONNECTOR. THE COMMON JUMPER SHOWN HERE IS o INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W41 FOR DI. 3. THE RISER DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. i DESIGNED RKI 0 DRAWN = V6aO1 i _ DURHAM RIFY SCALES ��o RIO i 1 1 0 - , / W �� TERTIARY FILTERS MODIFICATIONS PROJECT BAR IS DRAWING R W car A v' ® ®® ORIGINAL DRAWING DRAWING NO. • q �— CHECKED Z OREGON /7 • •e,nuucurwrnw, PLC4 / CP -5020 (CP -5020 I/O POWER / • PCL4. BASE 2) CB -14 NEUT. BUS ,..^ ,.. <manufacturer> BOTTOM CONNECTOR MODEL: <model> CABLE 1/4A CLOSED C-440ZS1612 5 X 20 GMA / � 440ZS1612-L14 FU L14 CLOSED 44/ OZS C n I CB -14 -2 � PLC 4 \:1......._.}612C NC I ` 440ZS1612-C I 7 � _ 120 VAC 794 (X669) 13 SLOT 13 • _44021_ 1612C POINT 29 OPENED -- � C _ � ^ OPENED 16120 NC I 440ZS1612-O 795 120 VAC 795(X670) 14 i — — U 2E 440ZS1612 -GND ^ 16 POINT 30 U CONDIT C 4 COND IT GND BUS • 440HV161 N RTN2 0 • • NOTES I 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5055, 32 POINT 120 VAC. D1 POINTS ARE GROUPED 16 PER COMMON. RTN -2 IS THE COMMON TERMINAL FOR INPUT POINTS 17 THRU 32, WIRED USING THE CARD BOTTOM CONNECTOR. THE COMMON JUMPER SHOWN HERE IS W INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 0 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W43 FOR DI. 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. DESIGNED - - JOB N Rq ��I�.,, DURHAM AWTF RIFYSCALES O DRANM a ` p ' . _ q� OAR IS ONE INCH ON W RIO A j /J. = W TERTIARY FILTERS MODIFICATIONS PROJECT =GINN. DRAWnNG DRAWING NO. • CO CHECKED z a C4 16 car® ® l iennWater N PTVII'PC INSTRUMENTATION 0 ' ® 1-8 PLC4 / CP -5020 (CP -5020 I/O POWER • PCL4. BASE 2) CB -14 NEUT. BUS LP <manufacturer> BOTTOM CONNECTOR MODEL: <model> CABLE 1/4A • CLOSED C-440ZS1613 5 X 20 GMA • \ 440ZS1613 -L14 FU L14 CLOSED 44 C r CB -14 -3 PLC 4 ' 1 1613C 440ZS1613 -C 120 VAC 796 (X671) BASE 4 NC 796 15 SLOT 13 440ZL 1613C POINT 31 OPENED 440ZS C � ^ OPENED 16130 NC 440ZS1613-0 797 120 VAC 797(X672) 16 440ZL 4402S1613 -GND Q 160 _ \II POINT 32 — CONDUIT GND BUS \t, • C-440ZS1613 4401-1V1613 N RTN 2 0 - NOTES 1 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500-5055, 32 POINT 120 VAC. DI POINTS ARE GROUPED 16 PER COMMON. RTN-2 IS . THE COMMON TERMINAL FOR INPUT POINTS 17 THRU 32, WIRED USING THE CARD BOTTOM CONNECTOR. THE COMMON JUMPER SHOWN HERE IS a INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 0 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W43 FOR DI. ' 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. DESIGNED T JOB NO. rc Ra _ �� :� DURHAM AWTF VERIFY SCALES ,SSSC 1D _ DRAWN KI 6 i4 • 9 • 1 E5 a t° '" _ �� TERTIARY FILTERS, MODIFICATIONS PROJECT BAR G A DRAWING NO. • 4 CHECKED = oaccor 5 ', -7,' cart ® ® l . ' Carvnrvc INSTRUMENTATION 0 ®1" 1 -9 PLC1 / CP -9015 AUMA ELECTRIC ACTUATOR POSITION FBK REMOTE MOTOR CONTROLER 2850 O 1 PLC1 CABLE ^ 2850 (WX5545 +) ,. 2850 1 AUMA RANGE: 100 % 5- 540ZT2130CS 54021 MODEL: SAR -07.5 13BlGS63.3 1 -5 VDC 2130 ELECTRIC ACTUATOR 23 - (WHITE) 2851 —0 2851 (WX5545-) 2 BASE 12 ■ VENDOR CAN -BUS CABLE 2130 BLACK) OH 4 20 MA 250 SLOT 5 5- 540FCV2130 / 24 b ( 2851 POINT 1 2 (\ (BROWN) 2 GROUND 3 (WHITE) _ 3 CABLE POSITION CONTROL RANGE: 100 % S- 540ZC2130CS PLC1 6 (GREEN) 6 12 n (W 540ZC O n 2950 - t 2950 (WY5563 +) i 7 (IOUT) 7 - 1 , (YELLOW) y 7 2 130 13 4 20 MA 540ZIK \/ 4 -20 MA 2130 U (LA) 2951 2951 {WY5563 -) 9 (RTN) BASE 12 SLOT 7 • CONDUIT GROUND POINT 3 S- 540FCV2130CS CABLE TOP CONNECTOR REMOTE VENDOR CAN -BUS CABLE 32 C 540FCV2130CS \ PLC 1 C-540FCV2130 K3-1.0 L 33 I 540HS2130 R 120 VAC 2448 (X5297) 540HL BASE 10 10 i 10 REMOTE r 2448 7 SLOT 7 • 11 11 34 \ 2103R POINT 1 19 19 • 17 CLOSED 20 20 �.^ K2-1.0 __I i_ 1 18 540ZS2130 -C _ ( ) 47 47 CLOSED 2449 120 VA 244 X5298 2 540ZL_ 19 s•-• 2103C POINT 2 48 ■ V ‘, 48 • CONDUIT S- 540FCV2130 OPENED 20 VENDOR CAN -BUS CABLE �^ • P-540FCV2130 K3 -1.0 LL 21 540ZS2130-O _ 120 VAC 2450 (X5299) OPENED r 2450 U1 n n U1 3 22 5402 ^ 2 30 POINT 3 • • V1 V1 W1 W1 14 FAULT 1 7 / K1 -1.0 15 540ZS2130 O _ 120 VAC 2451 (X5300) V Y CONDUIT FAULT 2451 i 4 _540 P- 540FCV2130 16 �� 2 103 POINT 4 (M� �,/FLP CONTROL POWER L 1 120 VAC 30 mA MAX N 2 540FCV2130-N 2447 N 2447 RTN 1 1 LOCAL CONTROLS CONDUIT OPENED C- 540FCV2130CS 540FCV2130 0 FILTER ELECTRICAL ROOM POWER PANEL NOTES OPEN o L FAULT 1. TERMINAL BLOCK CENTER JUMPER (TYPICAL). MCC -9030 STOP 2. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5001, 8 POINT 120 VAC. DI •� _L- CABLE 480 VAC, 3 PH 60 HZ POINTS ARE GROUPED 4 PER COMMON. RTN -1 IS COMMON TERMINAL FOR POINTS 1 THRU 4. I o o MOVING A P- 540FCV2130CS BREAKER 2K; 15A THE COMMON JUMPER SHOWN HERE IS INTERNAL TO CARD AND NOT EXTERNALLY CLOSE U1 540FCV2130-P1 0-- 540FCV2130 -L1 0 o ACCESSABLE. REMOTE 540FCV2130 P2 J 545400FFC:2211330_GO-L2 3. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET o o V1 0� 0 3363-W184 FOR Al, 3363-W185 FOR AO, AND 3363-W171 FOR DI. W LR W1 540FCV2130 P3 0 � 540FC130�3 o 4. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL CLOSED PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. YY 540FCV2130 -G v 2_ GND BUS 5. REFERENCE AUMA WIRING DIAGRAMS AND INSTALLATION GUIDES FOR MOTOR OPERATED �� — VALVE TERMINATION DETAILS. • CONDUIT 540FCV2130 -CS LOCAL DISCONNECT P- 540FCV2130CS 6. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE DESIGNED RIO EXISTING. JOS N _ DURHAM AWTF VERIFY SCALES 558 g 7i 768C0 O DRAW RBI ` p in t I 1 - r � —' BAR IS ONE INCH CM W A - TERTIARY FILTERS MODIFICATIONS PROJECT ORIGINAL ORAVANG DRAwiNGNO. • CHECKED 1 ., n y. - EGO n U ,, ��, r ' � l .ip,,-, V V'1]tP - 1PT171nPC INSTRl1NENiAT[1N 0 ImR;P•011" 1-10 PLC1 / CP -9015 EC! 2860 FLOW TS1 MODEL: ST98 0 O PLC1 IP5030 -2LS II r AC LINE TS3 CABLE 2860 2860 (WX5546 +) .� 4 540F1 CABLE IP5030 2N AC NEUT mA OUT n 2861 1 -5 VDC v 5 2130 BASE 12 540FIT (WFIITE 2861 {W%5546 -) IP5030 -2G 213 OUT COM a 4 -20 MA 250 SLOT 5 I gLA( C 1 OHM 2861 POINT 2 1 2 3 4 5 8 7 8 TS2 Y CONDUIT GROUND S- 540FIT2130 C - -> CABLE 540FE2130 W U. W LL W LL W W U. U. C C U. LL O O <---- M CONDUIT . S- 540FE2130 C ) 1 2 3 4 5 6 7 8 • E RANGE: 05,000 SCFM 30 FLEX CONDUIT O— FROM SAFETY SWITCH TO FIT FILTER ELECTRICAL ROOM POWER PANEL • MCC -9001 • / IP -9006 SAFETY SWITFI (BELOW FIT) CABLE 120 VAC, 1 PH OFF ON P540FIT2130 60 HZ IP5030 -2LS .x, IP5030 -2L • A � CIRCUIT 25 ' ° 15A • IP5030 -2N NEUT BUS IP5030 2G – U V _i_ GND BUS CONDUIT P- 540FIT2130 NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT ° AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W184 FOR AI. 3. TERMINAL BLOCK CENTER JUMPER (TYPICAL). 4. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. 5. MANUFACTURER AND MODEL NUMBER SHOWN FOR REFERENCE ONLY AND WILL BE UPDATED WITH ACTUAL UNIT PROVIDED IN AS BUILT' DRAWINGS DESIGNED Ra N e 1- - W DURHAM AWTF VERIFY SCALES JO8 NO. ' � DRANM Z .. �. Z 76580.10 RKI 2 �� RIS ON INCH ON DRAWING NO. DRAWING • W ,; �» �,. TERTIARY FILTERS MODIFICATIONS PROJECT O p CHECKED 2 or+ECa+ /-/ F - ? Ae. �� :,: ® ^1 i t� .1 / >/ S 1 Innri�AJn�nr \nra nnr n ®41 1 -� 1 PLC1 / CP -9015 4 <MANUFACTURER> MODEL: <MODEL> 3 WAY SOLENOID VALVE OFF/RESET CABLE OPEN CONTROL _ CLOSE OPEN LOCAL REMOTE C- 540LCP2103 PLC1 L 540FY2103 FY _ (XOO)�_ 1 540FV2103 -L 2310 2310 CH6-C • 120 VAC 540HS_ © 540LCP2103 -N (OOX) 1 540ZY2103 2311(Y4998) 2103 540ZY2103 N o 0 ZY 2311 CH6 -NO BASE 1 SLOT 2 540LCP2103-G (00 POINT 6 i 540HS2103 GND BUS 90 PSI W VENT REMOTE .• I' r PLC 1 540HS2103 -R 120 VAC 166 (X4149) BASE 1 HS -R 166 5 SLOT 7 540HL CLOSED 2103R POINT 5 <MANUFACTURER> O MODEL: < MODEL> FC .11 CLOSED �-D ZS-0 CLOSED 1 5 L. 40ZL2103C I ■• NC 540Z52103 -C ZS-C 1 540ZS2103 -C 167 120 VAC 167 (X4150) 54025 6 2103 540ZL 0 — OPENED L ,^ 2103C POINT 6 © 0 • OPENED 5402L21030 I ZS-0 � OPENED NC 540ZS2103 -0 ZS-0 I 540ZS2103-0 168 120 VAC 168 (X4151) 540ZS 7 2103 C 540FV2103 - L I L • �^ 540ZL POINT 7 21030 540LCP2103-G CONTROL CONDUIT POWER © . L • 540LCP2103 -N 165 N 165 RTN 2 0 540FV2103 C- 540FV2103 540JL2103 CONDUIT C- 540LCP2103 N N I _ FILTER ELECTRICAL ROOM POWER PANEL (ADJACENT To CP) MCC -9001 / IP -9006 5A CABLE 120 VAC, 1 PH 5 X 20 GMA OFF ON P- 540LCP2103 60 HZ L 540LCP2103 -LS ox, • 540LCP2103 -L • A CIRCUIT27 ° 15A l 540LCP2103 -N • NEUT BUS 540LCP2103-G V 1 , v GND BUS GND BUS CONDUIT P- 540LCP2103 540LCP2103 NOTES 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5001, 8 POINT 120 VAC. DI POINTS ARE GROUPED 4 PER COMMON. RTN-2 IS 0 COMMON TERMINAL FOR POINTS 5 THRU 8. THE COMMON JUMPER SHOWN HERE IS INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 2. SOLENOID VALVE 540FY2103 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT 4i AIR. 0 3. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W103 FOR DI AND 3383 -W162 FOR DO. 4. REFERENCE THE LOCAL CONTROL STATION DETAIL SHOWN ON INSTRUMENTATION DETAIL SHEETS. 5. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 6. TERMINAL BLOCK CENTER JUMPER. 7. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. 2 NED DESIG ¢ ESIGM ` o I N a , DURHAM AWTF VERIFY SCALES ; 1 0 iil R � ff c�� ® ® ® TERTIARY FILTERS MODIFICATIONS PROJECT � ^"iSONEiHON /� .� .- ra „i.en ______ CHECKED on¢c'". / / h 5 �� o ,,NAB �u Co 1ue.o11umurr,nrao n � 1• 1-12 �� . �v I�1 1V11ivi" JII \II vi.�ilxiv vv1 11'\ /` JI J1LIV1 I/ S PLC1 / CP -9015 < MANUFACTURER> MODEL: <MODEL> 3-WAY SOLENOID VALVE OFF/RESET CABLE OPEN CONTROL _ CLOSE OPEN LOCAL REMOTE C- 540LCP2109 PLC1 L 540FY2109 1 FY (OX)_ _ (XOO) A 54 0FV2109 L 2322 2322 CH6 -C 120 VAC 540HS N 540LCP2109 -N (00X)0 0 540ZY2109 2324 (Y5006) 2109 BASE 1 540ZY2109 ZY - 2324 - CH6 -NO SLOT 3 i 540LCP2109-G (00X) 540H62109 POINT 6 GND BUS 90 PSI n. vENr REMOTE �I'r PLC 1 BASE 1 540HS2109-R 120 VAC 186 (X4165) HS -R 186 <MANUFACTURER> SLOT POINT 9 5 _ 2 1 0HL CLOSED • • 2109R MODEL: <MODEL> ,O FC CLOSED ^ ZS -C CLOSED _ 540ZL2109C I ..,^ ■■ 540ZS 112 540ZS2109-C ZS 540ZS2109-C 187 120 VAC 187(X4166) 6 2109 OPENED �^ — 21�gC POINT 6 .© Q OPENED -�O ZS-0 ..., OPENED 540ZL21090 I ,, 540Z52109 -0 ZS-0 540ZS2109-0 188 120 VAC 188(X4167) 2 0 10 9 II 540FV2109 29 L I I I _ 540ZL_ I L �,'� 21090 POINT 7 540LCP2109 -G CONTROL POWER 540LCP2109 -N N 185 CONDUIT © L )1 U 185 RTN 2 0 540FV2109 C-540FV2109 540JL2109 CONDUIT C- 540LCP2109 N I . N FILTER ELECTRICAL ROOM POWER PANEL SAFETY SWITH (ADJACENTTOLCP) MCC -9001 / IP -9006 5A CABLE 120 VAC, 1 PH 5 X 20 GMA OFF ON P-540LCP2109 80 HZ H L 540LCP2109 -LS o , 540LCP2109 -L • a CIRCUIT 29 ° 15A 540LCP2109 -N NEUT BUS a 540LCP2109-G ‘. 1 1, _ V GND BUS GND BUS CONDUIT P- 540LCP2109 540LCP2109 NOTES 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5001, 8 POINT 120 VAC. DI POINTS ARE GROUPED 4 PER COMMON. RTN -2 IS • 0 COMMON TERMINAL FOR POINTS 5 THRU 8. THE COMMON JUMPER SHOWN HERE IS INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. " 2. SOLENOID VALVE 540FY2109 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT "O i AIR. 0 3. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3 FOR DI AND 3363 -W163 FOR DO. 4. REFERENCE THE LOCAL CONTROL STATION DETAIL SHOWN ON THE INSTRUMENTATION DETAILS SHEETS. 5. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 6. TERMINAL BLOCK CENTER JUMPER. 7. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. I DESIGNED a RKI _I rcIN , L % DURHAM AWTF RIFY SCALES JOB NO. DRAVYN C �� ,+ I (g 81 IS ONE INCH ON 7558C. RIO ffi ( r- w �a�,� ® ®� � �� TERTIARY FILTERS MODIFICATIONS PROJECT N� I DRAWING NO. PLC1 / CP -9015 <MANUFACTURER> MODEL: < MODEL> 3 WAY SOLENOID VALVE OFF/RESET CABLE OPEN CONTROL _ CLOSE OPEN LOCAL REMOTE C- 540LCP2115 PLC1 L 540FY2115 �_ FY (OX)- �- (X OO)� 540FV2115 -L 2334 2334 CH6 -C 120 VAC 540HS © 540LCP2115 -N (OOX I I 5 40ZY2115 2335(Y5014 2115 540ZY2115 N ) O ° ZY r" 2335 ) CH6 - NO BASE 1 540LCP2115 -G (OOX) I SLOT 4 o POINT 6 i 54011S2115 GND BUS 90 PSI �;� VENT REMOTE r PLC 1 540HS2115 -R 120 VAC 206(X4181) BASE 1 HS –R 206 5 SLOT 11 540HL CLOSED II—Ij5� POINT 5 • • MODEL: < MODEL> FC ' CLOSED 540ZL2115C ZS� i y CLOSED ■■ NC 540zs2115 c I ZS -C j saozszl lsc 207 120 VAC 207 (X4182) s 540zS _ 2115 C _ OPENED "'� 2 11 5 C POINT 6 © O OPENED ° o ZS-o OPENED 540ZL21150 I . �� NC 540ZS2115-0 ZS-0 540ZS2115-0 208 _ 120 VAC 208 (X4183) 5 4 U ZS J —21150— 2 \ 11 `� C 540FV2115 -L I 1 I L ____I 5 1150 21 � 21150 PONT 7 540LCP2115 -G CONTROL POWER 540LCP2115 -N N 205 CONDUIT 0 L t 205 RTN 2 0 540FV2115 C-540FV2115 540JL2115 CONDUIT C- 540LCP2115 N N 1 FILTER ELECTRICAL ROOM POWER PANEL SAFETY (ADACENT MCC -9001 / IP -9006 5A CABLE 120 VAC, 1 PH 5 X 20 GMA OFF ON P-540LCP2115 Ei0 HZ L 540LCP2115 LS c 540LCP2115 -L n / � CIRCUIT 31 I o � 15A 540LCP2115 -N • NEUT BUS 540LCP2115 -G – Y GND BUS GND BUS I CONDUIT P- 540LCP2115 540LCP2115 NOTES 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 5005001, 8 POINT 120 VAC. DI POINTS ARE GROUPED 4 PER COMMON. RTN -2 IS 0 COMMON TERMINAL FOR POINTS 5 THRU 8. THE COMMON JUMPER SHOWN HERE IS INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 2. SOLENOID VALVE 540FY2115 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT AIR. a 3. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3383 -W105 FOR DI AND 3363 -W163 FOR DO. 4. REFERENCE THE LOCAL CONTROL STATION DETAIL SHOWN ON THE INSTRUMENTATION DETAILS SHEETS. 5. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 6. TERMINAL BLOCK CENTER JUMPER. 7. CONTROL PANEL TERMINAL BLOCKS, PLC I/O, AND INTERCONNECTING CONDUCTORS ARE EXISTING o DESIGNED DRAWN 6 ? o 1 N e s Z _ DURHAM AWTF VERIFY SCALES �� K 9� WGIBAR IS ONE INCH ON R10 W W W s (� TERTIARY FILTERS MODIFICATIONS PROJECT oNALOMWINO DRAINING • 0 1 CHECKED m ORECOH U ��;o-. ®® / �7 IPf]T \ \Pl'l)1ls INCRi11NFNTeTAU fl 1• 1-14 PLC1 / CP -9015 <MANUFACTURER> MODEL: <MODEL 3-WAY SOLENOID VALVE OFF/RESET CABLE OPEN CONTROL CLOSE OPEN LOCAL REMOTE C- 540LCP2121 PLC1 '1.. 540FY2121 + FY _LX XOO)�_ ^ 540FV2121 -L 475 475 CH6 -C 120 VAC _540HS 0 ) N 540LCP2121 -N (00X)° ° I 540ZY2121 476 ( Y4398 2121 BASE 3 540ZY2121 ZY 476 CH6 -NO SLOT 13 2 540LCP2121 -G (OOX) 540HS2121 POINT 6 GND BUS 90 PSI • �' VENT REMOTE 1■ PLC 1 540HS2121-R 120 VAC 226 (X4197) BASE 1 HS -R 226 - 5 SLOT 13 540HL CLOSED POINT 5 <MANUFACTURER> • 2121R MODEL: < MODEL> 0 FC CLOSED -^ ^ ZS-0 CLOSED 540ZL2121C I .,^ •• E 4023 NC 540ZS2121-C Z�c I 540ZS2121-C 227 120 VAC 227 (X4198) _ • 2121 — 540ZL_ C OPENED �� 2121C POINT 6 © O OPENED ^ ZS-0 OPENED 540ZL2121O I „ NC 540ZS2121-0 ZS-0 1 540ZS2121-0 228 120 VAC 228 (X4199) 540ZS 2121 C J 540FV2121 -L L 210 POINT 7 540LCP2121 -G CONTROL POWER © . J L 54I 0LCP2121-N 225 N 225 RTN 2 0 CONDUIT /I 540FV2121 C- 540FV2121 540JL2121 CONDUIT C- 540LCP2121 N I N FILTER ELECTRICAL ROOM POWER PANEL SAFETY SVVITH (ADJACENT TO CP) MCC-9001 / I P — 9 00 6 5A CABLE 120 VAC, 1 PH 5 X 20 GMA OFF ON P-540LCP2121 60 HZ L 540LCP2121 LS ox, 540LCP2121 -L ♦ CIRCUIT 33 • ° 15A 540LCP2121 -N • NEUT BUS 540LCP2121 -G U V ) / - I GND BUS GND BUS _ CONDUIT P- 540LCP2121 540LCP2121 NOTES 1. DIGITAL INPUT CARD (DI) IS TEXAS INSTRUMENTS (SIEMENS) 500 -5001, 8 POINT 120 VAC. DI POINTS ARE GROUPED 4 PER COMMON. RTN-2 IS 0 COMMON TERMINAL FOR POINTS 5 THRU 8. THE COMMON JUMPER SHOWN HERE IS INTERNAL TO CARD AND NOT EXTERNALLY ACCESSABLE. 2. SOLENOID VALVE 540FY2121 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT a AIR. 3. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W106 FOR DI AND 3363 -W120 FOR DO. 4. REFERENCE THE LOCAL CONTROL STATION DETAIL SHOWN ON THE INSTRUMENTATION DETAILS SHEETS. 5. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 6. TERMINAL BLOCK CENTER JUMPER. 7. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING • , DESIGNED C RKI W N f '4'0'7 DURHAM AWTF RIFY SCALES JOB NO. m DRAWN __ /1 ? f w RKI v 9 = W BAR S IS ONE INCH ON 76580 10 TERTIARY FILTERS MODIFICATIONS PROJECT ONG NFL DRAINING DRANANO NO. tO l CHECK 0 ®1 1 -15 OREGO w ��® ® \ \\ P. �n W Cl ean W ater ' S ervices INSTRUMENTATION p w PLC1 / CP -9015 111 PSI CABLE POSITION CONTROL , FISHER PLC1 MODEL: DVC6030 S- ZC9008 DIGITAL POSITIONER + .. n {WHITE) `. v WY4660+ Al ZC WY4660+ ,1I` ZIK ^ 4 20 MA / 4 -20 MA 9008 (BLACK) I W Y4660- WY4660- BASE 7 v A3 9008 I \ SLOT 9 RANGE: 100 % ,, \`. WY4660 -R 1 I POINT 4 GROUND I • ASCO PHOENIX CONTACT SIGNAL • MODEL: MODEL: MCR- 2SP -UI -DC / JSF8320G184-120/AC ANALOG SETPOINT SWITCH 3-WAY SOLENOID VALVE CABLE A PY9008 I C- PY9008 NC — D PSL SUPPLY 1 + !I� PY9008 NO ISL CABLE 9008 POyyER S- ZC9008.2 9008 ti S _ PY9008 -C _ C WX4581 -24VDC M + \ E B PY9008 G FISHER U MODEL: 377L TRIP VALVE TRIP PRESS. = 80 PSI CONDUIT RESET = 7? PSI S- BFV9008 I p 2_ GND BUS g — 0 CABLE C S- ZY9008 FISHER + s 0 (WHITE) MODEL: 333 HART RT T RI LOOP CONV. HART DIGITAL SIGNAL —cam (BLACK) FU I 24VDC -FU 7 WX4581 r ZY CABLE FU4581 9008 CHANNEL 1 II S- ZT9008 1 1 \I + J•, (WHITE) FU4581 1 ■ — 4 -20 MA BFV9008 — U (BLACK) — WX4581+ POSITION FBK 0 PLC1 RANGE 0 100 % WX4581+ WX4581, J A2 — 1 -5 VDC 9008 WX4581- WX4581- A3 BASE 6 250 1 I V I SLOT 2 OHM 1 y I DC COM -FU ?7 ] POINT 1 WX4581- I C GROUND r � �� TO NEXT LOOP 1 NOTES a 1. SOLENOID VALVE PY9008 DE- ENERGIZZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT ° AIR. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W136 FOR Al AND 3363 -W147 FOR AO. 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. TERMINAL BLOCK CENTER JUMPER (TYPICAL). 5. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. i 5 - - DESIGNED JOB NO. RW G� �,f D URHAM AWTF VERIFY SCALES • D RAWN = a� ` Z ' BAR IS ONE INCH ON 75580.10 o RKI - ' $ w _ "" • , TERTIARY FILTERS MODIFICATIONS PROJECT ORIGINAL DRAWING DRAWING NO. m W 0 1 OREGON W '''''V'' . Car y �Y ® 1 -16 ,- _ CHECKED z \ \ 5 „ " rl e n ' S ervices INSTRUME 0 � 1" w PLC1 / CP -9015 • 111 PSI I FISHER CABLE POSITION CONTROL MODEL: DVC8030 S- ZC9014 PLC1 DIGITAL POSITIONER .... ^ /1 (WHITE) ^ WV4661+ WY4661+ Al + I r 1 ZC 4 -20 MA 4 -20 MA Z�K 9014 (BLACK W ` 7 WY4661- ` A3 9014 BASE 7 \ SLOT 9 RANGE: 100 % WY4661 -R POINT 5 i GROUND <I [ ASCO PHOENIX CONTACT SIGNAL MODEL: MODEL: MCR- 2SP -UI-OC JSF8320G184-120/AC ANALOG SETPOINT SWITCH + 3 -WAY SOLENOID VALVE PY9014 CABLE NC A C- PY9014 PY9014 ISL CABLE D PSL SUPPLY ../ + n NO 9014 POWER S- ZC9014 -2 /�F 9014 �� - I PY9014-C _ C + FU4582( +24VDC) i' - _ PY9014 -G FISHER V MODEL: 377L TRIP VALVE 4 1 A CONDUIT TRIP PRESS. = 80 PSI 0 N RESET = ?? PSI S BFV9014 I ? GND BUS ' • CABLE i S- ZY9014 8 FISHER + s ! ` (WHITE) MODEL: 333 HART TRI -LOOP CONY. HART DIGITAL SIGNAL _ J (BLACK) 1 FU 24VDC -FU ?? WX4582 �- ZY CABLE '' FU4582 01 / CHANNEL 1 S- ZT9014 94 1 01 + �— /∎ (WHITE) ^ FU4582 1 4-20 MA BFV9014 - v (BLACK) J W X4582+ POSITION FBK _ ® PLC1 RANGE: 0 -100 % WX4582+ n WX4582+ A2 1 -5 VDC ?I — — WX4582- 9014 BASE 6 WX4582- I t J A3 250 I SLOT 2 OHM DC COM -FU ?? WX4582- ` POINT 2 • GROUND H n� n, TO NEXT LOOP I NOTES c 1. SOLENOID VALVE PY9008 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT AIR. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3383 -W138 FOR Al AND 3383 -W147 FOR AO. 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. TERMINAL BLOCK CENTER JUMPER (TYPICAL). 5. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. 9 DESIGNED - - Ra 4 a� W DURHAM AWTF VERIFY SCALES ; °0 RAVVN ,I., D RIO _ ' • R • " � TERTIARY FILTERS MODIFICATIONS PROJECT �� w z • m CHECKED w onE • n ® ® �1 _ _ _ \ )< 1 i �\� C' . _ _ _ _ OR/O7NAL DRAN7N0 . D I , 7 �. PLC1 / CP -9015 111 PSI FISHER CABLE POSITION CONTROL MODEL: DVC6030 S- ZC9020 PLC1 I I \ DIGITAL POSITIONER + ., (WHITE) ZC WY4662+ WY4662+ Al 4.20 MA 4 -20 MA _ 21K _ 9020 ., v (BLACK) WY4662- a WY4662- ,.... A3 9020 BASE 7 SLOT 9 RANGE: 100 % WY4662 -R POINT 6 GROUND < 1 ASCO PHOENIX CONTACT SIGNAL MODEL: MODEL: MCR -2SP -UI-DC JSF8320G184-120/AC ANALOG SETPOINT SWITCH + ] I I 1 3-WAY SOLENOID VALVE — • P Y 9 020 CABLE NC A A C- PY9020 D PSL SUPPLY 1 S + PY9020 N �9 PO CABLE 9020 C _\ POWER S- ZC9020 2 -" _ . I PY9020 -C C \ + \ FU4583( +24VDC) E B PY9020 -G _ FISHER MODEL: 377L TRIP VALVE 1 TRIP PRESS. = 80 PSI 0 CONDUIT RESET = 7? PSI S BFV9020 I v j_ GND BUS g 0 0 CABLE C S- ZY9020 R FISHER (WHITE) MODEL: 333 + HART TRI -LOOP CONY. HART DIGITAL SIGNAL (BLACK) FU 24VDC -FU ?? I' — I WX4583 ZY CABLE I \ 9020 CHANNEL 1 S- ZT9020 FU4583 + �— (WHITE) FU4583 I 1 420 MA 0 ■ BFV9020 — (BLACK) I WXa583+ POSITION FBK O PLC1 RANGE: 0 -100 % WX4583+ ■ WX4563+ r A2 — 1 -5 VDC 9020 WX4583- WX4583- .. A3 BASE 6 250 SLOT 2 OHM DC COM -FU ?? WX4583- \ POINT 3 GROUND ^ .l ^ J TO NEXT LOOP 1 cu NOTES T L 1. SOLENOID VALVE PY9008 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT AIR. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W136 FOR Al AND 3363 -W147 FOR AO. 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. TERMINAL BLOCK CENTER JUMPER (TYPICAL). 5. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. DESIGNED `3 ffi D R� lj + � G ' N r #9 , DURHAM AWTF VERIFY SCALES ; °o WN BAR IS • m RKI 2 • • E W ? ' car® �� TERTIARY FILTERS MODIFICATIONS PROJECT Eon DRAWNG NO. q CHECKED = o cow n F %TM : %' : �`i-- - IXZ -4,— C. n - I -1S T PLC1 / CP -9015 111 PSI FISHER CABLE POSITION CONTROL MODEL: DVC6030 S-ZC9026 PLC1 DIGITAL POSITIONER • ZC ] 1 (WHITE) WY4663+ - WY4663+ Al 9026 J I 4 -20 MA I _ ZIK 4 -20 MA 9026 V ( BLACK) WY4663- 1\ VVY4663- A3 BASE 7 l SLOT 9 RANGE: 100 % „ • W Y4663 -R POINT 7 G ROUND ASCO PHOENIX CONTACT SIGNAL I I 1 MODEL: MODEL: MCR -2SP -UI-DC J JSF8320G184-120/AC ANALOG SETPOINT SWITCH + 3-WAY SOLENOID VALVE CABLE A PY9026 C- Y9026 NC D PSL SUPPLY 1 S _ - 9 + PY9026 NO / 9026 CABLE (� POWER S-ZC9026-2 9026 - l_ _ PY9026 - C + FU4584( +24VDC) E � FISHER v PY9026 -G _ 55 MODEL: 377L TRIP VALVE 1 4 TRIP PRESS. = 80 PSI 0 CONDUIT RESET = 7? PSI S- BFV9028 • t GND BUS - 0 CABLE E S- ZY9026 F FR ISHER + -c (WHITE) MODEL: 333 HART TRI -LOOP CONY. HART DIGITAL SIGNAL _ i (BLACK) WX4584 24VDC -FU ?? ZY CABLE 9026 CHANNEL 1 S ZT9026 FU4584 p 1 �I + n (WHITE) FU4584 1 420 MA BFV9026 - T, V (BLACK) VI/X4584+ POSITION FBK PLC1 O RANGE: 0 -100 % WX4584+ WX4554+ 1 -5 VDC ZI • W X4584- p - WX4584- v A3 SLOT 2 \ BASE 6 250 +I l OHM DC COM -FU ?? WX4584 \ POINT 4 GROUND ^ J , TO NEXT LOOP 1 . ti NOTES t- 1. SOLENOID VALVE PY9008 DE- ENERGIZED, VALVE PORT IS CONNECTED TO VENT; ENERGIZED, VALVE PORT IS CONNECTED TO INSTRUMENT AIR. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W136 FOR Al AND 3363 -W147 FOR AO. 3. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 4. TERMINAL BLOCK CENTER JUMPER (TYPICAL). 5. CONTROL PANEL TERMINAL BLOCKS, PLC I /O, AND INTERCONNECTING CONDUCTORS ARE EXISTING. 2 DESIGNED rt R10 W I N. w DURHAM AWTF RIFY SCALES j� NO • CHECKED W OREGON / /� �� ® ® ®® TERTIARY FILTERS MODIFICATIONS PROJECT °"R13O =INCNON 'c.,o 0 re z LLL ��, q nl -\ (T a _ C ___ ._ _ _- — — — aaawu DRnww DRAW, Q PLC1 / CP -9015 TB1 SIEMENS / MILLTRONICS LIT9301 -LS L1 MODEL: HYDRORANGER 200 CABLE 250 LEVEL TB S- LIT9301 OHM PLC1 LIT9301 N 1 L71L2/1 + 25 —L ' n !WHITE) LIT 1100 1100 (WX4644 +) 10 LIT9301 G 1 9301 4-20 MA LI 1 -6 VDC 701 r _ - 24 V v {BLACK) 1101 1101 (WX4 - v t1 \ BASE 6 CONDUIT SLOT 9 ERIE TB2 S- L/T9301 GROUND POINT 4 ti . .. 0 CABLE LE9301 CABLE INTEGRAL TO LEVEL ELEMENT (LE) SIEMENS / MILLTRONICS MODEL: XRS-5 LE RANGE: 0-XX.0 FEET 9301 C FLEX CONDUIT a— FROM SAFETY SWITCH TO FIT FILTER ELECTRICAL ROOM POWER PANEL SBELOWLIT)H MCC -9001 / IP -9006 CABLE CABLE 120 VAC, 1 PH OFF ON P- LIT9301 P- IP9006 -CKT14 60 HZ • ti LIT9301 LS O ¢— A LIT9301 -L n F IP9006 -24L r n o CIRCUIT 24 ]` } N r 1 LIT9301 -N IP9006 -24N NEUT BUS s. _ LIT9301 -G d t_ ____ 1P9006 -24G L I I GND BUS CONDUIT GND BUS \ �� l CONDUIT P- LIT9301 TJB P- IP9006 -CKT24 I W a 0 NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W140 FOR Al. 3. REPLACE EXISTING LIT, LE, AND LE CABLE. SIGNAL CONDUCTORS, CONTROL PANEL TERMINAL BLOCKS & I/O, SAFETY SWITCH, POWER CONDUCTORS, TJB, AND BREAKER ARE EXISTING. J DESIGNED K aw �.' DURHAM AWTF RIFY SCALES JOB N0. ffi DRAWN Z v `r 0 Z / `� _ e. CPT re � 76580.10 BAR IS ONE INCH ON • p — CHECKED &i /� rc car® ® ®® ��TIW� .11ll(`PC TERTIARY FILTERSMODIFIATIONS PROJECT 1 20 U a Pa PLC1 / CP -9015 TB1 SIEMENS / MILLTRONICS MODE LIT9302 -LS L1 MODEL: HYDRORANGER 200 CABLE 250 LEVEL TB3 S- LIT9302 LIT9302 -N ^ OHM PLC 1 r L2M LIT + 25 ^ f 1 ('WHITE) ^ \ 1110 1110 (WX4649 +) 1 LIT9302 -G _L 9302 4 20 MA f + I 1 -5 VDC _ LI r — - 24 " I V , ll (BLACK) 1111 ( 1111 •-• WX4649 -) 2 9302 BASE 6 CONDUIT OT 10 ©�© TB2 S- LIT9302 GROUND POINT SL 1 w ll 4■' t, CABLE LE9302 CABLE INTEGRAL TO LEVEL ELEMENT (LE) SIEMENS / MILLTRONICS MODEL: XRS-5 LE RANGE: 0-XX.O FEET 9302 a FLEX CONDUIT 0— FROM SAFETY SWITCH TO FIT FILTER ELECTRICAL ROOM POWER PANEL SAFETY LIT)H MCC -9001 / IP -9006 (BELOW LIT) CABLE CABLE 120 VAC, 1 PH – OFF ON P- LIT9302 P- IP9006 -CKT14 60 HZ LIT9302 -LS ox • A LIT9302 -L L IP9006 -24L n n 0 CIRCUIT 24 0 0 15A ` • LIT9302 -N 1 IP9006 -24N t I I NEUT BUS ,, C& v LIT9302 -G _ IP9006 -24G V GND BUS GND BUS CONDUIT CONDUIT P- LIT9302 TJB P- IP9006 -CKT24 1 a D NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W140 FOR Al. 3. REPLACE EXISTING LIT, LE, AND LE CABLE. SIGNAL CONDUCTORS, CONTROL PANEL TERMINAL BLOCKS & I /O, SAFETY SWITCH, POWER CONDUCTORS, TJB, AND BREAKER ARE EXISTING. @ 8 - DESIGNED DRS 1 ,,� �' " �t o " - � DURHAM AWTF VERIFY SCALES t o INCH ON W / /� w c�� ® ® ® � � TERTIARY FILTERS MODIFICATIONS PROJECT E w�NG NO. ■ • CHECKED Z OREGON /"� 4' r \7 [ 1 7 • \.• [, • _. _ • w ■ j F-'W1 / Uf - ' -U I D TB1 SIEMENS / MILLTRONICS LIT9303 LS L1 MODEL: HYDRORANGER 200 CABLE 250 LEVEL TB3 S- LIT9303 OHM PLC1 LIT9303 -N + 25 n n ( WHITE) 1, 1120 e 1120 { WX4650 +) LIT 4 _ LI _ LIT9303 G 9303 _ 24 4 -20 MA ` , v (BLACK) " 1 -� 1 -5 VDC 1121 (WX4650 -) v 5 9303 BASE 6 V SLOT 10 , CONDUIT GROUND POINT 2 1111311 TB2 S- LIT9303 III " CABLE LE9303 CABLE INTEGRAL TO LEVEL ELEMENT (LE) SIEMENS / MILLTRONICS MODEL: XRS-5 LE RANGE: 0-XX.0 FEET 9303 e FLEX CONDUIT 0 FROM SAFETY SWITCH TO FIT • FILTER ELECTRICAL ROOM POWER PANEL SAFETY SWITH (BELOW LIT) MCC -9001 / IP -9006 (B CABLE CABLE 120 VAC. 1 PH OFF ON P- LIT9303 P- IP9006 -CKT14 60 HZ ■ ` LIT9303 LS lOxl_ _ A LIT9303 -L A L IP9006 -24L p�� o CIRCUIT 24 15A r LIT9303 -N+ IP9006 -24N NEUT BUS VI _ LIT9303 -G IP9006 -24G \, v I GND BUS U CONDUIT GND BUS CONDUIT P- LIT9303 TJB P- IP9006 -CKT24 id 0 NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W140 FOR Al. 3. REPLACE EXISTING LIT, LE, AND LE CABLE. SIGNAL CONDUCTORS, CONTROL PANEL TERMINAL BLOCKS & I/O, SAFETY SWITCH, POWER CONDUCTORS, TJB, AND BREAKER ARE EXISTING. DESIGNED ;; • JOB NO. RKI W ` r e , w DURHAM AWTF RIFY SCALES 75580.10 o DRAW �' � + e + _ �/. RKa,N DRAWING NO. ups Z TERTIARY FILTERS MODIFICATIONS PROJECT RKI • 0 CHECKED i OREGON C leallWateT � SeTVICeS INSTRUMENTATION 0 ®1" 1-22 w - PLC1 / CP -9015 TB1 SIEMENS / MILLTRONICS • UT9304 -LS L1 MODEL: HYDRORANGER 200 CABLE 250 LEVEL TB3 S- LIT9304 OHM PLC1 e LIT9304 N L + 25 --44 /� (WHITE) 1130 1130 (WX4651 +) 7 • LIT 4 -20 MA 1 -5 VDC LIT9304 -G I 9304 24 v v (BLACK) 1131 1131 (M 4651-) y 6 LI — BASE 6 9304 SLOT 10 ©M© TB2 CONDUIT GROUND POINT 3 S- LIT9304 1 ■I " CABLE LE9304 CABLE INTEGRAL TO . LEVEL ELEMENT (LE) SIEMENS / MILLTRONICS MODEL: XRS-5 93300 4 RANGE: 0-XX.0 FEET e FLEX CONDUIT 0 FROM SAFETY SWITCH TO FIT FILTER ELECTRICAL ROOM POWER PANEL SE ) H (BELOW LIT) MCC -9001 / IP -9006 (B LI CABLE CABLE 120 VAC, 1 PH OFF ON P- LIT9304 r P- IP9006 -CKT14 60 HZ LIT9304-L5 Ox . • LIT9304 -L + L IP9006 -24L ^ o R CIRCUIT 24 LIT9304 -N I I '" 1P9006 -24N NEUT BUS LIT9304 -G __C7_______ IP9006 -24G I GND BUS GND BUS CONDUIT CONDUIT P- LIT9304 TJB P- IP9006 -CKT24 I a 0 NOTES 1. THE ELECTRICAL CIRCUIT / RACEWAY BLOCK DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. 2. REFERENCE CONTROL PANEL CP -9015 DRAWINGS FOR TERMINATION DETAILS; SHEET 3363 -W140 FOR Al. 3. REPLACE EXISTING LIT, LE, AND LE CABLE. SIGNAL CONDUCTORS, CONTROL PANEL TERMINAL BLOCKS & I /O, SAFETY SWITCH, POWER CONDUCTORS, TJB, AND BREAKER ARE EXISTING. DESIGNED RKI 111 eN s,IN DRnwN i i DURHAM AWTF ERIFY SCALES JOBNO. RKI Z Cr -. ; � x ?/ BAR *ONE 0401 ON W :: �� ®® `j �� ( TERTIARY FILTERS MODIFICATIONS PROJECT MODAL DRAWING N 0 CHECKED p Z OREGON f ' riP,11-1\Akitear \ Pri 71/• MATCH IMFMTATIMI n 1° 1-23 HPA SUPPLY 0 © rn THERMAL MASS FLOW II PRESSURE TRANSMITTER H • DER ELEMENT, INSERTION LENGTH I ---• PER MANUFACTURERS ► . Illr � SPECIFICATIONS ' 1----t O SST TUBING 1 STAINLESS STEEL PIPE 1. WELDED 314' NPT WELDED 1/2" NPT 0 COMPRESSION FITTING, I11I THREAD-O-LET, SAME THREAD- O-LET, SAME SUPPLIED BY FLOW METER . .,.� ! + MATERIAL AS PROCESS PIPE h1( i L ._..MATERIALASPROCESSPIPE NOTES: MANUFACTURER / / 1" 1„ 1. SAFETY VENTED ISOLATION VALVE. ALL BRONZE, RTFE SEAT, TEFLON PACKAGING, 600 LBS WOG, SAFETY EXHAUST PORT TO EXHAUST THE DOWNSTREAM SIDE WHEN VALVE / LVE IS IN CLOSED ef _ I /�A _ _ 4� POSITION, LOCKING HANDLE. APOLLO 75100 41. � 2. AIR FILTER WITH 40 MICRON FILTER ELEMENT AND SIGHT GAUGE / i / AUTO FLOAT DRAIN. ZINC BODY AND NITRILE SEALS. PARKER 06F / SERIES. NOTES: 3. PRESSURE REGULATOR WITH INTERNAL REUEF, OUTLET PRESSURE GAUGE, AND ADJUSTABLE REDUCED PRESSURE RANGE. ZINC BODY. 1. SAFETY VENTED ISOLATION VALVE. ALL BRONZE, RTFE SEAT, ' PARKER 06R SERIES OR FISHER CONTROLS 67C. . TEFLON PACKAGING, 600 LBS WOG, SAFETY EXHAUST PORT TO EXHAUST THE DOWNSTREAM SIDE WHEN VALVE IS IN CLOSED 4. STAINLESS STEEL VALVE AIR SUPPLY TUBING. SIZED BY VALVE POSITION, LOCKING HANDLE. APOLLO 75-100-41. MANUFACTURER BUT NOT LESS THAN 3/8 ". • A VALVE HIGH PRESSURE AIR (HPA) B THERMAL MASS FLOW METER a PRESSURE TRANSMITTER REMOVE FOIL SHEILD REMOVE FOIL SHEILD AND DRAIN TO EDGE OF JACKET WIRE TO EDGE OF JACKET 3" t 1" OUTER 3„ 1 OUTER SIGNAL I I 1 JACKET SIGNAL r I 1 JACKET LEADS 1 LEADS \ \ LEA 1 9 DRAIN .1 0 WIRE II I + 2" •-I HEAT SHRINK TUBING NNN COVER THIS PORTION WITH COVER THIS PORTION WITH HEAT SHRINK TUBING HEAT SHRINK TUBING SIGNAL WIRE OUTER WIRE LEADS \ LABEL OUTER • JACKET SIGNAL LABEL JACKET } lion: LEAD )1w. � DRAIN J HEAT SHRINK HEAT SHRINK WIRE TUBING TUBING • »p SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED • SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED • uJ a 0 D TWISTED PAIR SIGNAL CABLE TERMINATION DESIGNED F W ¢ DURHAM A r WTF VERIFY SCALES � co W � GI N -z a W W � TERTIARY FILTERS MODIFICATIONS PROJECT N ' NG DRAWING NO. to tit Y DRAWN 3 �' d if) • p CH CKED W OREGON / / K car® ® !�1 _ _ - A I /_L ��• 0 _— _' _ _ _ _.._____ _ ■ _ __ 1_')A o 0 1,I 1 ®1 , 2 I — — 7.00 CABLE 540LCP2103 -L FU ® O 0 0 P- 540LCP2103 l 540 -2103 ITO 540LCP2103 I ` 540FV2103 -L L <LINE 1> DOOR) <LINE 2> l 540FV21o3L CABLE <LINE 3> I 1 E ® � II 111 1 r C-540FV2103 (TYPICAL) 540FV2103 -L CABLE <LINE 4> I 3m �� = ®1 O l C- 540252103 ` 540LCP2103 -N N 540LCP2103 -N — — ] 1 f ® OI ® ® u 11 , 540LCP2103 -N 540LCP2103-N CABLE ®J11 O II N ' C- 540FY2103 OPEN u p I 11 I / \ O O ®O ®p ® O ® I 00 N (TYPICAL) _ I II k. 540FY2103 FY 540FY2103 I e ( R (TYP OF 5 J ® ® 0 ® 540FY2103 540FY2103 , CLOSE OPEN / I ® 0� O ® 540HS2103 R 540HS2103 R �, m N ®lol ®N HS-R 1 �� t. Sa ozs 2,o3� z � Saozs2,o3� CLOSE f ® 101® t 1 ZS C I 540ZS2103-C (TYP OF 6) ®O® J J n / I m ©0® ,I o , 540ZS2103-0 ZS-0 540ZS2103-0 �\ ®O ® If (TYP OF 2C) V 1 ® O ® T Z � 540ZS2103-0 , LOC FF/RESET MOB � I ®0 ® i <SPARE> • N (TYP OF 2) <SPARE> O #7 e CONTROL � �� POWER 5 /� I GND BUS 540LCP2103 -G 540LCP2103 -G ' ® (540LCP2103 540LCP2103 -G • 540LCP2103 -G DOOR GND) 3.00 = <SPARE> I L T ® 0 0 0 <SPARE> .- o Lc >j I ® mil ` ' LCP INTERCONNECT DETAIL t o LCP BACKPANEL ELEVATION SCALE:NTS LCP FRONT ELEVATION SCALE:'"_'" I SCALE: 1" = 1" LEGEND ® MATERIALS CALLOUT FROM TABLE ON NEXT SHEET, N e ITEM NO. NOTES A FV LOCAL CONTROL STATION (LCP) 1. REFERENCE LOOP DRAWING FOR ADDITIONAL LCP COMPONENT INTERCONNECT DETAILS. 2. LCP'S SHALL BE PREFABRICATED ANSI/UL -508 LISTED UNITS. 0 LCP LABEL LEGEND LCP TAG LINE 1 LINE 2 LINE 3 UNE 4 540LCP2103 FILTER NO. 1 AIR SCOUR ISOLATION VALVE 540FV2103 540LCP2103 540LCP2109 FILTER NO. 2 AIR SCOUR ISOLATION VALVE 540FV2109 540LCP2109 540LCP2115 FILTER NO. 3 AIR SCOUR ISOLATION VALVE 540FV2115 540LCP2115 540LCP2121 FILTER NO. 4 AIR SCOUR ISOLATION VALVE 540FV2121 _ 540LCP2121 DESIGNED - - re RKI_ t� +� , DURHAM AWTF VERIFY SCALES JOB NO. (� 75580.10 55 D Rp 2 b "+''" 9� BAR IS ONE INCH ON . � rt { carsilo ` i -�� TERTIARY FILTERS MODIFICATIONS PROJECT ORIGINAL DRAWING DRAVNNGNO. • • CHECKED oaeao�, � v * (lpnr V\Tafi r ' t=rvi!`PC INSTRUMENTATION ' n 1■E;••.i 1" I -25 v - -- ...__. -... ....._ - ,..... .., ".,,.. O2 1 BACKPANEL, 10.88 "H X 8.88'W, PAINTED STEEL WIEGMAN P1210 ® A/R WIREWAY, PLASTIC, TYPE F NARROW SLOT, WHITE PANDUIT F1.5X4WH6 1 -1/2'W X 2"H ® A/R WIREWAY COVER, PLASTIC, WHITE PANDUIT C1.5WH6 1 -1/2"W OS A/R DIN (#3) SYMMETRICAL RAIL, 35 mm x 7.5 mm, ALUMINUM ALLEN BRADLEY 1492 -DR5 © 2 UNIVERSAL END HOLDER, BAM2 ENTRELEC 20635116 O 20 TERMINAL BLOCK, FEED -THRU, SCREW TERMINAL, 6mm GREY M4/6 ENTRELEC 11511607 © 6 TERMINAL BLOCK, END SECTION, FEED -THRU TB, GREY FEM6 ENTRELEC 11836816 O 1 TERMINAL BLOCK, FUSED, SCREW TERMINAL, 8mm GREY M4/8 SFL ENTRELEC 11566121 WITH AC BLOWN FUSE INDICATOR 10 1 TERMINAL BLOCK, END SECTION, FUSED TB, GREY FEM8S ENTRELEC 11695115 11 A/R TERMINAL BLOCK, SCREWLESS CENTER JUMPER, 6mm TB, BJE6 ENTRELEC 29970214 FOR FEED - THROUGH, M4/6 TB 1© A/R TERMINAL BLOCK LABELS ENTRELEC - - - LABEL BOTH SIDES OF TERMINALS AS SHOWN IN DETAIL 13 1 GROUND BUS, TIN PLATED COPPER - - - - -- 14 2 INDICATOR LIGHT, 30mm, PUSH TO TEST LENS ALLEN BRADLEY 800T -QTH13 (1) RED, (1) GREEN LENS 15 1 INDICATOR LIGHT, 30mm, STANDARD LENS ALLEN BRADLEY 800T -0H13 WHITE LENS 16 1 SELECTOR SWITCH, 30mm, 3 POSITION ALLEN BRADLEY 800T-J2 PROVIDE WITH CONTACT BLOCKS SHOWN IN LOOP DRAWING 1© 1 SELECTOR SWITCH, 30mm, 2 POSITION ALLEN BRADLEY 800T -H2 PROVIDE WITH CONTACT BLOCKS SHOWN IN LOOP DRAWING 18 1 LEGEND PLATES, STANDARD SIZE, FACTORY ETCHED ALLEN BRADLEY 800T -X559E ETCH LEGENDS AS SHOWN IN THE LOOP DRAWING CI 1 PHENOLIC PANEL LABEL - - - - - - BLACK OUTSIDE, WHITE INTERIOR, 1/2" HIGH ETCHED LETTERS 1 w a v pig DESIGNED ,. D�wN = , v� o I A.,' :, _ DURHAM AWTF _ VERIFY SCALES ; �;o TERTIARY FILTERS MODIFICATIONS PROJECT 2 �, - CSI" ® / ®® Ra • / "' BAR ONE INCH DRAWING NO. WI • CHECKED - _ ortEGON ^ ¢ D p_ W,. euti . < _ _ _ _ _ .. ... C eanWater ' Services INSTRUMENTATION 0 ®1" 1-26