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Bonita Pump Station - Part 2SECTION2E4,E2,E7NO SCALE S5 S E C T I O N 8 N O S C A L E E 2 S E C T I O N 4 N O S C A L E E 4 SECTION1E2,E7NO SCALE S E C T I O N 3 E 2 , E 4 , E 7 N O S C A L E 22 9 1 0 1 2 1 1 S 2 S 2 22 2 2 2 2 S 4 1 3 S 4 S 4 1 3 1 3 S 4 1 3 1 3 1 3 1 3 1 3 1 8 S 2 1 4 S 2 8 8 S 4 S 4 7 8 8 S E C T I O N 9 N O S C A L E E 7 , E 2 S P A R E T O L P - 0 1 SPARE T O RTU-12 3 1S41S4 4 S 2 S 2 S 2 S E C T I O N 1 0 N O S C A L E E 4 S 4 S 4 S 4 S 4 8 8 S 4 S 4 1 3 1 3 1 3 1 3 1 3 1 3 8 8 1 3 1 3 S P A R E T O S W G R ( T Y P 6 ) 1 8 S 2 1 4 S 2 8 8 S 4 S 4 7 8 8 S E C T I O N 7 N O S C A L E E 2 , E 4 S 2 S 2 4 S 2 SECTION6NO SCALEE4 S4S4S4S4 88S4S41313 131313138813132222S271814S2S24S2S2 S E C T I O N 5 E 4 N O S C A L E S 2 S 2 S 2 S 2 S 2 1 4 1 8 7 4 S P A R E T O P U L L B O X ( T Y P 5 ) S5S5S5 S 5 S 5 S 5 S 5 S5S5S5S5FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL DUCT BANK SECTIONS & SCHEDULE E 3 7 5 1 4 1 1 7 5 0 6 9 R R B K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg AJT - Oregon Seal.dwg 1000FLE72713 PW FILE: 175069-E3.dwg CAS51073, 9/13/2013 5:46:32 PM FLE72713, 1/24/2014 7:51: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . DUCT BANK SCHEDULECOND. NO.SIZECIRCUIT NUMBER R E M A R K S 14"UM-1UT I L I T Y P R O V I D E D 26"SWG01-1APO W E R 42"MCC01-8PO W E R 72"LP01-23, 25, 27PO W E R 84"SWG01-2PO W E R 92"LP01-20PO W E R 102"LP01-6PO W E R 112"RTU123-25, RTU123-26122"RTU123-03A, RTU123-24A134"SWG01-1PO W E R 142"EGLCP91-01, EGLCP91-03, EGLCP91-06, RTU123-29CO N T R O L 15NOT USED182"EGLCP91-02, LCP001-2ET H E R N E T S22"PULLSTRINGSP A R E S44"PULLSTRINGSP A R E S56"PULLSTRINGSP A R E E EEEEE E E E E E E T 1 0 3 T 1 0 9 T 1 0 8 T 1 1 1 T 1 0 7 T S 1 1 0 T T T T T 1 0 1 T 1 0 6 E E T 1 0 2 T 1 0 5 T 1 0 4 F N W - 5 1 - F A C P - 0 1 F N W - 5 1 - T C P - 1 0 1 F N W - 5 1 - L C P - 0 0 1 F N W - 5 1 - V F D - 1 0 FNW - 5 1 - M C C - 0 1 F N W - 5 1 - S W G - 0 1 CONTINUED ONDRAWING E2CONTINUED ONDRAWING E2 C O N T I N U E D O N D R A W I N G E 2 F N W - 5 1 - V F D - 3 0 F N W - 5 1 - V F D - 5 0 ( F U T U R E ) ( N O T E 3 ) F N W - 5 1 - V F D - 2 0 F N W - 5 1 - V F D - 4 0 F N W - 5 1 - V F D - 6 0 F N W - 5 1 - R T U - 1 2 3 F N W - 5 1 - D F - 1 0 1 F N W - 5 1 - D F - 1 0 2 F N W - 5 1 - D F - 1 0 3 F N W - 5 1 - D F - 1 0 4 F N W - 5 1 - V T P - 5 0 ( F U T U R E ) FNW-51-DF-101 DS F N W - 5 1 - D F - 1 0 2 D S F N W - 5 1 - D F - 1 0 3 D S F N W - 5 1 - D F - 1 0 4 D S ( F R O N T ) FNW-51-ZSC-71FNW-51-ZSO-71 F N W - 5 1 - Z S C - 0 1 F N W - 5 1 - Z S O - 0 1 F N W - 5 1 - P I T - 0 2 F N W - 5 1 - P I T - 0 3 F N W - 5 1 - Z S C - 8 1 F N W - 5 1 - Z S O - 8 1 F N W - 5 1 - Z S C - 8 3 F N W - 5 1 - Z S O - 8 3 F N W - 5 1 - Z S C - 8 2 F N W - 5 1 - Z S O - 8 2 F N W - 5 1 - P I T - 0 1 F N W - 5 1 - A I T - 8 2 F N W - 5 1 - A I T - 8 1 F N W - 5 1 - F S H - 8 1 F N W - 5 1 - W H - 1 0 1 FNW-51-NS-03FNW-51-HS-11(NOTE 7)FNW-51-TSH-10FNW-51-MSH-10 FNW-51-VTP-10FNW-51-GOV-11FNW-51-ZSO-11FNW-51-ZSC-11 F N W - 5 1 - P S H - 1 0 F N W - 5 1 - G O V - 2 1 F N W - 5 1 - Z S O - 2 1 F N W - 5 1 - Z S C - 2 1 F N W - 5 1 - P S H - 2 0 F N W - 5 1 - H S - 3 1 ( N O T E 7 ) F N W - 5 1 - T S H - 3 0 F N W - 5 1 - M S H - 3 0 F N W - 5 1 - V T P - 3 0 F N W - 5 1 - G O V - 3 1 F N W - 5 1 - Z S O - 3 1 F N W - 5 1 - Z S C - 3 1 F N W - 5 1 - P S H - 3 0 F N W - 5 1 - H S - 4 1 ( N O T E 7 ) F N W - 5 1 - T S H - 4 0 F N W - 5 1 - M S H - 4 0 F N W - 5 1 - V T P - 4 0 F N W - 5 1 - G O V - 4 1 F N W - 5 1 - Z S O - 4 1 F N W - 5 1 - Z S C - 4 1 F N W - 5 1 - P S H - 4 0 F N W - 5 1 - H S - 6 1 ( N O T E 7 ) F N W - 5 1 - T S H - 6 0 F N W - 5 1 - M S H - 6 0 F N W - 5 1 - V T P - 6 0 F N W - 5 1 - G O V - 6 1 F N W - 5 1 - Z S O - 6 1 F N W - 5 1 - Z S C - 6 1 F N W - 5 1 - P S H - 6 0 F N W - 5 1 - N S - 0 2 F N W - 5 1 - N S - 0 1 F N W - 5 1 - N S - 0 5 F N W - 5 1 - N S - 0 4 F N W - 5 1 - E U H - 1 0 1 F N W - 5 1 - E U H - 1 0 2 F N W - 5 1 - D F - 1 0 5 F N W - 5 1 - E W H - 1 0 1 10E3 EUSERC APPROVED UTILITYSERVICE METERING ANDPULL SECTIONPULL BOX(NOTE 2) F N W - 5 1 - P S L L - 0 1 C D - 1 1 1 C D - 1 0 6 C D - 1 0 5 C D - 1 0 4 C D - 1 0 3 C D - 1 0 2 CD-101FNW-51-FIT-71 F C - 1 0 7 DCU-101 FC- 1 0 1 (ON CE I L I N G ) F C - 1 0 3 ( O N C E I L I N G ) F C - 1 0 4 ( O N C E I L I N G ) F C - 1 0 5 ( O N C E I L I N G ) F C - 1 0 6 ( O N C E I L I N G ) F C - 1 0 2 ( O N C E I L I N G ) ANTENNA (ROUTEDON INSIDE OFWALL)FNW-51-EGRP-91 F N W - 5 1 - D F - 1 0 5 S T A R T E R CD- 1 0 7 C D - 1 0 8 C D - 1 0 9 C D - 1 1 0 F N W - 5 1 - W H - 1 0 2 6E3 7E3FNW-51-PIT - 7 1 FNW-51-PIT - 7 2 DHP-101DISCONNECT2E3 F N W - 5 1 - O I T - 1 2 3 ( N O T E 6 ) ( N O T E 3 ) DCU-102DCU-103 DCU-106DCU-105DCU-104 F N W - 5 1 - H S - 2 1 ( N O T E 7 ) F N W - 5 1 - T S H - 2 0 F N W - 5 1 - M S H - 2 0 F N W - 5 1 - V T P - 2 0 ( N O T E 3 ) DHP-101 3 E 3 FNW-51-CCTV-01(NOTE 5)LP02-17DHM01-01LP02-5,9,13,2,6,10DCU101-1DCU102-1DCU103-1DCU104-1DCU105-1DCU106-1 F N W - 5 1 - L P - 0 1 FNW- 5 1 - L P - 0 2 F N W - 5 1 - L T - 0 1 FNW-51-L T - 0 2 FNW-51-HS-91 FN W - 5 1 - C C T V - 0 2 (NO T E 5 ) 5E3 HH-1(NOTE 4) F N W - 5 1 - Z S C - 8 0 F N W - 5 1 - Z S O - 8 0 3'-6"FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL PUMPING STATION FLOOR PLAN E 4 7 6 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 175069-E-PS-Power.dwg 175069-2d-MechPiping.dwg 175069-2D-HVACFloorPlan.dwg 175069-A-PS-GROUNDFLOORPLAN.dwgJULY12FLE72713 PW FILE: 175069-E4.dwg FLE72713, 1/20/2014 11:34:47 AM FLE72713, 1/20/2014 11:20 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . T E R M I N A T E S P A R E D U C T B A N K C O N D U I T S I N P U L L B O X W H E R E S H O W N O N T H E D U C T B A N K S C H E D U L E . 3 . C O N T R A C T O R S H A L L I N S T A L L C O N D U I T S F O R F U T U R E E Q U I P M E N T ( F N W - 5 1 - T S H - 5 0 , F N W - 5 1 - M S H - 5 0 , F N W - 5 1 - H S - 5 1 , F N W - 5 1 - G O V - 5 1 , F N W - 5 1 - Z S M - 5 1 , F N W - 5 1 - Z S O , F N W - 5 1 - Z S C - 5 1 , F N W - 5 1 - P S H - 5 0 , F N W - 5 1 - V T P - 5 0 , F N W - 5 1 - V F D - 5 0 ) I N A P P R O X I M A T E T H E S A M E L O C A T I O N A S C O N D U I T S F O R T H E O T H E R P U M P S . C O N D U I T S S H A L L B E C A P P E D A N D S T U B B E D U P F O R F U T U R E U S E . 4 . L O C A T E H A N D H O L E A M I N I M U M O F F O U R F E E T W E S T O F E A S T W A L L A N D T W O F E E T N O R T H O F S O U T H W A L L . 5 . M O U N T C C T V 9 ' - 6 " A F F . 6 . M O U N T O I T 5 ' A F F . 7 . E - S T O P M O U N T E D O N M O T O R . 1 / 4 " = 1 ' - 0 " F N W - 5 1 - F I T - 0 1 DUCTBANK IS LOCATED OVERPIPE BELOW. DUCTBANK ISCAPPED WITH CONCRETE. E E E E E E E P E N D A N T M O U N T A T 1 0 ' - 0 " A B O V E F I N I S H E D F L O O R ( T Y P O F 2 7 ) P E N D A N T M O U N T A T 9 ' - 0 " A B O V E F I N I S H E D F L O O R ( T Y P O F 4 ) P E N D A N T M O U N T A T 1 0 ' - 0 " A B O V E F I N I S H E D F L O O R . ( N O T E 3 ) ( T Y P O F 1 3 ) PHOTO-ELECTRIC CONTROL FORBUILDING EXTERIOR LIGHTING.MOUNT ON NORTHEAST CORNER10' AFF W A L L M O U N T A T 8 ' - 0 " A B O V E G R A D E ( T Y P O F 2 ) W A L L M O U N T A T 1 ' - 6 " A B O V E D O O R W A Y ( T Y P O F 5 ) WALL MOUNT AT 9'-0"ABOVE GRADE(TYP OF 2)LIGHTINGCONTACTOR C1 HAND-OFF-AUTO SWITCHFOR BUILDING EXTERIOREGRESS LIGHTINGFD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL PUMPING STATION LIGHTING PLAN E 5 7 7 1 4 1 1 7 5 0 6 9 R R B K M A A J T A J T D E C E M B E R 2 0 1 3 175069-A-PS-GROUNDFLOORPLAN.dwg 175069-2D-HVACFloorPlan.dwg 175069-2d-MechPiping.dwg 175069-E-PS-Power.dwg1000FLE72713 PW FILE: 175069-E5.dwg CAS51073, 9/3/2013 8:11:29 AM FLE72713, 12/4/2013 4:02: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . S E E D R A W I N G E 1 3 F O R P A N E L A N D L I G H T I N G F I X T U R E S C H E D U L E S . 3 . W H E R E L I G H T I N G F I X T U R E C O N F L I C T S W I T H R E F R I G E R A N T P I P I N G , M O U N T L I G H T I N G F I X T U R E 1 ' - 0 " B E L O W P I P I N G . 4 . S E E D R A W I N G E 1 4 F O R L I G H T I N G C O N T R O L S C H E M A T I C S . 5 . R E C E P T A C L E S H A L L H A V E P R O V I S I O N F O R A L O C K A B L E W P I C O V E R . C O N T R A C T O R S H A L L P R O V I D E A P A D L O C K K E Y E D T O T H E S A M E A S T H E B U I L D I N G L O C K S . 1 / 4 " = 1 ' - 0 " #4/0 BARE COPPER TOFNW-51-MCC-01 F N W - 5 1 - M C C - 0 1 F N W - 5 1 - S W G - 0 1 ( F R O N T ) FNW-51-VTP-10 F N W - 5 1 - V T P - 2 0 F N W - 5 1 - V T P - 3 0 F N W - 5 1 - V T P - 4 0 F N W - 5 1 - V T P - 6 0 #4/0 BARE COPPER TOFNW-51-VTP-10(TYPICAL OF 6) G R O U N D R O D ( T Y P I C A L O F 5 ) # 4 / 0 B A R E C O P P E R T O M E T A L U N D E R G R O U N D W A T E R P I P I N G ( T Y P I C A L O F 9 ) # 4 / 0 B A R E C O P P E R G R O U N D R I N G ( T Y P ) # 4 / 0 B A R E C O P P E R T O F N W - 5 1 - V F D - 2 0 ( T Y P I C A L O F 6 ) #4/0 BARE COPPER TOFNW-51-SWG-01 (TYP 2)GROUND ROD WITHTEST WELL #4/0 BARE COPPER TOBUILDING STEEL ANDREBAR (TYPICAL OF 4)E E E E E E E T 1 0 3 T 1 0 9 T 1 0 8 T 1 1 1 T 1 0 7 T S 1 1 0 T T T T T 1 0 1 T 1 0 6 T 1 0 2 T 1 0 5 T 1 0 4 F N W - 5 1 - V F D - 1 0 F N W - 5 1 - V F D - 3 0 F N W - 5 1 - V F D - 5 0 ( F U T U R E ) F N W - 5 1 - V F D - 2 0 F N W - 5 1 - V F D - 4 0 F N W - 5 1 - V F D - 6 0 #4/0 BARE COPPER TOMETERING SECTIONEUSERC APPROVEDUTILITY SERVICEMETERING ANDPULL SECTION # 6 G R O U N D T O 1 - 1 / 2 " P O T A B L E W A T E R P I P I N G F U T U R E F N W - 5 1 - V T P - 5 0 S T U B U P A T F U T U R E P U M P B A S E A N D C O I L 5 F T . S T U B U P A T F U T U R E D R I V E A N D C O I L 5 F T . #6 BARE COPPERTO LIGHTINGTRANSFORMERS # 6 B A R E C O P P E R T O L I G H T I N G T R A N S F O R M E R S FNW-51-LT-02 F N W - 5 1 - L T - 0 1 HH-1 #6 G TOHAND HOLEFD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL PUMPING STATION GROUNDING PLAN E 6 7 8 1 4 1 1 7 5 0 6 9 175069-A-PS-GROUNDFLOORPLAN.dwg 175069-2D-HVACFloorPlan.dwg BORDER.dwg 175069-E-PS-Power.dwgJULY15FLE72713 PW FILE: 175069-E6.dwg CAS51073, 9/13/2013 1:58:23 PM FLE72713, 12/4/2013 4:07: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 1 / 4 " = 1 ' - 0 " P B C O N T I N U E D O N D R A W I N G E 2 A R E A T Y P E 4 E G R O U N D R O D ( T Y P I C A L O F 3 ) G R O U N D R O D W I T H T E S T W E L L # 6 T O F L O W M E T E R S ( T Y P I C A L O F 2 ) F N W - 5 1 - F E - 7 1 F N W - 5 1 - F E - 0 1 # 4 / 0 T O R E B A R ( T Y P I C A L O F 2 ) C E I L I N G M O U N T ( T Y P O F 2 ) # 6 T O L A D D E R # 6 T O P U L L B O X L P - 6 D 6 L P - 6 D 6 S U M P P U M P F N W - 5 1 - S U P - 0 1 F N W - 5 1 - L S H - 7 1 P U L L B O X ( N O T E 5 ) F N W - 5 1 - N S - 7 1 ( N O T E 3 ) W A L L M O U N T B E L O W H A T C H W P D 3 E 3 # 4 / 0 T O D U C T B A N K L P - 6 W P I / G F I L P - 2 0 W P I ( N O T E 7 ) F N W - 5 1 - L S H - 0 1 M O U N T R E C E P T A C L E S D I R E C T L Y B E L O W C E I L I N G ( I N V A U L T ) 1 E 3 E C O N T I N U E D O N E 2 GROUND ROD(TYPICAL OF 3)AREA TYPE 4(IN VAULT) 2 0 0 0 K V A U T I L I T Y O W N E D T R A N S F O R M E R OLD CASTLE 810-PGEPRECAST VAULT # 4 / 0 T O U T I L I T Y T R A N S F O R M E R C A S E G R O U N D R O D W I T H T E S T W E L L # 4 / 0 T O U T I L I T Y T R A N S F O R M E R N E U T R A L G R O U N D E E CONTINUED ONDRAWING E22E3#4/0 TO VAULTGROUND BAR # 4 / 0 T O L O W V O L T A G E C O M P A R T M E N T #4/0 TO HIGH VOLTAGECOMPARTMENT N O T E 6 NOTE 6NOTE 6EFD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL MISCELLANEOUS POWER AND LIGHTING PLANS E 7 7 9 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 175069-S-MV-Plan.dwg 175069-S-MV-Section.dwg BORDER.dwg 175069-M9.dwg1000FLE72713 PW FILE: 175069-E7.dwg AND49974, 9/13/2013 11:38:01 AM FLE72713, 11/18/2013 11:0 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . S E E D R A W I N G E 1 3 F O R P A N E L A N D L I G H T I N G F I X T U R E S C H E D U L E S . 3 . C O N T R A C T O R S H A L L I N S T A L L I N T R U S I O N S W I T C H A T H A T C H . 4 . N O T U S E D . 5 . N O T U S E D . 6 . T R A N S F O R M E R G R O U N D I N G R I N G S H A L L B E P H Y S I C A L L Y S E P E R A T E D F R O M T H E B U I L D I N G G R O U N D R I N G . D U C T B A N K S T O T H E T R A N S F O R M E R S H A L L N O T B E P R O V I D E D W I T H # 4 / 0 G A S S H O W N I N T H E T Y P I C A L D U C T B A N K D E T A I L . 7 . C O N T R A C T O R S H A L L I N S T A L L A N O N G F I R E C E P T A C L E F O R S U M P P U M P U S E O N L Y . C O N T R A C T O R S H A L L I N S T A L L A S I G N A B O V E R E C E P T A C L E W I T H 3 / 4 " O R T A L L E R B L A C K L E T T E R S O N A W H I T E P H E N O L I C B A C K G R O U N D S T A T I N G T H A T T H E O U T L E T I S " N O N - G F I R E C E P T A C L E F O R S U M P P U M P U S E O N L Y " . ENGINE GENER A T O R P L A N 3/8"=1'-0" G R O U N D R O D W I T H T E S T W E L L G R O U N D R O D ( T Y P I C A L 4 ) # 4 / 0 G R O U N D T O F O U N D A T I O N S T E E L ( T Y P I C A L 5 ) #4/0 GROUND TOENGINE GENERATORCASE (TYP 2)CONTINUED ONDRAWING E2 9E3GENERATOR POWER PANELFNW-51-PP-91 GENERATORCONTROL PANEL ENG I N E G E N E R A T O R F N W - 5 1 - E G - 9 1 #6 GROUND TOPULLBOX #4/0 GROUNDTO HH-2 # 4 / 0 G R O U N D T O E N G I N E G E N E R A T O R N E U T R A L FNW-NS-91 FNW-NS-91 S W I T C H G E A R F N W - 5 1 - S W G - 0 1 UTILITY OWNEDTRANSFORMER2000 KVA12.47KV-480/277V,3PH,60HZ #4/0G TOGROUND RINGE.U.S.E.R.CAPPROVED UTILITYSERVICE METERINGAND PULL SECTION 2500AT3200AF52N1N.C.1200AT1600AF 52G1N.0.SWG01-1:8(3-500KCMIL,1-500KCMILN,4")S T A N D B Y E N G I N E G E N E R A T O R F N W - 5 1 - E G - 9 1 8 0 0 K W , 4 8 0 V , 6 0 H Z , 3 P H , 4 W R , 0 . 8 P F SWG0 1 - 2 : 4 ( 3 - 5 0 0 K C M I L , 1-25 0 K C M I L G , 4 " ) #4/0G TO GROUNG RING 480V,3200A,3-WIRE,3PH,60HZ,65KAIC, SERVICE ENTRANCE R A T E D 400AT800AFFNW-51-VFD-10 SWG01-4:(2)3#4/0,2#2G,(2)2"250 VFD10-01:1-500 MCM VFD CABLE,(2)4"FNW-51-VTP-10 HS :2#14,3/4"FNW-51-TSH-10 PSH :2#14,3/4"FNW-51-HS-11 MSHFNW-51-MSH-10 :2#14,3/4"GOV :3#14,3/4"FNW-51-GOV-11 ZSC :2#14,3/4"FNW-51-ZSC-11 ZSM :2#14,3/4"FNW-51-ZSM-11 ZSO :2#14,3/4"FNW-51-ZSO-11 LCP001-4: 3/4"FNW-51-LCP-001 S W I T C H G E A R F N W - 5 1 - S W G - 0 1 VFD10-03:9#14,1"VFD10-02:2#12,#12G,6#14,1"400AT800AF 52F3N.C. F N W - 5 1 - V F D - 2 0 FNW-51-VTP-20 H S :2#14,3/4" FNW-51-TSH-20 P S H :2#14,3/4" FNW-51-HS-21 M S H FNW-51-PSH-20 :2#14,3/4" :3#14,3/4"FNW-51-GOV-21 Z S C :2#14,3/4"FNW-51-ZSC-21 Z S M :2#14,3/4"FNW-51-ZSM-21 Z S O :2#14,3/4"FNW-51-ZSO-21 LCP001-5: 3/4" FNW-51-LCP-001 V F D 2 0 - 0 3 : 9 # 1 4 , 1 " V F D 2 0 - 0 2 : 2 # 1 2 , # 1 2 G , 6 # 1 4 , 1 " 4 8 0 V , 3 2 0 0 A , 3 - W I R E , 3 P H , 6 0 H Z , 6 5 K A I C , S E R V I C E E N T R A N C E R A T E D S W G 0 1 - 5 : ( 2 ) 3 # 4 / 0 , 2 # 2 G , ( 2 ) 2 " 4 0 0 A T 8 0 0 A F 5 2 F 4 N . C . F N W - 5 1 - V F D - 3 0 FNW-51-VTP-30 H S :2#14,3/4" FNW-51-TSH-30 P S H :2#14,3/4" FNW-51-HS-31 M S H FNW-51-PSH-30 :2#14,3/4" :3#14,3/4"FNW-51-GOV-31 Z S C :2#14,3/4"FNW-51-ZSC-31 Z S M :2#14,3/4"FNW-51-ZSM-31 Z S O :2#14,3/4"FNW-51-ZSO-31 LCP001-6: 3/4" FNW-51-LCP-001 V F D 3 0 - 0 3 : 9 # 1 4 , 1 " V F D 3 0 - 0 2 : 2 # 1 2 , # 1 2 G , 6 # 1 4 , 1 " S W G 0 1 - 6 : ( 2 ) 3 # 4 / 0 , 2 # 2 G , ( 2 ) 2 " CONTINUED FROM ABOVE CONTINUED BELOW CONTINUED ON DRAWING E-9 SWG01-1A:8(4-#759 AL-QX,6") G O V G O V UM-1:UTILITY PROVIDEDCONDUCTORS,(2)4"LCP001-1:FNW-51-LCP-001 POWERMETERINGFNW-51-PM-10 RTU123-20: 1-1/4"FNW-51-RTU-123 RTU123-13: 1-1/4" FNW-51-RTU-123 RTU123-19: 1-1/4" FNW-51-RTU-123 ENGINE GENERATORLOCAL CONTROL PANEL RP91-1: 3/4"RELAY PANEL RP91-2: 3/4"RELAY PANEL RP91-3: 3/4"RELAY PANEL S P D NOTE 2 52F2N.C.1200AT1600AF (NOTE 3)AUTOMATICTRANSFERCONTROLLER(NOTE 4)AFRMAFRMEGLCP91-03:RELAY PANELFNW-51-EGRP-91 RP91-8:AFRMAFRM A F R M TSH :2#12,#12G,3/4"FNW-51-PSH-10 T S H :2#12,#12G,3/4"FNW-51-MSH-20 T S H :2#12,#12G,3/4"FNW-51-MSH-30 EXISTING UTILITYHAND HOLE HH-3 GN SPD NOTE 2 M 2500AT3200AF 52T1N.C.AFRMETHERNET I/PTIE BREAKER 300AT800AF 52F1N.C.SWG01-3:3#500KCMIL,#4G,3-1/2"FNW-51-MCC-01 AFRM#4/0G TO GROUND RING6#14,3/4"2#14,3/4"250 VFD20-01:1-500 MCM VFD CABLE,(2)4"(NOTE 3) 2 5 0 VFD30-01:1-500 MCM VFD CABLE,(2)4" (NOTE 3) FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL SWG ONE-LINE DIAGRAMS I E 8 8 0 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg AJT - Oregon Seal.dwg JULY10.1FLE72713 PW FILE: 175069-E8.dwg CAS51073, 9/13/2013 2:28:57 PM FLE72713, 1/20/2014 3:12: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . B R E A K E R S H A L L B E S I Z E D B Y S P D M A N U F A C T U R E R 3 . C O N T R A C T O R S H A L L I N S T A L L V F D C A B L E F R O M V F D T O P U M P . 4 . T H E U T I L I T Y S O U R C E S H A L L B E C O N S I D E R E D T H E N O R M A L S O U R C E . T H E S T A N D B Y E N G I N E G E N E R A T O R S H A L L B E C O N S I D E R E D T H E E M E R G E N C Y S O U R C E . T H E A U T O M A T I C T R A N S F E R C O N T R O L S H A L L A U T O M A T I C A L L Y S E L E C T B E T W E E N T H E B E S T S O U R C E A V A I L A B L E . S E E 1 6 3 4 5 F O R C O M P L E T E S E Q U E N C E O F O P E R A T I O N . 5 2 N 1 A N D 5 2 G 1 S H A L L B E E L E C T R I C A L L Y I N T E R L O C K E D S U C H T H A T O N L Y O N E C A N B E C L O S E D A T A T I M E E X C E P T W H E N P E R F O R M I N G A C L O S E D T R A N S I T I O N . A T C S H A L L S E N D S T A R T C O M M A N D T O E N G I N E G E N E R A T I O N U P O N L O S S O F U T I L I T Y P O W E R . T I E B R E A K E R 5 2 T 1 S H A L L B E M A N U A L L Y O P E R A T E D F O R M A I N T E N A N C E P U R P O S E S O N L Y A N D N O T P A R T O F T H E A T C C O N T R O L S C H E M E . S W I T C H G E A R F N W - 5 1 - S W G - 0 1 C O N T I N U E D 400AT800AF 52F5N.C.FNW-51-VFD-40250FNW-51-VTP-40 TSH :2#14,3/4"FNW-51-TSH-40 HS :2#14,3/4"FNW-51-HS-41 PSHFNW-51-PSH-40 :2#14,3/4":3#14,3/4"FNW-51-GOV-41 ZSC :2#14,3/4"FNW-51-ZSC-41 ZSM :2#14,3/4"FNW-51-ZSM-41 ZSO :2#14,3/4"FNW-51-ZSO-41 LCP001-7: 3/4"FNW-51-LCP-001 VFD40-03:9#14,1"VFD40-02:2#12,#12G,6#14,1"480V,3200A,3-WIRE,3PH,60HZ,65KAIC,SERVICE ENTRANCE RATEDSWG01-7:(2)3#4/0,2#2G,(2)2"400AT800AF 52F6N.O. F N W - 5 1 - V F D - 5 0 200FNW-51-VTP-50 H S FNW-51-HS-51 P S H FNW-51-PSH-50 M S H FNW-51-MSH-50 FNW-51-GOV-51 Z S C FNW-51-ZSC-51 Z S M FNW-51-ZSM-51 Z S O FNW-51-ZSO-51 LCP001-12:(NOTE 2) 3/4"FNW-51-LCP-001 V F D 5 0 - 0 3 : P U L L S T R I N G , ( N O T E 2 ) 1 " V F D 5 0 - 0 2 : P U L L S T R I N G , ( N O T E 2 ) , 1 " S W G 0 1 - 8 : P U L L S T R I N G , ( N O T E 2 ) , ( 2 ) 2 " #4/0G TO GROUNG RING 4 0 0 A T 8 0 0 A F 5 2 F 7 N . C . F N W - 5 1 - V F D - 6 0 2 0 0 VFD60-01:1-350 MCM VFD CABLE,(2)4"FNW-51-VTP-60 T S H :2#14,3/4" FNW-51-TSH-60 H S :2#14,3/4" FNW-51-HS-61 P S H FNW-51-PSH-60 :2#14,3/4" :3#14,3/4"FNW-51-GOV-61 Z S C :2#14,3/4"FNW-51-ZSC-61 Z S M :2#14,3/4"FNW-51-ZSM-61 Z S O :2#14,3/4"FNW-51-ZSO-61 LCP001-8: 3/4"FNW-51-LCP-001 V F D 6 0 - 0 3 : 9 # 1 4 , 1 " V F D 6 0 - 0 2 : 2 # 1 2 , # 1 2 G , 6 # 1 4 , 1 " S W G 0 1 - 9 : ( 2 ) 3 # 4 / 0 , 2 # 2 G , ( 2 ) 2 " VFD50-01:PULLSTRING,(2)4"VFD40-01:1-500 MCM VFD CABLE,(2)4"CONTINUED FROM DRAWING E8GOV G O V G O V 96" (MAX)78"RTU123-11: 1-1/4"FNW-51-RTO-123 RTU123-27:(NOTE 2) 1-1/4"FNW-51-RTU-123 RTU123-06: 1-1/4"FNW-51-RTU-123 RP91-6: 3/4"RELAY PANEL RP91-4: 3/4"RELAY PANEL RELAY PANEL RP91-5:(NOTE 2) 3/4" :PULLSTRING, (NOTE 2),3/4" :PULLSTRING, (NOTE 2),3/4" :PULLSTRING, (NOTE 2)3/4" :PULLSTRING, (NOTE 2),3/4" :PULLSTRING, (NOTE 2),3/4" :PULLSTRING, (NOTE 2),3/4" :PULLSTRING, (NOTE 2)3/4" (NOTE 3) (NOTE 3)AFRMAFRM A F R M MSH :2#12,#12G,3/4"FNW-51-MSH-40 TSH PULLSTRING (NOTE 2),3/4"FNW-51-TSH-50 M S H :2#12,#12G,3/4"FNW-51-MSH-60 4 0 0 A T 8 0 0 A F 5 2 F 8 N . O . A F R M SPARE FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL SWG ONE-LINE DIAGRAMS II AND ELEVATION E 9 8 1 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg AJT - Oregon Seal.dwg JULY9FLE72713 PW FILE: 175069-E9.dwg CAS51073, 9/13/2013 1:21:11 PM FLE72713, 12/4/2013 2:53: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . C O N T R A C T O R S H A L L I N S T A L L C O N D U I T S F O R F U T U R E E Q U I P M E N T ( F N W - 5 1 - T S H - 5 0 , F N W - 5 1 - M S H - 5 0 , F N W - 5 1 - H S - 5 1 , F N W - 5 1 - G O V - 5 1 , F N W - 5 1 - Z S M - 5 1 , F N W - 5 1 - Z S O , F N W - 5 1 - Z S C - 5 1 , F N W - 5 1 - P S H - 5 0 , F N W - 5 1 - V T P - 5 0 , F N W - 5 1 - V F D - 5 0 ) I N A P P R O X I M A T E T H E S A M E L O C A T I O N A S C O N D U I T S F O R T H E O T H E R P U M P S . C O N T R A C T O R S H A L L C A P C O N D U I T S A N D C A P S S H A L L B E F L U S H E D T O F L O O R . 3 . C O N T R A C T O R S H A L L I N S T A L L V F D C A B L E F R O M V F D T O P U M P . M O T O R C O N T R O L C E N T E R F N W - 5 1 - M C C - 0 1 FNWS-51-SWG-01 SWGO1-3:2AS-13MCC01-1:3#12,#12G,4#14,1"FNW-51-DF-101 1B3P-30A 2BS-13MCC01-2:3#12,#12G,4#14,1"FNW-51-DF-102 3P-30A 2CS-13MCC01-3:3#12,#12G,4#14,1"FNW-51-DF-103 3P-30A 2 D S-13MCC01-4:3#12,#12G,4#14,1"FNW-51-DF-104 3P-30A SPARE 3 C 2 E S-1 S P A C E 1 A 2 A 2 B 2 C 2 D 2 E 3 A 3 E 3 F 3 G 3 H 3 I F N W - 5 1 - M C C - 0 1 F R O N T E L E V A T I O N N O S C A L E 600A , 4 8 0 V , 3 P H , 3 W , 6 0 H Z , 4 2 K A I C 3 D 3 C 3 B 3 D 3P-100MCC01-8:EC,2"TO HH-2 FOR FUTURE CHEM BLDG 3P-15MCC01-9:3#12,#12G,3/4"FNW-51-EWH-101 3 K W 3P-15MCC01-10:3#12,#12G,3/4"FNW-51-EUH-101 4 K W 3P-15MCC01-11:3#12,#12G,3/4"FNW-51-EUH-102 4 K W 3 E 3 F 3 G MCC01-12:3#12,#12G,3/4"FNW-51-EUH-103 4 K W MCC01-13:3#12,#12G,3/4"FNW-51-EUH-104 4 K W 3 H 3P-15 3P-15 1ANOTE 2SURGE PROTECTIONDEVICE SPD #4/0 GROUNDBOND TO GROUND RING 1 B S P A C E 3P-70 3 B 3P-70 3 J S P A C E 3 I 3 J 3P-15 3P-20 3 A SPARE SPARE 3P-30 MCC01-5:3#2,#8G,1-1/4" MCC01-5A:4#2/0,#6G,2"LIGHTING PANEL FNW-51-LP-01 S P D 45KVA 480V-120/208V 3-PHASE, 60HZ LIGHTING TRANSFORMER FNW-51-LT-01 MCC01-6:3#2,#8G,1-1/4" MCC01-6A:4#2/0,#6G,2"LIGHTING PANEL FNW-51-LP-02 S P D 45KVA 480V-120/208V 3-PHASE, 60HZ LIGHTING TRANSFORMER FNW-51-LT-02 # 6 G R O U N D # 6 G R O U N D FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL MCC ONE-LINE DIAGRAM AND ELEVATION E 1 0 8 2 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg AJT - Oregon Seal.dwg JULY10.1FLE72713 PW FILE: 175069-E10.dwg FLE72713, 1/27/2014 2:02:52 PM FLE72713, 12/4/2013 2:52: 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . B R E A K E R S H A L L B E S I Z E D B Y S P D M A N U F A C T U R E R . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE T N O T E S : 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S 2 . A L L C A B L E A N D C O N D U I T A S S O C I A T E D W I T H T H E T C P T O B E P R O V I D E D B Y T H E P A N E L S U P P L I E R A S D E T A I L E D I N T H E H V A C S P E C I F I C A T I O N S . P A R T I A L O N E - L I N E S H O W N F O R C L A R I T Y 3 . N O T A L L E Q U I P M E N T S H O W N . C O N T R A C T O R S H A L L P R O V I D E C A B L E A N D C O N D U C T A S R E Q U I R E D T O A L L A U X I L I A R Y D E V I C E S R E Q U I R E D B Y T E M P E R A T U R E C O N T R O L P A N E L D E S I G N A N D H V A C S P E C I F I C A T I O N S . 4 . N O T U S E D 5 . N O T U S E D 6 . G E N E R A T O R P O W E R P A N E L F N W - 5 1 - P P - 9 1 S H A L L B E S U P P L I E D B Y G E N E R A T O R M A N U F A C T U R E R , P E R S P E C I F I C A T I O N S E C T I O N 1 1 9 1 0 . P O W E R P A N E L S H A L L H A V E A M I N I M U M O F 1 2 C I R C U I T B R E A K E R S R A T E D A S N E E D E D . P A N E L S H A L L B E P R E W I R E D T O A L L A U X I L I A R Y G E N E R A T O R L O A D S . EGLCP91-01:12#14,1"FNW-51-RTU-123 EGLCP91-02:2-1PR#16S,1"EGLCP91-03:6#14,3/4"ENGINE GENERATOR LOCALCONTROL PANEL(PARTIAL ONE-LINE)LP01-8:2#12,#12G,3/4"120VAC FROM FNW-51-LP-01FNW-51-RTU-123 TEMPERATURECONTROL PANELFNW-51-TCP-101FNW-51-LCP-001LCP001-1:2-CAT6,3/4"LCP001-2:CAT6,3/4"LCP001-4:CAT6,3/4"FNW-51-VFD-10 LCP001-5:CAT6,3/4"FNW-51-VFD-20 LCP001-6:CAT6,3/4"FNW-51-VFD-30 LCP001-7:CAT6,3/4"FNW-51-VFD-40 LCP001-8:CAT6,3/4"FNW-51-VFD-60 LCP001-9:CAT6,3/4"CCTV CAMERA LCP001-10:CAT6,3/4"CCTV CAMERA LCP001-11:CAT6,3/4"FNW-51-RTU-123 LCP001-12:PULLSTRING,3/4"FNW-51-EGLCP-91FNW-51-LCP-001 ONE-LINE FNW-51-CCTV-01(PUMP ROOM)FNW-51-CCTV-02(ELECTRICAL ROOM)FNW-51-SWG-01(ATC) F N W - 5 1 - D F - 1 0 5 S T A R T E R LP01-7:2#12,#12G,3/4" DF5-1:2#12,#12G,3/4" F N W - 5 1 - D F - 1 0 5 FNW-51-DF-105 120VAC FROM FNW-51-LP-01 ENGINE GENERATORNETWORK RACK ENGINE GENERATORLOCAL CONTROL PANEL RTU123-18 F I R E A L A R M C O N T R O L P A N E L F N W - 5 1 - F A C P - 0 1 LP01-10:2#12,#12G,3/4"120VAC FROM FNW-51-LP-01 F I R E A L A R M C O N T R O L P A N E L F N W - 5 1 - F A C P - 0 1 RTU123-32:FNW-51-RTU-123 LCP001-2: 3/4"FNW-51-LCP-001 F N W - 5 1 - E G R P - 9 1 R E L A Y P A N E L LP01-18:2#12,12G,3/4"120VAC FROM FNW-51-LP-01 RP91-8:2#14,3/4" RP91-1:4#14,3/4"FNW-51-VFD-10 RP91-2:4#14,3/4" FNW-51-VFD-20 FNW-51-VFD-30 FNW-51-VFD-40 FNW-51-SWG-01 (ATC) RP91-3:4#14,3/4" RP91-4:4#14,3/4" RP91-5:PULLSTRING,3/4" RP91-6:4#14,3/4" R E L A Y P A N E L F N W - 5 1 - E G R P - 9 1 F A N S T A R T E R 1 / 1 0 LP02-5:2#12,#12G,3/4" D C U - 1 0 1 C O N D E N S I N G 208VAC FROM FNW-51-LP-02 U N I T / H E A T P U M P (LP02-9, LP02-13, LP02-2, LP02-6, LP02-10, LP02-17) ( S I M I L A R F O R D C U - 1 0 2 , D C U - 1 0 3 , D C U - 1 0 4 , D C U - 1 0 5 , D C U - 1 0 6 , D H P - 1 0 1 ) 2P-30 W H - 1 0 1 H E A T E R ( 3 k W ) LP01-22:2#12,#12G,3/4" 208VAC FROM FNW-51-LP-02 F A N C O I L ( 2 M C A ) THERMOSTAT T-101 (T-102,T-103,T-104, T-105,T-106) 208VAC FROM FNW-51-LP-02 T F A N C O I L ( 1 M C A ) LP02-29:2#12,#12G,3/4" FC107-1:2#14,3/4" F C - 1 0 7 THERMOSTAT T-107 208VAC FROM FNW-51-LP-02 F A N C O I L FC101-1:2#14,3/4" (FC102-1,FC103-1,FC104-1, FC105-1,FC106-1) LP02-14:2#12,#12G,3/4" (LP02-18,LP02-22,LP02-26, LP02-21,LP02-25) F C - 1 0 1 F A N C O I L ( S I M I L A R F O R F C - 1 0 2 , F C - 1 0 3 , F C - 1 0 4 , F C - 1 0 5 , F C - 1 0 6 ) NOTE 2STARTERS CONTROLDAMPER THERMOSTAT, ETC.TEMPERATURE CONTR O L PANEL FNW-51-TCP- 1 0 1 FNW-51-VFD-50(FUTURE) FNW-51-VFD-50 (FUTURE) FNW-51-VFD-60 2P-30 W H - 1 0 1 W A L L H E A T E R ( S I M I L A R F O R W H - 1 0 2 ) (LP01-26) EGLCP91-06:2#14,3/4"CSE-STOPFNW-51-HS-91LOCAL CONTROL PANEL 208VAC FROM FNW-51-LP-01 LP01-23,25,27:4#2,#10G,2" G E N E R A T O R P O W E R P A N E L F N W - 5 1 - P P - 9 1 ( N O T E 6 ) G E N E R A T O R P O W E R P A N E L F N W - 5 1 - P P - 9 1 I R R I G A T I O N C O N T R O L L E R 120VAC FROM FNW-51-LP-01 LP01-15:2#12,#12G,3/4" I R R I G A T I O N C O N T R O L L E R LP01-11:2#12,#12G,3/4"120VAC FROM FNW-51-LP-01 D C U - 1 0 1 C O N D E N S I N G U N I T / H E A T P U M P ( 2 6 M C A ) (NOTE 3) LP01-32:2#12,#12G,3/4"120VAC FROM FNW-51-LP-01 L I G H T I N G C O N T A C T O R LC1-1:3#12,#12G,3/4" LC1-2:2#12,#12G,3/4"PE CELL L I G H T I N G C O N T A C T O R BUILDING EXTERIOR EGRESS LIGHTINGS P E M O T I O N S E N S O R M S 1 ( M S 2 ) BLDG. EXTERIOR NORTH FLOOD LIGHT (BLDG. EXTERIOR SOUTH FLOOD LIGHT) FNW-51-LP-01 MS1-1:2#12,#12G,3/4" LP01-13:2#12,#12G,3/4" M O T I O N S E N S O R M S 1 ( S I M I L A R F O R M O T I O N S E N S O R M S 2 ) FC-101 DCU101-1:6#14,3/4" (DCU102-1,DCU103-1, DCU104-1,DCU105-1,DCU106-1, DHP-101) DCU-101 DCU101-1:6#14,3/4" (DCU102-1,DCU103-1, DCU104-1,DCU105-1,DCU106-1) FNW-51-SWG-01(ATC & FNW-51-PM-10) DHP101-1:DHP-101 HH1 HH-1#14#18#14#18#14 AT GENFD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL MISCELLANOUS ONE-LINE DIAGRAM E 1 1 8 3 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg JULY10FLE72713 PW FILE: 175069-E11.dwg CAS51073, 9/13/2013 2:19:01 PM FLE72713, 1/20/2014 3:16: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE F N W - 5 1 - R T U - 1 2 3 RTU123-01:1-1PR#16S,3/4"PITFNW-51-PIT-01 RTU123-03:2#14,#14G,4#14,1-1PR#16S,1"FITFNW-51-FIT-01 FEFNW-51-FE-01 RTU123-08:2#14,#14G,2#14,1-1PR#16S,1"AITFNW-51-AIT-81 AEFNW-51-AE-81 MFR SUPPLIED CABLE, 3/4"RTU123-09:2#14,1-1PR#16S,1"AITFNW-51-AIT-82 AEFNW-51-AE-82 MFR SUPPLIED CABLE, 3/4"RTU123-07:2#14,2#14,#14G,3/4"FSHFNW-51-FSH-81 PITFNW-51-PIT-02 RTU123-06:12#14,2-1PR#16S,1-1/4"FNW-51-VFD-60 PITFNW-51-PIT-03 RTU123-04A:2#14,3/4"RTU123-04B:2#14,3/4"ZS0FNW-51-ZS0-01 ZSCFNW-51-ZSC-01 RTU123-10A:2#14,3/4"ZS C FNW-51-ZSC-81 RTU123-11:12#14,2-1PR#16S,1-1/4"FNW-51-VFD-40 RTU123-10B:2#14,3/4"Z S 0 FNW-51-ZSO-81 RTU123-12A:2#14,3/4"Z S C FNW-51-ZSC-82 FNW-51-VFD-30 RTU123-12B:2#14,3/4"Z S O FNW-51-ZS0-82 Z S C FNW-51-ZSC-83 Z S O FNW-51-ZSO-83 R T U 1 2 3 - 1 0 : 4 # 1 4 , 3 / 4 " R T U 1 2 3 - 1 2 : 4 # 1 4 , 3 / 4 " R T U 1 2 3 - 1 4 : 4 # 1 4 , 3 / 4 " RTU123-13:12#14,2-1PR#16S,1-1/4" RTU123-15A:2#14,3/4" N S FNW-51-NS-01 RTU123-16:2#14,3/4" N S FNW-51-NS-04 N S N S FNW-51-NS-02 FNW-51-NS-03 N S FNW-51-NS-05 RTU123-17:2#14,3/4" RTU123-18:2#14,3/4" FNW-51-VFD-20 RTU123-19:12#14,2-1PR#16S,1-1/4" FNW-51-VFD-10 RTU123-20:12#14,2-1PR#16S,1-1/4" RTU123-21A:2#14,3/4" RTU123-21B:2#14,3/4" Z S 0 FNW-51-ZSO-71 R T U 1 2 3 - 2 1 : 4 # 1 4 , 3 / 4 " Z S C FNW-51-ZSC-71 RTU123-22A:1-PR#16S,3/4"P I T FNW-51-PIT-71 P I T FNW-51-PIT-72 RTU123-22B:1-PR#16S,3/4" FNW-51-FIT-71 RTU123-24:2#14,#14G,4#14,1-1PR#16S,1"F I T F E FNW-51-FE-71 L S H FNW-51-LSH-71 RTU123-25:2#14,3/4" N S FNW-51-NS-71 RTU123-26:2#14,3/4" RTU123-04:4#14,3/4"LP01-9:2#12,#12G,3/4"120VAC FROMLCP001-11:FNW-51-LCP-001 FNW-51-LP-01 F N W - 5 1 - R T U - 1 2 3 RTU123-03A:MFR SUPPLIEDCABLE,3/4"RTU123-05A:1-1PR#16S,3/4"RTU123-05B:1-1PR#16S,3/4" RTU123-24A:MFR SUPPLIED,3/4" RTU123-27:PULSTRING,1-1/4"EGLCP91-01:EGLCP91-02:RTU123-02:2#14,3/4"PSLLFNW-51-PSLL-01 RTU123-15B:2#14,3/4" RTU123-15C:2#14,3/4" ENGINE GENERATORLOCAL CONTROL PANELFNW-51-EGLCP-91 NSFNW-51-NS-91 RTU123-29:2#14,3/4" RTU123-14A:2#14,3/4" RTU123-14B:2#14,3/4" RTU123-32:4#14,3/4"FNW-51-FACP-01 CONTINUED FROM ABOVE CONTINUED BELOW HVAC CONTROL PANEL FNW-51-TCP-101 ANTENNAS RTU123-33:(NOTE 2),#8G,2" FNW-51-VFD-50(FUTURE)RTU123-31:CAT6,3/4"OITOPERATOR INTERFACETERMINAL FNW-51-OIT-123 RTU123-28A:2#14,3/4" RTU123-28B:2#14,3/4" Z S 0 FNW-51-ZSO-80 R T U 1 2 3 - 2 8 : 4 # 1 4 , 3 / 4 " Z S C FNW-51-ZSC-80 RTU123-05:2-1PR#16S,1" R T U 1 2 3 - 2 2 : 2 - 1 P R # 1 6 S , 1 " MFR CABLE AND PLUG120VAC POWERFD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL RTU ONE-LINE DIAGRAMS E 1 2 8 4 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg AJT - Oregon Seal.dwg JULY10FLE72713 PW FILE: 175069-E12.dwg CAS51073, 9/5/2013 4:26:26 PM FLE72713, 12/4/2013 4:48: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . 2 . R E F E R T O S P E C I F I C A T I O N 1 3 5 4 0 F O R A N T E N N A C A B L E R E Q U I R E M E N T S LIGHTING FIXTURE SCHEDULEFIXTURELAMPMTG HGTDESCRIPTION M A N U F A C T U R E R 1 F32T8/SP352900 LUMENS AS NOTED ONPLANS1' X 4' 2-LAMP OPEN INDUSTRIAL FIXTURE, WITH10% UPLIGHT SLOTS, STEEL HOUSING, BAKEDWHITE ENAMEL FINISH, INSTANT STARTELECTRONIC BALLAST, 120V LIT H O N I A #AF 1 0 - 2 - 3 2 - 1 2 0 - G E B 1 0 I S 2 F32T8/SP352900 LUMENS AS NOTED ONPLANS1' X 4' 2-LAMP OPEN INDUSTRIAL FIXTURE, WITH10% UPLIGHT SLOTS, STEEL HOUSING, BAKEDWHITE ENAMEL FINISH, INSTANT STARTELECTRONIC BALLAST, EMERGENCY BATTERY PACK,120V LIT H O N I A #AF 1 0 - 2 - 3 2 - 1 2 0 - G E B 1 0 I S - E L 1 4 3 F32T8/SP352900 LUMENS AS NOTED ONPLANS1' X 4' 2-LAMP ENCLOSED INDUSTRIAL FIXTURE,IMPACT RESISTANT FIBERGLASS REINFORCEDPOLYESTER HOUSING, SUITABLE FOR DAMPLOCATIONS, BAKED WHITE ENAMEL FINISH,CORROSION-RESISTANT, INSTANT STARTELECTRONIC BALLAST, 120V LIT H O N I A #DM W - 2 - 3 2 - 1 2 0 - G E B 1 0 I S 4 F32T8/SP352900 LUMENS AS NOTED ONPLANS1' X 4' 2-LAMP ENCLOSED INDUSTRIAL FIXTURE,IMPACT RESISTANT FIBERGLASS REINFORCEDPOLYESTER HOUSING, SUITABLE FOR DAMPLOCATIONS, BAKED WHITE ENAMEL FINISH,CORROSION-RESISTANT, INSTANT STARTELECTRONIC BALLAST, EMERGENCY BATTERY PACK,120V LIT H O N I A #DM W - 2 - 3 2 - 1 2 0 - G E B 1 0 I S - E L 1 4 D W 5 42TRT3500K COLOR TEMP3200 LUMENS 1'-6" ABOVEDOORWAYWALL MOUNTED 42W TRT FLUORESCENT FIXTURE,SINGLE PIECE ALUMINUM HOUSING, TEMPEREDGLASS LENS, HYDROFORMED REFLECTOR, FULLCUTOFF, SUITABLE FOR WET LOCATIONS,ELECTRONIC BALLAST WITH QUICK DISCONNECT,DARK BRONZE FINISH, EMERGENCY BATTERY PACK,120V LIT H O N I A #TW F 1 - 4 2 T R T - 1 2 0 - E L D W C - L P I 6 26W QUAD TUBE1800 LUMENS AS NOTED ONPLANSCEILING MOUNTED 26W FLUORESCENT FIXTURE, 30%GLASS-FILLED THERMOSET POLYESTER HOUSING,CORROSION-RESISTANT, POLYCARBONATE LENS,CLEAR POLYCARBONATE GLOBE & GUARD, SUITABLEFOR WET LOCATIONS, 120-277V KIL L A R K #NV P F G 2 6 X G 7 67W LED4377 LUMENS AS NOTED ONPLANS70 WATT WALL MOUNTED LED FIXTURE, ALUMINUMREAR HOUSING, POLYCARBONATE FRONT HOUSING,POLYCARBONATE LENS, 700mA DRIVER, 1-30LEDLIGHT ENGINE, TYPE III MEDIUM LIGHTDISTRIBUTION, DARK BRONZE FINISH, 5000KCOLOR TEMPERATURE, SUITABLE FOR WETLOCATIONS, SINGLE FUSE, MVOLT LIT H O N I A #TW P LED - 3 0 C - 7 0 0 - 5 0 K - M V O L T - S F - D D B X D MS NONEAS NOTED ONPLANSPASSIVE INFRARED MOTION SENSOR, 270 DEGREECOVERAGE, ADJUSTABLE TIME DELAY, ON/OFFCONTROL BASED ON DAYLIGHT LEVELS VIAADJUSTABLE LIGHT LEVEL SETTING, SUITABLE FORWET LOCATIONS, ARCTIC WHITE FINISH, 120V WAT T S T O P P E R #EW - 2 0 0 - 1 2 0 - W EXIT RED LED7'-6" ABOVEFINISHED FLOOROR AS NOTED ONPLANS DIE-CAST ALUMINUM SINGLE FACE EXIT SIGN, REDLED LETTERING, MATTE BLACK BRUSHED ALUMINUMFACE, NICKEL-CADMIUM BATTERY, 120/277V LIT H O N I A #LQ C - 1 - R - E L N 8 26-42TRT3200 LUMENS AS NOTED ONPLANSCEILING MOUNTED 16-42W TRT FLUORESCENTFIXTURE, TEMPERED GLASS LENS, GALVANIZEDJUNCTION BOX, SUITABLE FOR WET LOCATIONS,ELECTRONIC BALLAST WITH END OF LAMP LIFEPROTECTION, BLACK FINISH, EMERGENCY BATTERYPACK, 120-277V LIT H O N I A #LF 8 N 1 / 2 6 - 4 2 T R T - F 8 L S 4 - M V O L T - E L P A N E L B O A R D : F N W - 5 1 - L P - 0 2 B U S : C O P P E R R A T I N G : 2 2 5 A M A I N S : 1 5 0 A M A I N B R E A K E R P H A S E S E R V I C E : 1 2 0 / 2 0 8 V , 3 P H , 4 W , S / N L O C A T I O N : E L E C T R I C A L R O O M P H A S E " A " " B " " C " M O U N T I N G : S U R F A C E " A " " B " " C " V . A . V . A . V . A . L O A D P B K R C K T # B K R P L O A D V . A . V . A . V . A . S P A R E 2 3 0 1 2 3 0 2 D C U - 1 0 4 2 5 0 0 - - - 3 4 - - - 2 5 0 0 2 5 0 0 D C U - 1 0 1 2 3 0 5 6 3 0 2 D C U - 1 0 5 2 5 0 0 2 5 0 0 - - - 7 8 - - - 2 5 0 0 2 5 0 0 D C U - 1 0 2 2 3 0 9 1 0 3 0 2 D C U - 1 0 6 2 5 0 0 2 5 0 0 - - - 1 1 1 2 - - - 2 5 0 0 2 5 0 0 D C U - 1 0 3 2 3 0 1 3 1 4 1 5 2 F C - 1 0 1 2 0 0 2 5 0 0 - - - 1 5 1 6 - - - 2 0 0 2 5 0 0 D H P - 1 0 1 2 3 0 1 7 1 8 1 5 2 F C - 1 0 2 2 0 0 2 5 0 0 - - - 1 9 2 0 - - - 2 0 0 2 0 0 F C - 1 0 5 2 1 5 2 1 2 2 1 5 2 F C - 1 0 3 2 0 0 2 0 0 - - - 2 3 2 4 - - - 2 0 0 2 0 0 F C - 1 0 6 2 1 5 2 5 2 6 1 5 2 F C - 1 0 4 2 0 0 2 0 0 - - - 2 7 2 8 - - - 2 0 0 2 0 0 F C - 1 0 7 2 1 5 2 9 3 0 3 0 2 S P A R E - - - 3 1 3 2 - - - S P A R E 2 1 5 3 3 3 4 1 5 2 S P A R E - - - 3 5 3 6 - - - S P A C E - - 3 7 3 8 - - S P A C E S P A C E - - 3 9 4 0 - - S P A C E S P A C E - - 4 1 4 2 - - S P A C E 7 7 0 0 T O T A L " A " 1 3 3 0 0 T O T A L " A " 5 6 0 0 5 4 0 0 T O T A L " B " 1 1 0 0 0 T O T A L " B " 5 6 0 0 7 9 0 0 T O T A L " C " 1 3 3 0 0 T O T A L " C " 5 4 0 0 T O T A L = 3 7 6 0 0 P A N E L B O A R D : F N W - 5 1 - L P - 0 1 B U S : C O P P E R R A T I N G : 2 2 5 A M A I N S : 3 P - 1 5 0 A M A I N B R E A K E R P H A S E S E R V I C E : 1 2 0 / 2 0 8 V , 3 P H , 4 W , S / N L O C A T I O N : E L E C T R I C A L R O O M P H A S E " A " " B " " C " M O U N T I N G : S U R F A C E " A " " B " " C " V . A . V . A . V . A . L O A D P B K R C K T # B K R P L O A D V . A . V . A . V . A . 1 4 8 8 L I G H T S - P U M P R O O M 1 2 0 1 2 2 0 1 L I G H T S - B L D G E X T E R I O R E G R E S S 2 5 0 9 9 2 L I G H T S - E L E C T & M E C H R O O M S 1 2 0 3 4 2 0 1 R E C E P - E L E C T & M E C H R O O M S 7 2 0 7 2 0 R E C E P - P U M P R O O M 1 2 0 5 6 2 0 1 M E T E R I N G V A U L T L I G H T S / R E C E P T 2 3 2 1 5 0 D F - 1 0 5 1 2 0 7 8 2 0 1 F N W - 5 1 - T C P - 1 0 1 1 0 0 7 5 0 F N W - 5 1 - R T U - 1 2 2 1 2 0 9 1 0 2 0 1 F N W - 5 1 - F A C P - 0 1 1 0 0 7 5 0 F N W - 5 1 - L C P - 0 0 1 1 2 0 1 1 1 2 3 0 1 S P A R E 1 4 0 L I G H T S - B L D G E X T E R I O R F L O O D S 1 2 0 1 3 1 4 3 0 1 S P A R E 5 0 0 I R R I G A T I O N C O N T R O L L E R 1 2 0 1 5 1 6 2 0 1 S P A R E 1 8 0 R E C E P - O U T D O O R S 1 2 0 1 7 1 8 2 0 1 F N W - 5 1 - E G R P - 9 1 1 0 0 C L 2 A N A L Y Z E R 1 2 0 1 9 2 0 2 0 1 S U M P P U M P F N W - 5 1 - S U P - 0 1 R E C E P . 1 2 0 0 S P A R E 1 2 0 2 1 2 2 2 0 2 W H - 1 0 1 1 5 0 0 5 0 0 0 G E N P W R P N L F N W - 5 1 - P P - 9 1 3 6 0 2 3 2 4 - - - 1 5 0 0 5 0 0 0 - - - 2 5 2 6 2 0 2 W H - 1 0 2 1 5 0 0 5 0 0 0 - - - 2 7 2 8 - - - 1 5 0 0 5 4 0 R E C E P - P U M P R O O M 1 2 0 2 9 3 0 2 0 1 R E C E P - E L E C T & M E C H R O O M S 5 4 0 S P A R E 1 2 0 3 1 3 2 2 0 1 L I G H T S - B L D G E X T E R I O R S W I T C H E D 1 0 0 S P A R E 1 2 0 3 3 3 4 2 0 1 S P A R E S P A R E 1 2 0 3 5 3 6 2 0 1 S P A R E S P A C E - - 3 7 3 8 - - S P A C E S P A C E - - 3 9 4 0 - - S P A C E S P A C E - - 4 1 4 2 - - S P A C E 6 7 7 8 T O T A L " A " 1 2 3 2 8 T O T A L " A " 5 5 5 0 7 2 4 2 T O T A L " B " 1 1 3 1 2 T O T A L " B " 4 0 7 0 7 1 9 0 T O T A L " C " 9 3 8 2 T O T A L " C " 2 1 9 2 T O T A L = 3 3 0 2 2 FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL PANEL AND LIGHTING SCHEDULES E 1 3 8 5 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg LP.xls Lighting Fixture Schedule.xlsx JULY10FLE72713 PW FILE: 175069-E13.dwg AND49974, 12/5/2013 8:44:23 AM FLE72713, 12/4/2013 2:45: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . FAILFROM VFD D E V I C E L E G E N D R E M O T E F R O M S T A R T E R A N D D R I V E N E Q U I P M E N T SS1 LOCALCR3CR5STARTSTOPE-STOPSS1 REMOTE CR6CR5SPEEDINDICATIONCONTROL SPEEDPOTENTIOMETERTO RTUTO RTUTO RTU TO RTURUN COMMAND SPEED 4-20mA ETHERNET I/P DATA LI N K START PUSH BUTTONSEAL IN RUNCR6 VFDFNW-51-VFD-10(SIMILAR FOR FNW-51-VFD-20,30,40,60& FUTURE FNW-51-VFD-50)CR6SS1 RUNNINGREMOTE A T D R I V E N E Q U I P M E N T 9‘1234TD1PPSH-10CR3ATD1CR310 SECCR6MOTOR SPACE HEATERR HIGH PRESSUREOR TEMPERATUREALARM LIGHT NUISANCE ALARMSTIME DELAY RUN F R O M R T U A T M O T O R SS2 ALLOW12 R1R1 F R O M R E L A Y P A N E L D F - 1 0 5 S P A R E M 1 R 2 R 3 R 4 R 5 R 6 L P 0 1 - 1 8 1 2 0 V A C P O W E R F R O M A T S O N G E N R E L A Y P A N E L F N W - 5 1 - E G R P - 9 1 T O F N W - 5 1 - V F D - 1 0 R 1 T O F N W - 5 1 - V F D - 1 0 R 1 T O F N W - 5 1 - V F D - 2 0 R 2 T O F N W - 5 1 - V F D - 2 0 R 2 T O F N W - 5 1 - V F D - 3 0 R 3 T O F N W - 5 1 - V F D - 3 0 R 3 T O F N W - 5 1 - V F D - 4 0 R 4 T O F N W - 5 1 - V F D - 4 0 R 4 T O F N W - 5 1 - V F D - 5 0 ( F U T U R E ) R 5 T O F N W - 5 1 - V F D - 5 0 ( F U T U R E ) R 5 T O F N W - 5 1 - V F D - 6 0 R 6 T O F N W - 5 1 - V F D - 6 0 R 6 SV CR6OPEN VALVETD3CR7ATD3CR7180 SEC RESETVALVE FAILALARM LIGHT CR8GENERATOR KEY ON -GENERATOR ALLOWEDSTOP COMMAND CR6TO RTU(GENERATORALLOWED)CR8 P O S I T I O N C O N T A C T S 1 - 2 3 - 4 5 - 6 S S 1 L O C A L O F F R E M O T E S S 2 P O S I T I O N C O N T A C T S 1 - 2 3 - 4 A L L O W D I S A L L O W CR856 D F - 1 0 1 S P A R E M S P A R E A R ( S I M I L A R F O R D F - 1 0 2 , D F - 1 0 3 , D F - 1 0 4 ) R 1 A T T C P L P 0 1 - 0 7 1 2 0 V A C APUMP FAIL S W I T C H D E V E L O P M E N T S 120VAC CONTROL POWER FROM VFDFROM RTUSPEED 4-20mA CR7STOPPED 1 2 0 V A C L P - 2 B U I L D I N G E X T E R I O R E G R E S S L I G H T I N G 1 2 S S 3 H A N D P O S I T I O N C O N T A C T S 1 - 2 3 - 4 S S 3 H A N D O F F A U T O C 1 L I G H T I N G C O N T A C T O R C 1 3 4 S S 3 A U T O P E C E L L 1 2 0 V F R O M L P - 2 B U I L D I N G E X T E R I O R E G R E S S L I G H T I N G RESET CR2 ZSO-11CR2 GOV-11TSH-10TO RTUVFD FAILVALVE FAIL ALARM CR7 VALVE FULLY OPEN CR2VALVE FULLY CLOSED ZSC-11 S S 4 P O S I T I O N C O N T A C T S 1 - 2 3 - 4 O N O F F U N S W I T C H E D C O N D U C T O R F O R E M E R G E N C Y L I G H T I N G F L O O D L I G H T I N G ( N O T U S E D ) FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL SCHEMATICS E 1 4 8 6 1 4 1 1 7 5 0 6 9 R R B , J C K M A A J T A J T D E C E M B E R 2 0 1 3 BORDER.dwg JULY11FLE72713 PW FILE: 175069-E14.dwg CAS51073, 9/13/2013 9:18:09 AM FLE72713, 12/19/2013 3:34 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . NO SCALE TYPICAL DUCT BANK SECTION SERIES SPACERS S288 AND S289 CARLON HIGH IMPACTCENTERSON 8'-0" MAX #5 BARS @ 8"MAX SPACING#3 U BARS@ 12",T & BLAP 6"CONDUIT TO TOP SURFACE 1 1/2" MIN - 3" MAXUNDER SPACERS CONCRETE BRICK 1-1/2" X 8"EXCAVATION 3" MIN TO FORMED SURFACE,1 1/2" MIN TOCONDUITSCLEARANCEBETWEEN2" MINNOTE:#4/0 GROUNDCONDUCTOR(NOTE 2) 3/4"WALL CLEARANCE RECOMMENDED MANUFACTURER'S CTRS, 4 MIN ANCHORS @ 2'-0" 5/8" BOLTS & EXP EXISTING FLOOR TWO 1/2" DIA ANCHOR BOLTS W/ HEX NUTS AND 1/4" X 2" SQ WASHER WELDED TO BOLT HEAD MIN EVERY 20' OR MATCHING MANUFACTURER'S RECOMMENDATIONS FOR EQUIPMENT FURNISHEDELECTRICAL EQUIPMENT BASENO SCALE ENCLOSURE FRONT EDGE OF 1-1/2" MIN TO 3" MINCONDUITSNEW FLOOR 6" 4 MIN #4 U-BAR @ TOP LAYER REINF #4 U-BAR @ 2'-0" 4"4" MIN 2 MIN TYPICAL CONTROL STATION MOUNTING DETAIL T Y P I C A L U N D E R G R O U N D D U C T B A N K E N T R A N C E D E T A I L T Y P I C A L E X O T H E R M A L W E L D G R O U N D R O D A T C R O S S O R T E E C O N N E C T I O N 6 ' C O I L O F G R O U N D C O N D U C T O R F O R C O N N E C T I O N T O R A C E W A Y G R O U N D F I N I S H E D F L O O R O R F I N I S H E D G R A D E R I G I D G A L V A N I Z E D S T E E L P L U G G E D C O U P L I N G P U L L B O X O R E Q U I P M E N T 1 " C H A M F E R ( A L L S I D E S ) 1 / 2 " E X P . J O I N T M A T E R I A L ( A L L S I D E S ) R I G I D P V C C O A T E D S T E E L C O N D U I T ( T Y P ) 2 ' - 0 " R A D I U S M I N ( T Y P ) T R A N S I T I O N C O U P L I N G , R I G I D P V C C O A T E D S T E E L C O N D U I T T O S P E C I F I E D M A T E R I A L ( T Y P ) R E I N F O R C I N G S T E E L U N D E R R O A D W A Y S ( S E E N O T E 1 ) T Y P I C A L D U C T B A N K R I S E R C O N S T R U C T I O N 2 " P R O J E C T I O N U N L E S S I N D I C A T E D O T H E R W I S E O N T H E D R A W I N G S S E E S P E C I F I C A T I O N R E Q U I R E M E N T S A N D / O R D R A W I N G S F O R C O N D U I T M A T E R I A L . P U L L B O X O R E Q U I P M E N T R E F E R T O S T R U C T U R A L D R A W I N G S F O R A N C H O R B O L T I N S T A L L T I O N A N D E L E C T R I C B A S E R E Q U I R E M E N T S R I G I D G A L V A N I Z E D S T E E L P L U G G E D C O U P L I N G T O P O F C O N C R E T E S L A B R I G I D P V C C O A T E D S T E E L E X T E N S I O N I F R E Q U I R E D R I G I D P V C C O A T E D S T E E L E L B O W , M I N 2 4 " R A D I U S , U N L E S S O T H E R W I S E N O T E D . C O N D U I T E N C A S E M E N T 3 " M I N I M U M . T R A N S I T I O N C O U P L I N G , R I G I D P V C C O A T E D S T E E L C O N D U I T T O S P E C I F I E D M A T E R I A L S E E S P E C I F I C A T I O N R E Q U I R E M E N T S A N D / O R D R A W I N G S F O R C O N D U I T M A T E R I A L . T Y P I C A L C O N D U I T R I S E R T E R M I N A T I N G I N C O N C R E T E S L A B W I T H E Q U I P M E N T B A S E N O S C A L E 2 " P R O J E C T I O N U N L E S S I N D I C A T E D O T H E R W I S E O N T H E D R A W I N G S R I G I D P V C C O A T E D S T E E L C O U P L I N G R I G I D P V C C O A T E D S T E E L C O U P L I N G TYPICAL EXOTHERMAL WELDTEE CONNECTIONSTRUCTURE CO L U M N G R O U N D I N G TYPICAL EX O T H E R M A L W E L D C O L U M N B A S E C O L U M N B A S E P L A T E G R A D E S O I L 4 / 0 A W G 3 / 4 " x 1 0 ' - 0 " G R O U N D R O D W E S C O / B L A C K B U R N C A T . N O . G 6 R O D T O C A B L E C L A M P C O N C R E T E 3 / 4 " x 1 0 ' - 0 " G R O U N D R O D W E S C O / B L A C K B U R N C A T . N O . G 6 R O D T O C A B L E C L A M P E L E V A T I O N T Y P I C A L G R O U N D T E S T S T A T I O N H A R G E R P A R T N O . G A W 1 2 1 2 1 8 H D CHAMFER NO SCALE G R I D C O N D U C T O R NOTE 1: REINFORCING STEEL SHALL BE INSTALLED WHEN DUCT BANKS ARELOCATED UNDER ROADS, VEHICLE TRAFFIC AREAS OR CONSTRUCTION CRANETRAVEL LIMIT. REINFORCEMENT SHALL EXTEND A MINIMUM OF 10 FEET FROMBEYOND THE BOUNDERIES OF THESE AREAS. REINFORCEMENT MAY BE SECURED TOINTERLOCKING CONDUIT SPACES.NOTE 2: GROUND CONDUCTOR SHALL MAINTAIN EARTH CONTACT THROUGHOUT THEDUCT BANK RUN. GROUND CONDUCTOR SHALL BE BONDED TO EACH GROUND RING ATTHE ORIGIN AND TERMINUS OF THE DUCT BANK ROUTE. GROUND CONDUCTOR SHALLBE BONDED TO THE GROUNDING SYSTEMS OF MANHOLES AND HANDHOLES.NOTE 3: CONDUIT DUCTBANKS THAT ARE NOT BENEATH ROADWAYS ARE NOTENCASED IN CONCRETE. CONDUITS ARE DIRECT BURIED AND CAPPED WITH 12"CONCRETE X WIDTH OF DUCTBANK. T Y P I C A L T R A F F I C R A T E D E L E C T R I C A L H A N D H O L E D E T A I L N O S C A L E # 4 / 0 G R O U N D C A B L E T O G R O U N D R O D O R G R O U N D R I N G G R O U N D R O D FD7000_PW PW FLDR: 175069....\50.3040 - Electrical Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION ELECTRICAL MISCELLANEOUS DETAILS E 1 5 8 7 1 4 1 1 7 5 0 6 9 BORDER.dwg JULY10FLE72713 PW FILE: 175069-E15.dwg CAS51073, 9/3/2013 8:25:13 AM FLE72713, 12/4/2013 2:38: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI THIS DRAWING WAS ORIGINALLY SEALED BY ANDREW JAMES TRUMAN, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 85838PE 1 . S E E D R A W I N G E 1 F O R E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S A N D G E N E R A L R E Q U I R E M E N T S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - LEGENDS AND ABBREVIATIONS SHEET 1 OF 3 I 1 8 8 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I1.dwg HER65178, 1/21/2014 8:47:38 AM HER65178, 8/30/2013 1:08: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - LEGENDS AND ABBREVIATIONS SHEET 2 OF 3 I 2 8 9 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I2.dwg HER65178, 1/20/2014 3:37:45 PM HER65178, 9/12/2013 3:10: D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - LEGENDS AND ABBREVIATIONS SHEET 3 OF 3 I 3 9 0 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I3.dwg HER65178, 1/20/2014 3:38:41 PM HER65178, 8/30/2013 10:03 FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - PUMPING STATION SHEET 1 OF 3 I 4 9 1 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I4.dwg HER65178, 1/27/2014 10:16:27 AM HER65178, 1/20/2014 5:29: NOTES:1.SEE LEGEND ON DRAWINGS I1, I2, AND I3.2.PROCESS CODE HAS BEEN LEFT OFF THE TAG NUMBER. PROCESS CODE IS"FNW" UNLESS OTHERWISE NOTED.3.AREA CODE HAS BEEN LEFT OF THE TAG NUMBER. AREA CODE IS "51"UNLESS OTHERWISE NOTED.4.LOCAL CONTROL DEVICES SUCH AS INDICATING LIGHTS OR SWITCHESLOCATED ON VFDS OR ON EQUIPMENT MAY NOT BE SHOWN ON THIS P&ID.D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - ENGINE GENERATOR I 7 9 4 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I7.dwg HER65178, 1/20/2014 4:52:23 PM HER65178, 1/17/2014 10:31 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION CONTROL SYSTEM BLOCK DIAGRAM I 8 9 5 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I8.dwg HER65178, 1/20/2014 4:53:38 PM HER65178, 1/10/2014 10:00 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - INSTALLATION DETAILS SHEET 2 OF 2 I 1 0 9 7 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I10.dwg HER65178, 1/20/2014 4:56:10 PM HER65178, 8/27/2013 12:26 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F R E C O R D D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . T H E C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . THIS DRAWING WAS ORIGINALLY SEALED BY JEFFREY S. MILLER, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 71116PE FD7000_PW 05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI FD7000_PW PW FLDR: 175069....\50.3080 - PID Drawings LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION P&ID - ENGINE GENERATOR RELAY PANEL DETAILS I 1 1 9 8 1 4 1 1 7 5 0 6 9 T E B T E B K B V J S M F E B R U A R Y 2 0 1 4 BORDER.dwg Oregon JSM Seal.dwg 1000HER65178 PW FILE: I11.dwg HER65178, 1/20/2014 4:57:38 PM HER65178, 8/30/2013 11:30 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE DRAWING LIST I 1 9 9 9 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM SHEETDESCRIPTION D W G S H E E T D E S C R I P T I O N D W G I19DRAWING LIST I 1 9 I 3 5 R A C K 1 , S L O T 2 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 2 O F 2 I 3 5 I20I/O DISTRIBUTION DETAILSSHEET 1 OF 2 I 2 0 I 3 6 R A C K 1 , S L O T 3 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 1 O F 2 I 3 6 I21I/O DISTRIBUTION DETAILSSHEET 2 OF 2 I 2 1 I 3 7 R A C K 1 , S L O T 3 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 2 O F 2 I 3 7 I22RESERVED FORFUTURE USE I 2 2 I 3 8 R A C K 1 , S L O T 4 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 1 O F 2 I 3 8 I23EXTERIOR LAYOUT DETAILS I 2 3 I 3 9 R A C K 1 , S L O T 4 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 2 O F 2 I 3 9 I24INTERIOR LAYOUT DETAILS I 2 4 I 4 0 R A C K 1 , S L O T 5 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 1 O F 2 I 4 0 I25AC/DC POWER DISTRIBUTIONSCHEMATIC DETAILS I 2 5 I 4 1 R A C K 1 , S L O T 5 D I G I T A L I N P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 2 O F 2 I 4 1 I26RACK 2, SLOT 1 ANALOG INPUT MODULESCHEMATIC DETAILS I 2 6 I 4 2 R A C K 1 , S L O T 6 D I G I T A L O U T P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 1 O F 2 I 4 2 I27RACK 2, SLOT 2 ANALOG INPUT MODULESCHEMATIC DETAILS I 2 7 I 4 3 R A C K 1 , S L O T 6 D I G I T A L O U T P U T M O D U L E S C H E M A T I C D E T A I L S S H E E T 2 O F 2 I 4 3 I28RACK 2, SLOT 3 ANALOG INPUT MODULESCHEMATIC DETAILS I 2 8 I 4 4 P L C C A B I N E T N E T W O R K C O N N E C T I O N D I A G R A M I 4 4 I29RACK 2, SLOT 4 ANALOG INPUT MODULESCHEMATIC DETAILS I 2 9 I 4 5 A N A L Y T I C A L E Q U I P M E N T P O W E R A N D S I G N A L P L U G D E T A I L S I 4 5 I30RACK 2, SLOT 5 ANALOG OUTPUT MODULESCHEMATIC DETAILS I 3 0 I 4 6 P H T R A N S M I T T E R E Q U I P M E N T C O N N E C T I O N D E T A I L I 4 6 I31RACK 2, SLOT 6 ANALOG OUTPUT MODULESCHEMATIC DETAILS I 3 1 I 4 7 C H L O R I N E A N A L Y Z E R E Q U I P M E N T C O N N E C T I O N D E T A I L I 4 7 I32RACK 1, SLOT 1 DIGITAL INPUT MODULESCHEMATIC DETAILS S H E E T 1 O F 2 I 3 2 I 4 8 F L O W M E T E R E Q U I P M E N T C O N N E C T I O N D E T A I L I 4 8 I33RACK 1, SLOT 1 DIGITAL INPUT MODULESCHEMATIC DETAILS S H E E T 2 O F 2 I 3 3 I 4 9 F L O W S W I T C H E Q U I P M E N T C O N N E C T I O N D E T A I L I 4 9 I34RACK 1, SLOT 2 DIGITAL INPUT MODULESCHEMATIC DETAILS S H E E T 1 O F 2 I 3 4 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE I/O DISTRIBUTION DETAILS SHEET 1 OF 2 I 2 0 1 0 0 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM I/OTagDescription C h a n n e l L o o p S h e e t I / O T a g D e s c r i p t i o n C h a n n e l L o o p S h e e t AIFNW51SI10BONITA PUMP STATION PUMP NO.1 VFD SPEED 0-100% R A C K 2 , S L O T 1 , C H A N N E L 0 I 2 6 D I F N W 5 1 H S 1 0 B O N I T A P U M P S T A T I O N P U M P N O . 1 I N R E M O T E R A C K 1 , S L O T 1 , C H A N N E L 0 I 3 2 AIFNW51SI20BONITA PUMP STATION PUMP NO.2 VFD SPEED 0-100% R A C K 2 , S L O T 1 , C H A N N E L 1 I 2 6 D I F N W 5 1 Y L 1 0 B O N I T A P U M P S T A T I O N P U M P N O . 1 R U N N I N G R A C K 1 , S L O T 1 , C H A N N E L 1 I 3 2 AIFNW51SI30BONITA PUMP STATION PUMP NO.3 VFD SPEED 0-100% R A C K 2 , S L O T 1 , C H A N N E L 2 I 2 6 D I F N W 5 1 Y A 1 0 B O N I T A P U M P S T A T I O N P U M P N O . 1 F A I L R A C K 1 , S L O T 1 , C H A N N E L 2 I 3 2 AIFNW51FI01BPS PRESSURE ZONE 410 DISCHARGE FLOW 0-12 MGD R A C K 2 , S L O T 1 , C H A N N E L 3 I 2 6 D I F N W 5 1 H S 1 1 B O N I T A P U M P S T A T I O N P U M P N O . 1 G E N E R A T O R A L L O W E D R A C K 1 , S L O T 1 , C H A N N E L 3 I 3 2 AIFNW51PI01BONITA PUMP STATION SUCTION PRESSURE 0-80 PSI R A C K 2 , S L O T 1 , C H A N N E L 4 I 2 6 D I F N W 5 1 H S 2 0 B O N I T A P U M P S T A T I O N P U M P N O . 2 I N R E M O T E R A C K 1 , S L O T 1 , C H A N N E L 4 I 3 2 AIFNW51PI02BPS PRESSURE ZONE 410 DISCHARGE PRESSURE - PRIMARY 0-160 PSI R A C K 2 , S L O T 1 , C H A N N E L 5 I 2 6 D I F N W 5 1 Y L 2 0 B O N I T A P U M P S T A T I O N P U M P N O . 2 R U N N I N G R A C K 1 , S L O T 1 , C H A N N E L 5 I 3 2 AIFNW51PI03BPS PRESSURE ZONE 410 DISCHARGE PRESSURE - SECONDARY 0-160 PSI R A C K 2 , S L O T 1 , C H A N N E L 6 I 2 6 D I F N W 5 1 Y A 2 0 B O N I T A P U M P S T A T I O N P U M P N O . 2 F A I L R A C K 1 , S L O T 1 , C H A N N E L 6 I 3 2 AISPARE R A C K 2 , S L O T 1 , C H A N N E L 7 I 2 6 D I F N W 5 1 H S 2 1 B O N I T A P U M P S T A T I O N P U M P N O . 2 G E N E R A T O R A L L O W E D R A C K 1 , S L O T 1 , C H A N N E L 7 I 3 2 AIFNW51AI81BONITA PUMP STATION WATER QUALITY SAMPLE pH 0-13 pH R A C K 2 , S L O T 2 , C H A N N E L 0 I 2 7 D I F N W 5 1 H S 3 0 B O N I T A P U M P S T A T I O N P U M P N O . 3 I N R E M O T E R A C K 1 , S L O T 1 , C H A N N E L 8 I 3 3 AIFNW51AI82BPS WATER QUALITY SAMPLE TOTAL CHLORINE RESIDUAL 0-5 PPM R A C K 2 , S L O T 2 , C H A N N E L 1 I 2 7 D I F N W 5 1 Y L 3 0 B O N I T A P U M P S T A T I O N P U M P N O . 3 R U N N I N G R A C K 1 , S L O T 1 , C H A N N E L 9 I 3 3 AIFNW51LI91BPS ENGINE GENERATOR FUEL LEVEL R A C K 2 , S L O T 2 , C H A N N E L 2 I 2 7 D I F N W 5 1 Y A 3 0 B O N I T A P U M P S T A T I O N P U M P N O . 3 F A I L R A C K 1 , S L O T 1 , C H A N N E L 1 0 I 3 3 AISPARE R A C K 2 , S L O T 2 , C H A N N E L 3 I 2 7 D I F N W 5 1 H S 3 1 B O N I T A P U M P S T A T I O N P U M P N O . 3 G E N E R A T O R A L L O W E D R A C K 1 , S L O T 1 , C H A N N E L 1 1 I 3 3 AISPARE R A C K 2 , S L O T 2 , C H A N N E L 4 I 2 7 D I F N W 5 1 Z I C 8 1 B P S Z O N E 4 1 0 I S O L A T I O N V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 1 , C H A N N E L 1 2 I 3 3 AISPARE R A C K 2 , S L O T 2 , C H A N N E L 5 I 2 7 D I F N W 5 1 Z I O 8 1 B P S Z O N E 4 1 0 I S O L A T I O N V A L V E F U L L Y O P E N R A C K 1 , S L O T 1 , C H A N N E L 1 3 I 3 3 AISPARE R A C K 2 , S L O T 2 , C H A N N E L 6 I 2 7 D I F N W 5 1 Z I C 8 2 B P S Z O N E 4 1 0 & 4 7 0 C E N T R A L I S O L A T I O N V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 1 , C H A N N E L 1 4 I 3 3 AISPARE R A C K 2 , S L O T 2 , C H A N N E L 7 I 2 7 D I F N W 5 1 Z I O 8 2 B P S Z O N E 4 1 0 & 4 7 0 C E N T R A L I S O L A T I O N V A L V E F U L L Y O P E N R A C K 1 , S L O T 1 , C H A N N E L 1 5 I 3 3 AIFNW51SI40BONITA PUMP STATION PUMP NO.4 VFD SPEED 0-100% R A C K 2 , S L O T 3 , C H A N N E L 0 I 2 8 D I F N W 5 1 Y I 8 1 B P S W A T E R Q U A L I T Y S A M P L E F L O W P R E S E N T 0 - 1 G P M R A C K 1 , S L O T 2 , C H A N N E L 0 I 3 4 AIFNW51SI50BONITA PUMP STATION PUMP NO.5 VFD SPEED (FUTURE) 0-100% R A C K 2 , S L O T 3 , C H A N N E L 1 I 2 8 D I F N W 5 1 Z I C 8 3 B P S Z O N E 4 7 0 I S O L A T I O N V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 2 , C H A N N E L 1 I 3 4 AIFNW51SI60BONITA PUMP STATION PUMP NO.6 VFD SPEED 0-100% R A C K 2 , S L O T 3 , C H A N N E L 2 I 2 8 D I F N W 5 1 Z I O 8 3 B P S Z O N E 4 7 0 I S O L A T I O N V A L V E F U L L Y O P E N R A C K 1 , S L O T 2 , C H A N N E L 2 I 3 4 AIFNW51FI71BPS PRESSURE ZONE 470 DISCHARGE FLOW 0-12 MGD R A C K 2 , S L O T 3 , C H A N N E L 3 I 2 8 D I F N W 5 1 Z I C 0 1 B P S Z O N E 4 1 0 S U R G E V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 2 , C H A N N E L 3 I 3 4 AIFNW51PI71BPS PRESSURE ZONE 470 DISCHARGE PRESSURE - PRIMARY 0-160 PSI R A C K 2 , S L O T 3 , C H A N N E L 4 I 2 8 D I F N W 5 1 Z I O 0 1 B P S Z O N E 4 1 0 S U R G E V A L V E O P E N R A C K 1 , S L O T 2 , C H A N N E L 4 I 3 4 AIFNW51PI72BPS PRESSURE ZONE 470 DISCHARGE PRESSURE - SECONDARY 0-160 PSI R A C K 2 , S L O T 3 , C H A N N E L 5 I 2 8 D I S P A R E R A C K 1 , S L O T 2 , C H A N N E L 5 I 3 4 AISPARE R A C K 2 , S L O T 3 , C H A N N E L 6 I 2 8 D I S P A R E R A C K 1 , S L O T 2 , C H A N N E L 6 I 3 4 AISPARE R A C K 2 , S L O T 3 , C H A N N E L 7 I 2 8 D I S P A R E R A C K 1 , S L O T 2 , C H A N N E L 7 I 3 4 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 8 I 2 9 D I S P A R E R A C K 1 , S L O T 2 , C H A N N E L 8 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 9 I 2 9 D I S P A R E R A C K 1 , S L O T 2 , C H A N N E L 9 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 0 I 2 9 D I F N W 5 1 N S 0 1 F N W 5 1 R I O 0 0 1 I N T R U S I O N S W I T C H R A C K 1 , S L O T 2 , C H A N N E L 1 0 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 1 I 2 9 D I F N W 5 1 J A O 2 F N W 5 1 R I O 0 0 1 2 4 V D C P O W E R S U P P L Y 1 F A I L R A C K 1 , S L O T 2 , C H A N N E L 1 1 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 2 I 2 9 D I F N W 5 1 J A O 3 F N W 5 1 R I O 0 0 1 2 4 V D C P O W E R S U P P L Y 2 F A I L R A C K 1 , S L O T 2 , C H A N N E L 1 2 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 3 I 2 9 D I F N W 5 1 J A O 4 F N W 5 1 R I O 0 0 1 U P S A L A R M R A C K 1 , S L O T 2 , C H A N N E L 1 3 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 4 I 2 9 D I F N W 5 1 J A O 5 F N W 5 1 R I O 0 0 1 U P S F A I L R A C K 1 , S L O T 2 , C H A N N E L 1 4 I 3 5 AISPARE R A C K 2 , S L O T 4 , C H A N N E L 1 5 I 2 9 D I F N W 5 1 J S 0 1 F N W 5 1 R I O 0 0 1 A C P O W E R F A I L R E L A Y R A C K 1 , S L O T 2 , C H A N N E L 1 5 I 3 5 AOFNW51SC10BONITA PUMP STATION PUMP NO.1 VFD SPEED CONTROL 0-100% R A C K 2 , S L O T 5 , C H A N N E L 0 I 3 0 D I F N W 5 1 Y I 9 1 B P S E N G I N E G E N E R A T O R R U N N I N G R A C K 1 , S L O T 3 , C H A N N E L 0 I 3 6 AOFNW51SC20BONITA PUMP STATION PUMP NO.2 VFD SPEED CONTROL 0-100% R A C K 2 , S L O T 5 , C H A N N E L 1 I 3 0 D I F N W 5 1 Y I 9 2 B P S E N G I N E G E N E R A T O R N O T I N A U T O R A C K 1 , S L O T 3 , C H A N N E L 1 I 3 6 AOFNW51SC30BONITA PUMP STATION PUMP NO.3 VFD SPEED CONTROL 0-100% R A C K 2 , S L O T 5 , C H A N N E L 2 I 3 0 D I F N W 5 1 Y A 9 1 B P S E N G I N E G E N E R A T O R F A I L R A C K 1 , S L O T 3 , C H A N N E L 2 I 3 6 AOSPARE R A C K 2 , S L O T 5 , C H A N N E L 3 I 3 0 D I F N W 5 1 N S 9 1 B P S E N G I N E G E N E R A T O R P A N E L I N T R U S I O N R A C K 1 , S L O T 3 , C H A N N E L 3 I 3 6 AOSPARE R A C K 2 , S L O T 5 , C H A N N E L 4 I 3 0 D I S P A R E R A C K 1 , S L O T 3 , C H A N N E L 4 I 3 6 AOSPARE R A C K 2 , S L O T 5 , C H A N N E L 5 I 3 0 D I F N W 5 1 N A 0 4 B P S E L E C T R I C A L R O O M I N T R U S I O N D E T E C T E D R A C K 1 , S L O T 3 , C H A N N E L 5 I 3 6 AOSPARE R A C K 2 , S L O T 5 , C H A N N E L 6 I 3 0 D I F N W 7 1 Z I C 0 1 B P S Z O N E 4 7 0 S U R G E V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 3 , C H A N N E L 6 I 3 6 AOSPARE R A C K 2 , S L O T 5 , C H A N N E L 7 I 3 0 D I F N W 7 1 Z I O 0 1 B P S Z O N E 4 7 0 S U R G E V A L V E O P E N R A C K 1 , S L O T 3 , C H A N N E L 7 I 3 6 AOFNW51SC40BONITA PUMP STATION PUMP NO.4 VFD SPEED CONTROL 0-100% R A C K 2 , S L O T 6 , C H A N N E L 0 I 3 1 D I F N W 5 1 N A 0 5 B P S M E C H A N I C A L R O O M I N T R U S I O N D E T E C T E D R A C K 1 , S L O T 3 , C H A N N E L 8 I 3 7 AOFNW51SC50BONITA PUMP STATION PUMP NO.5 VFD SPEED CONTROL (FUTURE) 0-100% R A C K 2 , S L O T 6 , C H A N N E L 1 I 3 1 D I F N W 5 1 Y A 9 2 B P S H V A C S Y S T E M G E N E R A L A L A R M R A C K 1 , S L O T 3 , C H A N N E L 9 I 3 7 AOFNW51SC60BONITA PUMP STATION PUMP NO.6 VFD SPEED 0-100% R A C K 2 , S L O T 6 , C H A N N E L 2 I 3 1 D I F N W 5 1 L S H 7 1 B P S F L O W M E T E R V A U L T H I G H L E V E L R A C K 1 , S L O T 3 , C H A N N E L 1 0 I 3 7 AOSPARE R A C K 2 , S L O T 6 , C H A N N E L 3 I 3 1 D I F N W 5 1 N S 7 1 B P S F L O W M E T E R V A U L T I N T R U S I O N D E T E C T E D R A C K 1 , S L O T 3 , C H A N N E L 1 1 I 3 7 AOSPARE R A C K 2 , S L O T 6 , C H A N N E L 4 I 3 1 D I F N W 5 1 N A 0 1 B P S P U M P R O O M I N T R U S I O N D E T E C T E D R A C K 1 , S L O T 3 , C H A N N E L 1 2 I 3 7 AOSPARE R A C K 2 , S L O T 6 , C H A N N E L 5 I 3 1 D I F N W 5 1 Z S O 8 0 D I S C H A R G E H E A D E R I S O L A T I O N V A L V E F U L L Y O P E N R A C K 1 , S L O T 3 , C H A N N E L 1 3 I 3 7 AOSPARE R A C K 2 , S L O T 6 , C H A N N E L 6 I 3 1 D I F N W 5 1 Z S C 8 1 D I S C H A R G E H E A D E R I S O L A T I O N V A L V E F U L L Y C L O S E D R A C K 1 , S L O T 3 , C H A N N E L 1 4 I 3 7 AOSPARE R A C K 2 , S L O T 6 , C H A N N E L 7 I 3 1 D I S P A R E R A C K 1 , S L O T 3 , C H A N N E L 1 5 I 3 7 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE I/O DISTRIBUTION DETAILS SHEET 2 OF 2 I 2 1 1 0 1 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM NOTE:THE PLC WILL MONITOR ADDITIONAL I/O POINTS OVER THE ETHERNET IP NETWORK FROM EACH VFD, POWE R M O N I T O R , A N D V E N D O R C O N T R O L P A N E L . SEE P&ID FOR MINIMUM DATA REQUIREMENTS AND DRAWING I8 FOR NETWORK DETAILS.I/OTagDescription C h a n n e l L o o p S h e e t I / O T a g D e s c r i p t i o n C h a n n e l L o o p S h e e t DIFNW51HS40BONITA PUMP STATION PUMP NO.4 IN REMOTE R A C K 1 , S L O T 4 , C H A N N E L 0 I 3 8 DIFNW51YL40BONITA PUMP STATION PUMP NO.4 RUNNING R A C K 1 , S L O T 4 , C H A N N E L 1 I 3 8 DIFNW51YA40BONITA PUMP STATION PUMP NO.4 FAIL R A C K 1 , S L O T 4 , C H A N N E L 2 I 3 8 DIFNW51HS41BONITA PUMP STATION PUMP NO.4 GENERATOR ALLOWED R A C K 1 , S L O T 4 , C H A N N E L 3 I 3 8 DIFNW51HS50BONITA PUMP STATION PUMP NO.5 IN REMOTE (FUTURE) R A C K 1 , S L O T 4 , C H A N N E L 4 I 3 8 DIFNW51YL50BONITA PUMP STATION PUMP NO.5 RUNNING (FUTURE) R A C K 1 , S L O T 4 , C H A N N E L 5 I 3 8 DIFNW51YA50BONITA PUMP STATION PUMP NO.5 FAIL (FUTURE) R A C K 1 , S L O T 4 , C H A N N E L 6 I 3 8 DIFNW51HS51BONITA PUMP STATION PUMP NO.5 GENERATOR ALLOWED R A C K 1 , S L O T 4 , C H A N N E L 7 I 3 8 DIFNW51HS60BONITA PUMP STATION PUMP NO.6 IN REMOTE R A C K 1 , S L O T 4 , C H A N N E L 8 I 3 9 DIFNW51YL60BONITA PUMP STATION PUMP NO.6 RUNNING R A C K 1 , S L O T 4 , C H A N N E L 9 I 3 9 DIFNW51YA60BONITA PUMP STATION PUMP NO.6 FAIL R A C K 1 , S L O T 4 , C H A N N E L 1 0 I 3 9 DIFNW51HS61BONITA PUMP STATION PUMP NO.6 GENERATOR ALLOWED R A C K 1 , S L O T 4 , C H A N N E L 1 1 I 3 9 DIFNW51YA106BPS PRESSURE ZONE 470 FLOW TRANSMITTER FAULT R A C K 1 , S L O T 4 , C H A N N E L 1 2 I 3 9 DIFNW51YA107BPS PRESSURE ZONE 470 REVERSE FLOW DETECTED R A C K 1 , S L O T 4 , C H A N N E L 1 3 I 3 9 DIFNW51YA102BPS WATER QUALITY SAMPLE pH TRANSMITTER FAULT R A C K 1 , S L O T 4 , C H A N N E L 1 4 I 3 9 DIFNW51YA103BPS WATER QUALITY SAMPLE CHLORINE TRANSMITTER FAULT R A C K 1 , S L O T 4 , C H A N N E L 1 5 I 3 9 DIFNW51YA104BPS PRESSURE ZONE 410 FLOW TRANSMITTER FAULT R A C K 1 , S L O T 5 , C H A N N E L 0 I 4 0 DIFNW51YA105BPS PRESSURE ZONE 410 REVERSE FLOW DETECTED R A C K 1 , S L O T 5 , C H A N N E L 1 I 4 0 DIFNW51FACP01BPS FIRE ALARM SYSTEM TROUBLE R A C K 1 , S L O T 5 , C H A N N E L 2 I 4 0 DIFNW51FACP02BPS FIRE ALARM SYSTEM ALARM R A C K 1 , S L O T 5 , C H A N N E L 3 I 4 0 DIFNW51PSLL01BPS PUMP STATION SUCTION LOW LOW PRESSURE 0-30 PSI R A C K 1 , S L O T 5 , C H A N N E L 4 I 4 0 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 5 I 4 0 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 6 I 4 0 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 7 I 4 0 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 8 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 9 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 0 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 1 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 2 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 3 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 4 I 4 1 DISPARE R A C K 1 , S L O T 5 , C H A N N E L 1 5 I 4 1 DOFNW51HS10BONITA PUMP STATION PUMP NO.1 RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 0 I 4 2 DOFNW51HS20BONITA PUMP STATION PUMP NO.2 RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 1 I 4 2 DOFNW51HS30BONITA PUMP STATION PUMP NO.3 RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 2 I 4 2 DOFNW51HS40BONITA PUMP STATION PUMP NO.4 RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 3 I 4 2 DOFNW51HS50BONITA PUMP STATION PUMP NO.5 RUN COMMAND (FUTURE) R A C K 1 , S L O T 6 , C H A N N E L 4 I 4 2 DOFNW51HS60BONITA PUMP STATION PUMP NO.6 RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 5 I 4 2 DOFNW51HS91BONITA PUMP STATION ENGINE GENERATOR RUN COMMAND R A C K 1 , S L O T 6 , C H A N N E L 6 I 4 2 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 7 I 4 2 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 8 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 9 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 0 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 1 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 2 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 3 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 4 I 4 3 DOSPARE R A C K 1 , S L O T 6 , C H A N N E L 1 5 I 4 3 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RESERVED FOR FUTURE USE I 2 2 1 0 2 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . I T E M Q T Y M A N U F A C T U R E R P A R T N U M B E R D E S C R I P T I O N 1 1 H O F F M A N A 7 2 7 2 1 2 U L P 7 2 X 7 2 X 1 2 F R E E S T A N D I N G E N C L O S U R E - 3 P O I N T L A T C H 2 1 H O F F M A N A 7 2 P 7 2 B A C K P A N E L F O R A B O V E E N C L O S U R E 3 2 H O F F M A N L F 1 2 0 V 1 5 1 5 " E N C L O S U R E L I G H T 4 1 N T R O N 5 1 6 T X - N E T H E R N E T S W I T C H 5 1 H O F F M A N C S D 2 0 2 0 6 2 0 X 2 0 X 6 C O N C E P T W A L L M O U N T E N C L O S U R E 6 2 E S T E E M 1 9 5 C E T H E R N E T R A D I O 7 2 P O L Y P H A S E R I S - B 5 0 L N - C 2 L I G H T N I N G A R R E S T O R 8 1 M A P L E S Y S T E M S O M I 5 1 2 1 A - C E 1 2 I N T O U C H S C R E E N 9 1 A L L E N B R A D L E Y 1 7 6 9 - E C R R I G H T E N D C A P T E R M I N A T O R 1 0 3 A L L E N B R A D L E Y 1 7 6 8 - E N B T C O M P A C T L O G I X L 4 X E T H E R N E T / I P B R I D G E M O D U L E 1 1 2 A L L E N B R A D L E Y 1 7 6 8 - L 4 3 C O M P A C T L O G I X L 4 3 P R O C E S S O R , 2 . 0 M M E M O R Y 1 2 2 A L L E N B R A D L E Y 1 7 6 8 - P B 3 C O M P A C T L O G I X 5 V / 2 4 V D C I N P U T N O N - R E D U N D A N T P O W E R S U P P L Y 1 3 1 A L L E N B R A D L E Y 1 7 6 9 - C R R 1 R I G H T B A N K - T O - R I G H T B A N K E X P A N S I O N ( 3 0 5 M M ) 1 4 1 A L L E N B R A D L E Y 1 7 6 9 - E C L L E F T E N D C A P T E R M I N A T O R 1 5 4 A L L E N B R A D L E Y 1 7 6 9 - I F 8 8 C H A N N E L A N A L O G C U R R E N T I N P U T M O D U L E 1 6 5 A L L E N B R A D L E Y 1 7 6 9 - I Q 1 6 1 6 P O I N T 2 4 V D C S I N K I N G / S O U R C I N G I N P U T M O D U L E 1 7 1 A L L E N B R A D L E Y 1 7 6 9 - O B 1 6 1 6 P O I N T S O U R C I N G O U T P U T M O D U L E 1 8 2 A L L E N B R A D L E Y 1 7 6 9 - O F 8 C 8 C H A N N E L A N A L O G C U R R E N T O U T P U T M O D U L E 1 9 1 A L L E N B R A D L E Y 1 7 6 9 - P A 2 1 2 0 / 2 4 0 V A C P O W E R S U P P L Y 2 0 2 A L L E N B R A D L E Y 1 4 9 2 - G S 1 G 1 5 0 1 5 A C I R C U I T B R E A K E R 2 1 1 E A T O N 0 5 1 4 6 6 2 9 - 5 5 9 1 1 0 0 0 V A U P S 2 2 1 6 A L L E N B R A D L E Y 7 0 0 - H L T 1 Z 2 4 T E R M I N A L B L O C K R E L A Y 2 4 V D C 2 3 2 3 9 E N T R E L E C 1 1 5 4 8 6 0 3 T E R M I N A L B L O C K , G R E Y 2 4 1 6 E N T R E L E C 1 6 5 4 8 8 2 7 T E R M I N A L B L O C K , G R E E N , G N D 2 5 1 0 E N T R E L E C 1 1 5 6 6 1 2 1 F U S E D T E R M I N A L B L O C K , N E O N 1 2 0 V A C 2 6 1 5 8 E N T R E L E C 1 1 6 6 6 1 2 3 F U S E D T E R M I N A L B L O C K , 2 4 V D C I N D I C A T O R 2 7 A R E N T R E L E C 1 0 3 0 0 2 2 6 E N D S T O P 2 8 A R E N T R E L E C 1 1 4 9 9 4 0 7 E N D S E C T I O N 2 9 A R B U S S M A N G M A - 1 R 1 A M P F U S E , 5 X 2 0 3 0 A R B U S S M A N G M A - 2 R 2 A M P F U S E , 5 X 2 1 3 1 A R B U S S M A N G M A - 5 R 5 A M P F U S E , 5 X 2 2 3 2 A R B U S S M A N G M A - 1 5 R 1 5 A M P F U S E , 5 X 2 3 3 3 1 P H O E N I X 5 6 0 0 4 6 1 D U P L E X R E C P T 1 5 A D I N M T P L A S T C 3 4 2 S O L A S D N 1 0 - 2 4 - 1 0 0 C 2 4 V D C P O W E R S U P P L Y , 1 0 A 3 5 1 S O L A S D N 2 . 5 / 2 0 R E D 2 4 V D C P O W E R S U P P L Y R E D U N D A N C Y M O D U L E 3 6 A R S I E M E N S 5 S T 1 1 4 6 D I N R A I L 3 5 X 7 . 5 M M X 2 M 6 . 5 3 7 A R A L L E N B R A D L E Y 1 4 9 2 - D R 6 H I G H R I S E D I N R A I L P E R 1 M 3 8 A R T H O M A S & B E T T S T Y 2 X 4 N P W 6 2 X 4 D U C T W H I T E N A R R O W 3 9 A R T H O M A S & B E T T S T Y 2 C P W 6 C O V E R 2 W I D E W H I T E C V R 4 0 A R T H O M A S & B E T T S T Y 3 X 4 N P W 6 3 X 4 D U C T W H I T E N A R R O W 4 1 A R T H O M A S & B E T T S T Y 3 C P W 6 C O V E R 3 W I D E W H I T E C V R 4 2 1 A L L E N B R A D L E Y 1 4 9 2 - G S 1 G 2 0 0 2 0 A C I R C U I T B R E A K E R 4 3 1 S Y C O M S Y C - 1 2 0 - H W S U R G E A R R E S T O R 4 4 2 P H O E N I X 5 6 0 0 5 2 5 D U P L E X R E C P T 2 0 A D I N M T P L A S T C 4 5 1 E A T O N H H - 1 0 3 0 4 2 3 6 G R O U N D B A R 4 6 1 S T A N D A R D 5 0 8 U L L A B E L ( N I T W ) I N D U S T R I A L C O N T R O L P A N E L D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE EXTERIOR LAYOUT DETAILS I 2 3 1 0 3 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM NOTE:ALL DIMENSIONSARE IN INCHES B I L L O F M A T E R I A L S LAYOUT 1 2 7284FNW 51 RTU-123 F N W 5 1 O I T - 1 2 3 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . CB120A TB1TB3TB10 T B 1 4 T B 2 1 3X4 WIREWAY2X4 WIREWAY2X4 WIREWAY2X4 WIREWAY 2X4 WIREWAY 2X4 WIREWAY 3X4 WIREWAY 3X4 WIREWAY 3X4 WIREWAYD7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE INTERIOR LAYOUT DETAILS I 2 4 1 0 4 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 3X4 WIREWAY B I L L O F M A T E R I A L S LAYOUT T B 1 2 T B 1 5 TB16 TB18TB19TB21TB22 I T E M Q T Y M A N U F A C T U R E R P A R T N U M B E R D E S C R I P T I O N 1 1 H O F F M A N A 7 2 7 2 1 2 U L P 7 2 X 7 2 X 1 2 F R E E S T A N D I N G E N C L O S U R E - 3 P O I N T L A T C H 2 1 H O F F M A N A 7 2 P 7 2 B A C K P A N E L F O R A B O V E E N C L O S U R E 3 2 H O F F M A N L F 1 2 0 V 1 5 1 5 " E N C L O S U R E L I G H T 4 1 N T R O N 5 1 6 T X - N E T H E R N E T S W I T C H 5 1 H O F F M A N C S D 2 0 2 0 6 2 0 X 2 0 X 6 C O N C E P T W A L L M O U N T E N C L O S U R E 6 2 E S T E E M 1 9 5 C E T H E R N E T R A D I O 7 2 P O L Y P H A S E R I S - B 5 0 L N - C 2 L I G H T N I N G A R R E S T O R 8 1 M A P L E S Y S T E M S O M I 5 1 2 1 A - C E 1 2 I N T O U C H S C R E E N 9 1 A L L E N B R A D L E Y 1 7 6 9 - E C R R I G H T E N D C A P T E R M I N A T O R 1 0 3 A L L E N B R A D L E Y 1 7 6 8 - E N B T C O M P A C T L O G I X L 4 X E T H E R N E T / I P B R I D G E M O D U L E 1 1 2 A L L E N B R A D L E Y 1 7 6 8 - L 4 3 C O M P A C T L O G I X L 4 3 P R O C E S S O R , 2 . 0 M M E M O R Y 1 2 2 A L L E N B R A D L E Y 1 7 6 8 - P B 3 C O M P A C T L O G I X 5 V / 2 4 V D C I N P U T N O N - R E D U N D A N T P O W E R S U P P L Y 1 3 1 A L L E N B R A D L E Y 1 7 6 9 - C R R 1 R I G H T B A N K - T O - R I G H T B A N K E X P A N S I O N ( 3 0 5 M M ) 1 4 1 A L L E N B R A D L E Y 1 7 6 9 - E C L L E F T E N D C A P T E R M I N A T O R 1 5 4 A L L E N B R A D L E Y 1 7 6 9 - I F 8 8 C H A N N E L A N A L O G C U R R E N T I N P U T M O D U L E 1 6 5 A L L E N B R A D L E Y 1 7 6 9 - I Q 1 6 1 6 P O I N T 2 4 V D C S I N K I N G / S O U R C I N G I N P U T M O D U L E 1 7 1 A L L E N B R A D L E Y 1 7 6 9 - O B 1 6 1 6 P O I N T S O U R C I N G O U T P U T M O D U L E 1 8 2 A L L E N B R A D L E Y 1 7 6 9 - O F 8 C 8 C H A N N E L A N A L O G C U R R E N T O U T P U T M O D U L E 1 9 1 A L L E N B R A D L E Y 1 7 6 9 - P A 2 1 2 0 / 2 4 0 V A C P O W E R S U P P L Y 2 0 2 A L L E N B R A D L E Y 1 4 9 2 - G S 1 G 1 5 0 1 5 A C I R C U I T B R E A K E R 2 1 1 E A T O N 0 5 1 4 6 6 2 9 - 5 5 9 1 1 0 0 0 V A U P S 2 2 1 6 A L L E N B R A D L E Y 7 0 0 - H L T 1 Z 2 4 T E R M I N A L B L O C K R E L A Y 2 4 V D C 2 3 2 3 9 E N T R E L E C 1 1 5 4 8 6 0 3 T E R M I N A L B L O C K , G R E Y 2 4 1 6 E N T R E L E C 1 6 5 4 8 8 2 7 T E R M I N A L B L O C K , G R E E N , G N D 2 5 1 0 E N T R E L E C 1 1 5 6 6 1 2 1 F U S E D T E R M I N A L B L O C K , N E O N 1 2 0 V A C 2 6 1 5 8 E N T R E L E C 1 1 6 6 6 1 2 3 F U S E D T E R M I N A L B L O C K , 2 4 V D C I N D I C A T O R 2 7 A R E N T R E L E C 1 0 3 0 0 2 2 6 E N D S T O P 2 8 A R E N T R E L E C 1 1 4 9 9 4 0 7 E N D S E C T I O N 2 9 A R B U S S M A N G M A - 1 R 1 A M P F U S E , 5 X 2 0 3 0 A R B U S S M A N G M A - 2 R 2 A M P F U S E , 5 X 2 1 3 1 A R B U S S M A N G M A - 5 R 5 A M P F U S E , 5 X 2 2 3 2 A R B U S S M A N G M A - 1 5 R 1 5 A M P F U S E , 5 X 2 3 3 3 1 P H O E N I X 5 6 0 0 4 6 1 D U P L E X R E C P T 1 5 A D I N M T P L A S T C 3 4 2 S O L A S D N 1 0 - 2 4 - 1 0 0 C 2 4 V D C P O W E R S U P P L Y , 1 0 A 3 5 1 S O L A S D N 2 . 5 / 2 0 R E D 2 4 V D C P O W E R S U P P L Y R E D U N D A N C Y M O D U L E 3 6 A R S I E M E N S 5 S T 1 1 4 6 D I N R A I L 3 5 X 7 . 5 M M X 2 M 6 . 5 3 7 A R A L L E N B R A D L E Y 1 4 9 2 - D R 6 H I G H R I S E D I N R A I L P E R 1 M 3 8 A R T H O M A S & B E T T S T Y 2 X 4 N P W 6 2 X 4 D U C T W H I T E N A R R O W 3 9 A R T H O M A S & B E T T S T Y 2 C P W 6 C O V E R 2 W I D E W H I T E C V R 4 0 A R T H O M A S & B E T T S T Y 3 X 4 N P W 6 3 X 4 D U C T W H I T E N A R R O W 4 1 A R T H O M A S & B E T T S T Y 3 C P W 6 C O V E R 3 W I D E W H I T E C V R 4 2 1 A L L E N B R A D L E Y 1 4 9 2 - G S 1 G 2 0 0 2 0 A C I R C U I T B R E A K E R 4 3 1 S Y C O M S Y C - 1 2 0 - H W S U R G E A R R E S T O R 4 4 2 P H O E N I X 5 6 0 0 5 2 5 D U P L E X R E C P T 2 0 A D I N M T P L A S T C 4 5 1 E A T O N H H - 1 0 3 0 4 2 3 6 G R O U N D B A R 4 6 1 S T A N D A R D 5 0 8 U L L A B E L ( N I T W ) I N D U S T R I A L C O N T R O L P A N E L TB11 T B 1 3 TB202X4 WIREWAYTB17 E S T E E M ESTEEM15ATB215ACB2CB3RECPT1RECPT2RECPT3PS1PS2RED1CB1CB2CB3RADIO1 R A D I O 2 ENCLOSURE TAG ENGRAVINGFONT IS COURIER - WHITE PLASTIC 1/2IN HIGH ENGRAVED LETTERING ON A BLACK BAC K G R O U N D FNW 51 RTU-123FNW 51 OIT-123 COMPONENT TAG ENGRAVINGFONT IS COURIER - WHITE PLASTIC 1/4IN HIGH ENGRAVED LETTERING ON A BLACK BAC K G R O U N D CB1RACK1RECPT2CB2RACK2RECPT3CB3RADIO1PS1RADIO2PS2RECPT1 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1500RECPT2TB2-CB2TB2-CB5 TB1-F1TB2-CB3 TB1-F2TB2-CB4 L1N PANEL LIGHTTB1-F1 T B 3 - F 1 2 R A C K 1 P O W E R S U P P L Y + 2 4 C T B 3 - F 1 3 + 2 4 C R A C K 2 P O W E R S U P P L Y 15011502150315041505150615071508150915101511151215131514151515161517 1 5 1 8 1 5 1 9 1 5 2 0 1 5 2 1 1 5 2 2 1 5 2 3 1 5 2 4 1 5 2 5 1 5 2 6 1 5 2 7 1 5 2 8 1 5 2 9 1 5 3 0 1 5 3 1 1 5 3 2 1 5 3 3 1 5 3 4 1 5 3 5 TB2-F1 T B 1 T B 1 T B 1 T B 1 T B 1 T B 1 T B 1 T B 1 T B 1 T B 3 - F 1 T B 3 T B 3 - F 2 T B 3 - F 3 T B 3 - F 4 T B 3 - F 5 T B 3 T B 3 T B 3 T B 3 D I G I T A L O U T P U T C A R D 1 A N A L O G O U T P U T C A R D S P A N E L V I E W T B 3 - F 6 T B 3 T B 3 - F 7 T B 3 T B 3 - F 8 UPS-L1AMODEMVPN FIREWALLPS2 POWER SUPPLY TB1-F2POWER SUPPLY TB2-F2 T B 1 TB2-F2 2 4 V D C R E D U N D A N C Y M O D U L E + 2 4 I N + 2 4 I N + 2 4 O U T C O M T B 3 T B 3 E T H E R N E T / I P T A P 1 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE AC/DC POWER DISTRIBUTION SCHEMATIC DETAILS I 2 5 1 0 5 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 24VDC24VDC R E C P T 3 T B 1 R A D I O 2 TB1-CB2TB2-CB1 LNSURGEARRESTOR H M I N E T W O R K S W I T C H T B 3 - F 1 4 + 2 4 C R A C K 3 P O W E R S U P P L Y RADIO1 T B 3 - F 9 T B 3 - F 1 0 T B 3 - F 1 1 T B 3 - F 1 2 T B 3 - F 1 3 F N W 5 1 F I T 0 1 P R E S S U R E Z O N E 4 1 0 F L O W M E T E R T B 3 - F 7 F N W 5 1 F I T 7 1 P R E S S U R E Z O N E 4 7 0 F L O W M E T E R T B 3 - F 8 F N W 5 1 A I T 8 1 W A T E R Q U A L I T Y S A M P L E p H T R A N S M I T T E R T B 3 - F 9 F N W 5 1 A I T 8 2 W A T E R Q U A L I T Y S A M P L E T O T A L C H L O R I N E T R A N S M I T T E R T B 3 - F 1 0 T B 3 T B 3 T B 3 T B 3 T B 3 T B 3 TB2-F3 T B 1 F N W 5 1 F S H 8 1 W A T E R Q U A L I T Y S A M P L E F L O W S W I T C H T B 3 - F 1 1 S E E D E T A I L S I 4 8 . D W G S E E D E T A I L S I 4 8 . D W G S E E D E T A I L S I 4 6 . D W G S E E D E T A I L S I 4 7 . D W G S E E D E T A I L S I 4 9 . D W G TB1-CB2 UPS LINE POWERUNINTERRUPTIBLE POWER SOURCE U P S O U T P U T P O W E R UPS-L1 U P S - N TB2-CB1WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL PS1 P S 5 P S 4 P S 3 R E D 1 T B 3 - F 1 4 T B 3 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K R E D D K B L U L T B L U D K B L U L T B L U B L K R E D B L K L T B L U P U R P D K B L U 210021012102210321042105210621072108210921102111211221132114211521162117 + 2 4 T B 1 0 T B 1 0 - 2 T B 1 0 - 3 T B 1 0 T B 1 0 T B 1 0 T B 1 0 T B 1 0 T B 1 0 T B 1 0 REDBLK+-REDBLK+-REDBLK+-REDBLK+-REDBLK+-REDBLK+-REDBLK+-D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 1 ANALOG INPUT MODULE SCHEMATIC DETAILS I 2 6 1 0 6 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM R E D B L K R E D B L K R E D B L K R E D B L K R E D B L K R E D B L K R E D B L K A L L E N - B R A D L E Y 1 7 6 9 - I F 8 A N A L O G I N P U T M O D U L E R A C K 2 , S L O T 1 3 i I N 0 + 7 1 1 1 5 C H 0 C H 1 C H 2 C H 3 V / i I N 0 - 6 1 0 1 4 2 A N A L O G C O M 4 8 1 2 1 6 i I N 1 + V / i I N 1 - A N A L O G C O M i I N 2 + V / i I N 2 - A N A L O G C O M i I N 3 + V / i I N 3 - A N A L O G C O M 2 1 C H 4 2 0 2 2 i I N 4 + V / i I N 4 - A N A L O G C O M 2 5 C H 5 2 4 2 6 i I N 5 + V / i I N 5 - A N A L O G C O M 2 9 C H 6 2 8 3 0 i I N 6 + V / i I N 6 - A N A L O G C O M 3 3 C H 7 3 2 3 4 i I N 7 + V / i I N 7 - A N A L O G C O M WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 212021212122212321242125212621272128212921302131213221332134213521362137 T B 1 1 T B 1 1 T B 1 1 T B 1 1 T B 1 1 T B 1 1 T B 1 1 T B 1 1 REDBLK+-D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 2 ANALOG INPUT MODULE SCHEMATIC DETAILS I 2 7 1 0 7 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM R E D B L K A L L E N - B R A D L E Y 1 7 6 9 - I F 8 A N A L O G I N P U T M O D U L E R A C K 2 , S L O T 2 R E D B L K S H L D R E D B L K S H L D J 1 - P I N 1 J 1 - P I N 1 S E E D E T A I L S I 4 6 . D W G J 1 - P I N 2 J 1 - P I N 2 J 1 - P I N 5 J 1 - P I N 5 REDBLK+- R E D B L K R E D B L K S H L D R E D B L K S H L D J 1 - P I N 1 J 1 - P I N 1 S E E D E T A I L S I 4 7 . D W G J 1 - P I N 2 J 1 - P I N 2 J 1 - P I N 5 J 1 - P I N 5 3 I I N 0 + C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 C H 6 C H 7 V / I I N 0 - 2 1 V I N 0 + A N L G C O M 4 7 I I N 1 + V / I I N 1 - 6 5 V I N 1 + A N L G C O M 8 1 1 I I N 2 + V / I I N 2 - 1 0 9 V I N 2 + A N L G C O M 1 2 1 5 I I N 3 + V / I I N 3 - 1 4 1 3 V I N 3 + A N L G C O M 1 6 2 1 I I N 4 + V / I I N 4 - 2 0 1 9 V I N 4 + A N L G C O M 2 2 2 5 I I N 5 + V / I I N 5 - 2 4 2 3 V I N 5 + A N L G C O M 2 6 2 9 I I N 6 + V / I I N 6 - 2 8 2 7 V I N 6 + A N L G C O M 3 0 3 3 I I N 7 + V / I I N 7 - 3 2 3 1 V I N 7 + A N L G C O M 3 4 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL REDBLK+- R E D B L K THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 T U R C K C O N D U L E T T U R C K C O N D U L E T 2140 T B 1 2 T B 1 2 T B 1 2 T B 1 2 T B 1 2 T B 1 2 T B 1 2 T B 1 2 21412142214321442145214621472148214921502151215221532154215521562157REDBLK+-REDBLK+-REDBLK+-REDBLK+-REDBLK+-REDBLK+-D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 3 ANALOG INPUT MODULE SCHEMATIC DETAILS I 2 8 1 0 8 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM R E D B L K R E D B L K R E D B L K R E D B L K R E D B L K R E D B L K A L L E N - B R A D L E Y 1 7 6 9 - I F 8 A N A L O G I N P U T M O D U L E R A C K 2 , S L O T 3 R E D B L K S H L D R E D B L K S H L D J 1 - P I N 1 J 1 - P I N 1 S E E D E T A I L S I 4 5 . D W G J 1 - P I N 2 J 1 - P I N 2 J 1 - P I N 5 J 1 - P I N 5 R E D B L K S H L D R E D B L K S H L D J 1 - P I N 1 J 1 - P I N 1 S E E D E T A I L S I 4 5 . D W G J 1 - P I N 2 J 1 - P I N 2 J 1 - P I N 5 J 1 - P I N 5 3 I I N 0 + C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 C H 6 C H 7 V / I I N 0 - 2 1 V I N 0 + A N L G C O M 4 7 I I N 1 + V / I I N 1 - 6 5 V I N 1 + A N L G C O M 8 1 1 I I N 2 + V / I I N 2 - 1 0 9 V I N 2 + A N L G C O M 1 2 1 5 I I N 3 + V / I I N 3 - 1 4 1 3 V I N 3 + A N L G C O M 1 6 2 1 I I N 4 + V / I I N 4 - 2 0 1 9 V I N 4 + A N L G C O M 2 2 2 5 I I N 5 + V / I I N 5 - 2 4 2 3 V I N 5 + A N L G C O M 2 6 2 9 I I N 6 + V / I I N 6 - 2 8 2 7 V I N 6 + A N L G C O M 3 0 3 3 I I N 7 + V / I I N 7 - 3 2 3 1 V I N 7 + A N L G C O M 3 4 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 T U R C K C O N D U L E T T U R C K C O N D U L E T 2160 T B 1 3 T B 1 3 T B 1 3 T B 1 3 T B 1 3 T B 1 3 T B 1 3 T B 1 3 21612162216321642165216621672168216921702171217221732174217521762177D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 4 ANALOG INPUT MODULE SCHEMATIC DETAILS I 2 9 1 0 9 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM A L L E N - B R A D L E Y 1 7 6 9 - I F 8 A N A L O G I N P U T M O D U L E R A C K 2 , S L O T 4 3 I I N 0 + C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 C H 6 C H 7 V / I I N 0 - 2 1 V I N 0 + A N L G C O M 4 7 I I N 1 + V / I I N 1 - 6 5 V I N 1 + A N L G C O M 8 1 1 I I N 2 + V / I I N 2 - 1 0 9 V I N 2 + A N L G C O M 1 2 1 5 I I N 3 + V / I I N 3 - 1 4 1 3 V I N 3 + A N L G C O M 1 6 2 1 I I N 4 + V / I I N 4 - 2 0 1 9 V I N 4 + A N L G C O M 2 2 2 5 I I N 5 + V / I I N 5 - 2 4 2 3 V I N 5 + A N L G C O M 2 6 2 9 I I N 6 + V / I I N 6 - 2 8 2 7 V I N 6 + A N L G C O M 3 0 3 3 I I N 7 + V / I I N 7 - 3 2 3 1 V I N 7 + A N L G C O M 3 4 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 3 1 0 0 3 1 0 1 3 1 0 2 3 1 0 3 3 1 0 4 3 1 0 5 3 1 0 6 3 1 0 7 3 1 0 8 3 1 0 9 3 1 1 0 3 1 1 1 3 1 1 2 3 1 1 3 3 1 1 4 3 1 1 5 3 1 1 6 3 1 1 7 18 174681012 ALLEN-BRADLEY1769-OF8CANALOG OUTPUT MODULERACK 2, SLOT 5IOUT-0ANALOG COM CH0IOUT-1CH1IOUT-2CH2IOUT-4CH4IOUT-5CH5 CH3IOUT-314IOUT-6CH616IOUT-7CH7 BONITA PUMP STATIONTB14TB14TB14TB14TB14TB14TB14TB14 + - R E D B L K + - R E D B L K D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 5 ANALOG OUTPUT MODULE SCHEMATIC DETAILS I 3 0 1 1 0 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM + - R E D B L K 3ANALOG COM5ANALOG COM7ANALOG COM9ANALOG COM11ANALOG COM13ANALOG COM15ANALOG COM DC NEUT+24VDCWIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 3 1 2 0 PUMP NO.4 VFD SPEED CONTROL + - R E D B L K + - R E D B L K + - R E D B L K D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 2, SLOT 6 ANALOG OUTPUT MODULE SCHEMATIC DETAILS I 3 1 1 1 1 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 1 24681012 ALLEN-BRADLEY1769-OF8CANALOG OUTPUT MODULERACK 2, SLOT 6IOUT-0ANALOG COM CH0IOUT-1CH1IOUT-2CH2IOUT-4CH4IOUT-5CH5 CH3IOUT-314IOUT-6CH616IOUT-7CH7 TB15TB15TB15TB15TB15TB15TB15TB153ANALOG COM5ANALOG COM7ANALOG COM9ANALOG COM11ANALOG COM13ANALOG COM15ANALOG COM 18 17DC NEUT+24VDC 3 1 2 1 3 1 2 2 3 1 2 3 3 1 2 4 3 1 2 5 3 1 2 6 3 1 2 7 3 1 2 8 3 1 2 9 3 1 3 0 3 1 3 1 3 1 3 2 3 1 3 3 3 1 3 4 3 1 3 5 3 1 3 6 3 1 3 7 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 410041014102410341044105410641074108410941104111411241134114411541164117 A L L E N - B R A D L E Y 1 7 6 9 - I Q 1 6 D I G I T A L I N P U T M O D U L E R A C K 1 , S L O T 1 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 1 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 3 2 1 1 2 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 1 I N - 0 2 3 4 5 6 C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 7 8 C H 6 C H 7 I N - 1 I N - 2 I N - 3 I N - 4 I N - 5 I N - 6 I N - 7 C O N T I N U E D O N N E X T S H E E T 9 D C C O M 1 T B 1 6 T B 1 6 T B 1 6 T B 1 6 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K R E D B L U B R N O R G B L K R E D B L U B R N O R G TBA-300TBA-301TBA-305TBA-303TBA-307TBA-300TBA-301TBA-305TBA-303TBA-307 TBA-304TBA-302TBA-306TBA-304TBA-302TBA-306 412041214122412341244125412641274128412941304131413241334134413541364137D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 1 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 3 3 1 1 3 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM C O N T I N U E D O N P R E V I O U S S H E E T I N - 8 C H 8 C H 9 C H 1 0 C H 1 1 C H 1 2 C H 1 3 C H 1 4 C H 1 5 I N - 9 I N - 1 0 I N - 1 1 I N - 1 2 I N - 1 3 I N - 1 4 I N - 1 5 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 T B 1 6 1 1 1 0 1 3 1 2 1 5 1 4 1 7 1 6 1 8 D C C O M 2 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K R E D B L U B R N O R G TBA-300TBA-301TBA-305TBA-303TBA-307 TBA-304TBA-302TBA-306COMCOMCOMCOM R E D Y E L R E D Y E L B L K B L U B L K B L U N/ON/ON/ON/O 4140 A L L E N - B R A D L E Y 1 7 5 6 - I B 1 6 D I G I T A L I N P U T M O D U L E R A C K 1 , S L O T 2 41414142414341444145414641474148414941504151415241534154415541564157D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 2 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 3 4 1 1 4 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 1 I N - 0 2 3 4 5 6 C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 7 8 C H 6 C H 7 I N - 1 I N - 2 I N - 3 I N - 4 I N - 5 I N - 6 I N - 7 C O N T I N U E D O N N E X T S H E E T 9 D C C O M 1 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . COMCOM R E D Y E L B L K B L U N/ON/OCOMCOM R E D Y E L B L K B L U N/ON/O R E D B L K 1COMN/O 416041614162416341644165416641674168416941704171417241734174417541764177D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 2 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 3 5 1 1 5 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM C O N T I N U E D O N P R E V I O U S S H E E T I N - 8 C H 8 C H 9 C H 1 0 C H 1 1 C H 1 2 C H 1 3 C H 1 4 C H 1 5 I N - 9 I N - 1 0 I N - 1 1 I N - 1 2 I N - 1 3 I N - 1 4 I N - 1 5 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 T B 1 7 1 1 1 0 1 3 1 2 1 5 1 4 1 7 1 6 1 8 D C C O M 2 T B 1 7 T B 1 7 T B 1 7 T B 1 7 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 3 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 3 6 1 1 6 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 4180 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 A L L E N - B R A D L E Y 1 7 5 6 - I B 1 6 D I G I T A L I N P U T M O D U L E R A C K 1 , S L O T 3 1 I N - 0 2 3 4 5 6 C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 7 8 C H 6 C H 7 I N - 1 I N - 2 I N - 3 I N - 4 I N - 5 I N - 6 I N - 7 C O N T I N U E D O N N E X T S H E E T 9 D C C O M 1 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 41814182418341844185418641874188418941904191419241934194419541964197 T B 1 8 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K Y E L R E D B R N B L U O R G 1381012BLKBLKBLKYELCOMCOM R E D B R N B L K B L U N/ON/O O R G B R N WHTBLKBLKBLU D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 3 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 3 7 1 1 7 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 4200 C O N T I N U E D O N P R E V I O U S S H E E T I N - 8 C H 8 C H 9 C H 1 0 C H 1 1 C H 1 2 C H 1 3 C H 1 4 C H 1 5 I N - 9 I N - 1 0 I N - 1 1 I N - 1 2 I N - 1 3 I N - 1 4 I N - 1 5 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 T B 1 8 42014202420342044205420642074208420942104211421242134214421542164217 T B 1 8 T B 1 8 T B 1 8 1 1 1 0 1 3 1 2 1 5 1 4 1 7 1 6 1 8 D C C O M 2 T B 1 8 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL NS-1NS-2-1NS-3-2 THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L U Y E L B L U O R G R E D R E D B R N B L K R E D B L K B L K B L U Y E L R E D COMN/ON/ON/ON/ON/O COMCOMCOMCOMNS-3-1 NS-2-2 OPENS ON HIGHLEVEL R19-2 4220 A L L E N - B R A D L E Y 1 7 5 6 - I B 1 6 D I G I T A L I N P U T M O D U L E R A C K 1 , S L O T 4 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 4 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 3 8 1 1 8 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 1 I N - 0 2 3 4 5 6 C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 7 8 C H 6 C H 7 I N - 1 I N - 2 I N - 3 I N - 4 I N - 5 I N - 6 I N - 7 C O N T I N U E D O N N E X T S H E E T 9 D C C O M 1 42214222422342244225422642274228422942304231423242334234423542364237 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K R E D B L U B R N O R G TBA-300TBA-301TBA-305TBA-303TBA-307 TBA-304TBA-302TBA-306 4240D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 4 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 3 9 1 1 9 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM C O N T I N U E D O N P R E V I O U S S H E E T I N - 8 C H 8 C H 9 C H 1 0 C H 1 1 C H 1 2 C H 1 3 C H 1 4 C H 1 5 I N - 9 I N - 1 0 I N - 1 1 I N - 1 2 I N - 1 3 I N - 1 4 I N - 1 5 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 T B 1 9 1 1 1 0 1 3 1 2 1 5 1 4 1 7 1 6 1 8 D C C O M 2 T B 1 9 S E E D E T A I L S I 4 6 . D W G J 2 - P I N 3 J 2 - P I N 3 J 2 - P I N 4 J 2 - P I N 4 S E E D E T A I L S I 4 7 . D W G J 2 - P I N 3 J 2 - P I N 3 J 2 - P I N 4 J 2 - P I N 4 42414242424342444245424642474248424942504251425242534254425542564257WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 1 B L K R E D B L U B R N O R G TBA-300TBA-301TBA-305TBA-303TBA-307 TBA-304TBA-302TBA-306 B R N O R G Y E L N/ON/O COMCOM COM P U R P D K B L U P U R P O R G COMCOMN/ON/O D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 5 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 4 0 1 2 0 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 4260 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 A L L E N - B R A D L E Y 1 7 5 6 - I B 1 6 D I G I T A L I N P U T M O D U L E R A C K 1 , S L O T 5 1 I N - 0 2 3 4 5 6 C H 0 C H 1 C H 2 C H 3 C H 4 C H 5 7 8 C H 6 C H 7 I N - 1 I N - 2 I N - 3 I N - 4 I N - 5 I N - 6 I N - 7 C O N T I N U E D O N N E X T S H E E T 9 D C C O M 1 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 42614262426342644265426642674268426942704271427242734274427542764277WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . N/ON/O COMN/ON/O COMN/O COM B R N O R G Y E L R E D X 2 B L K B L K B L K R E D BLK TIP 1COMWHT TIP D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 5 DIGITAL INPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 4 1 1 2 1 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 4280 C O N T I N U E D O N P R E V I O U S S H E E T I N - 8 C H 8 C H 9 C H 1 0 C H 1 1 C H 1 2 C H 1 3 C H 1 4 C H 1 5 I N - 9 I N - 1 0 I N - 1 1 I N - 1 2 I N - 1 3 I N - 1 4 I N - 1 5 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 1 1 1 0 1 3 1 2 1 5 1 4 1 7 1 6 1 8 D C C O M 2 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 T B 2 0 42814282428342844285428642874288428942904291429242934294429542964297WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . 5 1 0 0 9 23456 ALLEN-BRADLEY1769-OB16DIGITAL OUTPUT MODULERACK 1, SLOT 6OUT-0CH0OUT-1CH1OUT-2CH2OUT-4CH4OUT-5CH5 CH3OUT-37OUT-6CH68OUT-7CH7CONTINUED ON NEXT SHEET CR1CR2CR3CR4CR5CR6CR7CR8 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 6 DIGITAL OUTPUT MODULE SCHEMATIC DETAILS SHEET 1 OF 2 I 4 2 1 2 2 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 5 1 0 1 5 1 0 2 5 1 0 3 5 1 0 4 5 1 0 5 5 1 0 6 5 1 0 7 5 1 0 8 5 1 0 9 5 1 1 0 5 1 1 1 5 1 1 2 5 1 1 3 5 1 1 4 5 1 1 5 5 1 1 6 5 1 1 7 1 18DCCOM+24VDCWIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . C O M N / O 5 1 2 0 111213141516 OUT-8CH8OUT-9CH9OUT-10CH10OUT-12CH12OUT-13CH13 CH11OUT-1117OUT-14CH14 10OUT-15CH15 CONTINUED ON PREVIOUS SHEETCR9CR10CR11CR12CR13CR14CR15CR16 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 T B 2 1 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE RACK 1, SLOT 6 DIGITAL OUTPUT MODULE SCHEMATIC DETAILS SHEET 2 OF 2 I 4 3 1 2 3 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 5 1 2 1 5 1 2 2 5 1 2 3 5 1 2 4 5 1 2 5 5 1 2 6 5 1 2 7 5 1 2 8 5 1 2 9 5 1 3 0 5 1 3 1 5 1 3 2 5 1 3 3 5 1 3 4 5 1 3 5 5 1 3 6 5 1 3 7 WIRE COLORS UNLESS NOTED24 VDC +120 VAC N 120 VAC +24 VDC COM BLU WHT REDWHT/BLU BLKGRN REDGROUNDTSP -TSP +FUSED TERMINALGND TERMINAL PANEL WIRINGFIELD WIRINGWIRE TERMINAL THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE PLC CABINET NETWORK CONNECTION DIAGRAM I 4 4 1 2 4 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM S W I T C H L E G E N D I / O N E T W O R K R S 2 3 2 PLC CABIN E T N E T W O R K C O N N E C T I O N D I A G R A M RACK1 R A C K 2 R A C K 3 RS232 F A C T O R Y C A B L E E S T E E M E S T E E M P L C C A B I N E T S U P P L I E D B Y O W N E R ( v i a P E I ) F N W - 5 1 - O I T - 1 2 3 P A N E L V I E W P L U S 1 0 0 0 R A D I O 1 R A D I O 2 L A K E O S W E G O P U M P S T A T I O N THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE ANALYTICAL EQUIPMENT POWER AND SIGNAL PLUG DETAILS I 4 5 1 2 5 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM X C H X I N - X X i R T N - X T B X A N A L O G I N P U T M O D U L E X X T Y P I C A L C O N N E C T I O N F O R : F N W 5 1 P I 0 1 F N W 5 1 P I 0 2 F N W 5 1 P I 0 3 F N W 5 1 P I 7 1 F N W 5 1 P I 7 2 PRESSURE TRANSMITTER + 2 4 D C C O M +- J 1 5 4 3 2 1 J 2 5 4 3 2 1 J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M P I N 1 P I N 2 P I N 3 P I N 4 P I N 5 + 2 4 V D C S I G N A L S I G N A L S I G N A L S H I E L D B L A C K B L U E G R N - Y L W B R O W N W H I T E R E D B L K R E D B L K BLKBLUE J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M T U R K C A - 2 / R K F 5 0 M O U N T F A C I N G D O W N J 2 SEE OWNERS MANUAL FOR CONNECTION DETAILS THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE PH TRANSMITTER EQUIPMENT CONNECTION DETAIL I 4 6 1 2 6 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM T Y P I C A L C O N N E C T I O N F O R : F N W 5 1 A I 8 1 T B 1 1 A N A L O G I N P U T M O D U L E , R A C K 1 S L O T 4 D I G I T A L I N P U T M O D U L E , R A C K 2 S L O T 2 pH METER R E D B L K J 2 3 4 2 5 1 NO COM NCNO COM NCNO COM NCNO COM NCRELAY ARELAY BRELAY CRELAY D J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M T U R K C A - 2 / R K F 5 0 M O U N T F A C I N G D O W N J 2 FACTORYSUPPLIED PLUG J 1 2 4 3 5 1 J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M P I N 1 P I N 2 P I N 3 P I N 4 P I N 5 + 2 4 V D C S I G N A L S I G N A L S I G N A L S H I E L D B L A C K B L U E G R N - Y L W B R O W N W H I T E R E D B L K J 2 T U R K P - R S V 5 6 - 9 6 4 - 2 M P I N 1 P I N 2 P I N 3 P I N 4 P I N 5 + 2 4 V D C D C C O M S I G N A L S I G N A L S H I E L D B L A C K B L U E G R N - Y L W B R O W N W H I T E NO T E : CO N N E C T 2 4 V D C TO F A U L T C O M C O N T A C T TOSENSOR T B 3 - F 9 D C C O M 2 4 V D C T B 1 9 - F 6 2 4 V D C 3 I I N 0 + C H 0 V / I I N 0 - 2 C H 1 4 I N - 1 7 T B 1 9 1 4 SEE OWNERS MANUAL FOR CONNECTION DETAILS THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . B L K 1 R E D P U R P D K B L U 1 1J2PINBLK 1 BLK + POWERRED 5 WHT - POWERPURP 2 BLU 2 RELAY ADK BLU 4 BRN 3 RELAY A J1PINBLK 1 BLK +RED 5 WHT - D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE CHLORINE ANALYZER EQUIPMENT CONNECTION DETAIL I 4 7 1 2 7 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM A N A L O G I N P U T M O D U L E , R A C K 1 S L O T 4 D C C O M 2 4 V D C D I G I T A L I N P U T M O D U L E , R A C K 2 S L O T 2 CHLORINE ANALYZER R E D B L K T Y P I C A L C O N N E C T I O N F O R : F N W 5 1 A I 8 2 J 2 5 4 3 2 1 J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M T U R K C A - 2 / R K F 5 0 M O U N T F A C I N G D O W N J 2 FACTORYSUPPLIED PLUG(WHEN AVAILABLE) J 1 2 4 3 1 5 J 1 T U R K P - R S V 5 6 - 9 6 4 - 2 M P I N 1 P I N 2 P I N 3 P I N 4 P I N 5 + 2 4 V D C S I G N A L S I G N A L S I G N A L S H I E L D B L A C K B L U E G R N - Y L W B R O W N W H I T E R E D B L K J 2 T U R K P - R S V 5 6 - 9 6 4 - 2 M P I N 1 P I N 2 P I N 3 P I N 4 P I N 5 + 2 4 V D C D C C O M S I G N A L S I G N A L S H I E L D B L A C K B L U E G R N - Y L W B R O W N W H I T E NOTE:CONNECT 24VDCTO FAULT COM CONTAC T TOSENSOR T B 3 - F 1 0 T B 1 9 - F 7 2 4 V D C T B 1 9 C H 1 5 I N - 1 5 1 6 T B 1 1 C H 1 7 I I N 1 + V / I I N 1 - 6 SEE OWNE R S M A N U A L F O R C O N N E C T I O N D E T A I L S THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . B L K 1 L T B L U P U R P O R G S P A R E S I N C O N D U I T 1 ON TURCK1 BLK2 BLU3 GRN4 BRN5 WHT J1PINORG 1 BRN - 4PURP 5 BLU - 3J2ANALOGRED3BLK2 11 L P - 0 1 # 2 1 1 2 0 V A C D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE FLOW METER EQUIPMENT CONNECTION DETAIL I 4 8 1 2 8 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM T B 3 - F 7 A N A L O G I N P U T R A C K 2 , S L O T 1 D C C O M 2 4 V D C D I G I T A L I N P U T R A C K 1 , S L O T 5 R E D B L K T B 2 0 - F 1 2 4 V D C T B 3 - F 8 D C C O M 2 4 V D C D I G I T A L I N P U T R A C K 1 , S L O T 4 R E D B L K T B 1 9 - F 5 2 4 V D C T B 1 0 A N A L O G I N P U T R A C K 2 , S L O T 3 C H 3 1 5 I I N 3 + V / I I N 3 - 1 4 1 5 C H 3 1 4 i I N 3 + V / i I N 3 - A N A L O G C O M 1 I N - 0 2 C H 0 C H 1 I N - 1 T B 2 0 C H 1 2 C H 1 3 I N - 1 2 I N - 1 3 1 5 1 4 T B 1 9 S E E O W N E R S M A N U A L F O R C O N N E C T I O N D E T A I L S S E E O W N E R S M A N U A L F O R C O N N E C T I O N D E T A I L S THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE CONFORMING TO CONSTRUCTION RECORDS:THIS SET OF DRAWINGS WAS PREPARED TO REPRESENT THECONSTRUCTION RECORDS PROVIDED BY THE CONTRACTORFOR THIS PROJECT. CITY OF TIGARD DOES NOT GUARANTEETHE ACCURACY OF THESE DRAWINGS.ZONE 410 FLOW METER1ZONE 470 FLOW METER1 D K B L U 1 1 L T B L U G R N B R N O R G Y E L O N I - 4 0 D K B L U L T B L U G R N B R N O R G Y E L O N I - 3 9 D7061 P R O J E C T N O . D A T E : D E S I G N E D : A P P R O V E D : C H E C K E D : D E T A I L E D : S H E E T O F I F T H I S B A R D O E S N O T M E A S U R E 1 " T H E N D R A W I N G I S N O T T O F U L L S C A L E 0 1 1 / 2 APPNO.CKBY XREF3: XREF2: XREF1: XREF4: REVISIONS AND RECORD OF ISSUE DWG VER: DATE PW FILE: SAVED: PW: PLOTTED: USER: FD7000_PW PW FLDR: 175070....\50.3007 - Templates LAKE OSWEGO - TIGARD WATER PARTNERSHIP BONITA PUMP STATION FNW 51 RTU 123 PLC ENCLOSURE FLOW SWITCH EQUIPMENT CONNECTION DETAIL I 4 9 1 2 9 1 4 1 1 7 5 0 3 3 C A G C A G F M R F M R F E B R U A R Y 2 0 1 4 BORDER.dwg 1000BRA49212 05/17/16 CONFORMING TO CONSTRUCTION RECORDS 1 JRE CMS CMS BRA49212, 7/12/2012 9:21:26 AM 1 C H 0 I N - 0 D I G I T A L I N P U T M O D U L E X X T Y P I C A L C O N N E C T I O N F O R : F N W 5 1 F S H 8 1 T B 3 - F 1 1 2 4 V D C FLOW SWITCHSEE OWN E R S M A N U A L F O R C O N N E C T I O N D E T A I L S THIS DRAWING WAS ORIGINALLY SEALED BY FRANCIS MALINOSKY-RUMMELL, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OREGON, NO 57834PE C O N F O R M I N G T O C O N S T R U C T I O N R E C O R D S : T H I S S E T O F D R A W I N G S W A S P R E P A R E D T O R E P R E S E N T T H E C O N S T R U C T I O N R E C O R D S P R O V I D E D B Y T H E C O N T R A C T O R F O R T H I S P R O J E C T . C I T Y O F T I G A R D D O E S N O T G U A R A N T E E T H E A C C U R A C Y O F T H E S E D R A W I N G S . P U R P 1 D K B L U B L K R E D BPS SW BONITA ROAD SW 76TH AVEBURLINGTON NORTHERN RR INTERSTATE 5 CI T Y O F TI G A R D SW B O N I T A R O A D SOUTHERN PACIFIC RRSW 74TH AVESW 72TH AVE SEQUOIA PARKWAYBANGY ROADMILTONCOURT SW 79TH AVE AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-01 130GENERAL 141AS SHOWN VICINITY AND AREA MAPVICINITY MAP 1"=500' 0 500 1000SCHEDULE 6 FWP (NIC) AR E A M A P 1" = 1 0 0 ' 0 10 0 20 0 FW P 3 2 0 (S U C T I O N ) FW P 4 1 0 (D I S C H A R G E ) FW P 4 7 0 (D I S C H A R G E ) BP S SW B O N I T A R O A D MILTO N COUR T BURLIN G T O N N O R T H E R N R R SOUTH E R N P A C I F I C R R SW 74TH AV E SC H E D U L E 6 FW P ( N I C ) AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 1 . d w g 119101620-MC-FWP-01 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. @ CUT SLOPEEXISTING GRADE CONTOUR NEW PIPELINE (CIVIL SHEETS) SMALLER THAN 24" DIA NEW PIPELINE (CIVIL SHEETS) 24" DIA AND LARGER NEW BUTTERFLY VALVENEW COMBINATION AIR VALVE (CAV) BE N C H M A R K RO U N D O R D I A M E T E R SQ U A R E AT AN G L E CE N T E R L I N E CENTERLINE NEW STRUCTURE OR FACILITY EXISTING STRUCTURE OR FACILITY FUTURE STRUCTURE OR FACILITY NEW FENCE (CHAIN LINK)TEMPORARY FENCE EXISTING FENCE CI V I L S Y M B O L S FINISHED ELEVATION EXISTING ELEVATION NEW AC PAVING EXISTING AC PAVING FLOW DIRECTION DITCH CENTERLINE WITH FLOW DIRECTION BO R I N G L O C A T I O N FINISH CONTOUR NEW ACCESS MANWAY NEW DRAIN PO T H O L E L O C A T I O N NEW PLUG VALVE B- 3 PB NE W P U L L B O X NEW STORM DRAIN MANHOLE NE W C A T H O D I C T E S T S T A T I O N S NE W D E E P A N O D E W E L L GR O U N D W A T E R E L E V A T I O N DR A W I N G O N W H I C H SE C T I O N A P P E A R S SE C T I O N I D E N T I F I C A T I O N SURVEYED TREE (DECIDUOUS) SE C T I O N L E T T E R (1 ) S E C T I O N C U T O N D R A W I N G 3 - D - 0 1 : (2 ) O N D R A W I N G 3 - D - 0 1 T H I S S E C T I O N I S I D E N T I F I E D A S : FILL SLOPE UT I L I T Y P O L E DE T A I L I D E N T I F I C A T I O N SC A L E : SE C T I O N SE C T I O N L E T T E R (1 ) D E T A I L C A L L O U T O N D R A W I N G 3 - C - 0 1 : DE T A I L N U M B E R SC A L E : DE T A I L (2 ) O N D R A W I N G 3 - C - 0 1 T H I S D E T A I L I S I D E N T I F I E D A S : DE T A I L N U M B E R DR A W I N G O N W H I C H DE T A I L I S S H O W N DR A W I N G O N W H I C H DE T A I L I S C A L L E D O U T DR A W I N G F R O M W H I C H SE C T I O N W A S T A K E N DE T A I L S C A L E SE C T I O N S C A L E NEW GATE VALVE 1 3- C - 0 1 3/ 8 " = 1 ' - 0 " 1 3- C - 0 1 1/ 4 " = 1 ' - 0 " A 3- D - 0 1 A 3- D - 0 1 A SURVEYED TREE (EVERGREEN) NE W F I R E H Y D R A N T EX I S T I N G W E T L A N D S EX I S T I N G S E N S I T I V E A R E A EX I S T I N G B R I C K S U R F A C E EX I S T I N G C O N C R E T E S U R F A C E EX I S T I N G G R A V E L S U R F A C E EX I S T I N G A S P H A L T S U R F A C E PE R M A N E N T E A S E M E N T OT H E R P E R M A N E N T E A S E M E N T S TE M P O R A Y CO N S T R U C T I O N E A S E M E N T LI M I T O F G R A D I N G O R EX I S T I N G G R A D E L I N E EX I S T I N G C A B L E T E L E V I S I O N EX I S T I N G C O M M U N I C A T I O N EX I S T I N G W A T E R < 3 6 " EX I S T I N G E L E C T R I C A L EX I S T I N G O V E R H E A D E L E C T R I C A L EX I S T I N G F I B E R O P T I C EX I S T I N G F I R E P R O T E C T I O N EX I S T I N G G A S EX I S T I N G S T O R M D R A I N < 3 6 " EX I S T I N G S A N I T A R Y S E W E R < 3 6 " EX I S T I N G T E L E P H O N E EX I S T I N G C O M B I N E D S E W E R EX I S T I N G R A I L R O A D T R A C K S EX I S T I N G T E L E V I S I O N EX I S T I N G U T I L I T Y EX I S T I N G F I R E S E R V I C E PR O P E R T Y L I N E O R R I G H T - O F - W A Y EX I S T I N G U T I L I T Y P I P E ≥ 3 6 " EX I S T I N G F O R C E M A I N WO R K A R E A B O U N D A R Y AB A N D O N E D W A T E R DE M O L I T I O N S Y M B O L EX I S T I N G C U R B ST R E E T L I G H T I N G EX I S T I N G S T O C K F E N C E NE W C U R B EX I S T I N G W E T L A N D D I T C H F L O W L I N E NE W C A T C H B A S I N AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-02 131GENERAL 141AS SHOWN LEGEND AND SYMBOLS AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 2 . d w g 119101620-MC-FWP-02 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. AB B R E V I A T I O N S DI M E N S I O N ( - S ) DI M . EL E C T R I C ( - A L ) EP O X Y L I N E D & C O A T E D EN E R G Y G R A D E L I N E EA C H F A C E ; E X H A U S T F A N EN D O F H O R I Z O N T A L C U R V E DU C T I L E I R O N P I P E CFCE M CCCB °C CBT W N BR G BL K B. M . BMBL D G BI T U M CU B I C F E E T CE N T E R T O C E N T E R CA T C H B A S I N CE M E N T EL B , E L L EL , E L E V . EM E R G EL E C EL & C EM E R G E N C Y EL B O W EL E V A T I O N DE G R E E S C E L S I U S ( C E N T I G R A D E ) CO N D U I T BE T W E E N BE A R I N G BL O C K ( - S ) BE N C H M A R K BE A M , B E N C H M A R K BI T U M I N O U S BU I L D I N G EG L EFEAEC C ECDW G ( S ) E EC C E N T R I C EA C H EL E C T R I C , E A S T DR A W I N G ( - S ) D. I . P . , D I P DN D O W N HRHP T , H . P . HO R I Z HG T , H T HI G H P O I N T HO R I Z O N T A L HO U R HE I G H T HD P E HBGVGSGRGN D GL V GE N L GE N GD L H HI G H D E N S I T Y P O L Y E T H Y L E N E HO S E B I B B GA T E V A L V E GA L V A N I Z E D S T E E L HI G H GR A D E , G R O U N D , G R A M GL O B E V A L V E GE N E R A L GE N E R A T O R GR O U N D L E V E L GR O U N D MO D I F I C A T I O N ( - S ) MO D I F MA N U F A C T U R E R MI L E S P E R H O U R MO N U M E N T MT G MP H MO N ME C H A N I C A L J O I N T MI S C E L L A N E O U S MI N I M U M ; M I N U T E MA N H O L E MA N U F A C T U R E R ME C H A N I C A L MA X I M U M MJMI S C MI N MHMF R ME C H MA X ON E H U N D R E D P O U N D S CA T H O D I C T E S T S T A T I O N CO N T I N U ( - E D , - O U S , - A T I O N ) CO N S T R U C T I O N J O I N T CO N S T R U C T ( - I O N ) CO N N E C T ( - S , - I O N ) CO N C R E T E M A S O N R Y U N I T ( - S ) CO R R U G A T E D M E T A L P I P E CE M E N T M O R T A R L I N E D & C O A T E D CE M E N T M O R T A R L I N E D CE M E N T M O R T A R C O A T E D CL E A R ( - A N C E ) CA S T I R O N S O I L P I P E CI R C U M F E R E N C E CI R C U L A ( - R , - T I O N ) CA S T I R O N P I P E A. C . A S B E S T O S C E M E N T BH P BF V BF P BF , B . F . BCAV E AS T M AW W A AT M AS P H AP P R O X AN S I AL T AG G A/ C BR A K E H O R S E P O W E R BA C K F L O W P R E V E N T E R BE G I N N I N G O F H O R I Z O N T A L C U R V E BU T T E R F L Y V A L V E BL I N D F L A N G E AV E N U E AM E R I C A N W A T E R W O R K S A S S O C I A T I O N AT M O S P H E R E ( 1 4 . 7 L B / I N S Q ) AM E R I C A N S O C I E T Y F O R T E S T I N G AN D M A T E R I A L S AS P H A L T DR A I N D, D R DE T , D T L DE M O , ( D ) DI A DI A G DIDE G DB L DI A G O N A L ( - S ) DI A M E T E R DU C T I L E I R O N DE T A I L ( - S ) DE M O L I S H DE G R E E ( - S ) DO U B L E CT S CW T CYCVCT R CU B I C Y A R D CH E C K V A L V E CE N T E R AM E R I C A N N A T I O N A L S T A N D A R D I N S T I T U T E AP P R O X I M A T ( - E , - L Y ) AL T E R N A T ( - E , - I V E ) AG G R E G A T E AS P H A L T C O N C R E T E CO N C C O N C R E T E CO U P . , C P L G CO N S T J T , C J CO R CO R R CO O R D CO N T R CO N T CO N S T CO N N CO U P L I N G CO R R U G A T E D CO R N E R CO O R D I N A T E CO N T R A C T O R COCM U CM P CL E A N O U T & ACAB A N AB #A% < > "=°'± AN D AN C H O R B O L T ( - S ) AB A N D O N ( - E D ) AC R E , A S P H A L T I C C O N C R E T E LE S S T H A N PE R C E N T AR E A NU M B E R GR E A T E R T H A N FO O T IN C H EQ U A L S DE G R E E DE F L E C T I O N AP P R O X I M A T E L Y CM L & C CM L CM C CL R CI S P CI R C U M CI R C CI P CH K R CICH A N CA S T I R O N CH E C K E R E D CH A N N E L IN V E R T IN V GA L V GA L GA FW D FT G FT 2 FT 3 FD N FL R FI N . G D FI N . CU B I C F E E T GA L V A N I Z E ( - D ) GA L L O N ( - S ) FO R W A R D SQ U A R E F E E T GA U G E FO O T I N G FO U N D A T I O N FI N I S H G R A D E FI N I S H ( - E D ) FL O O R FI G . FR C FMFLFHFGFFFEFC A FC FL E X I B L E R U B B E R C O U P L I N G FL O W M E T E R , F O R C E M A I N FL O W L I N E FI R E H Y D R A N T , F L A T H E A D FI G U R E FL A P G A T E FA R F A C E , F I N I S H F L O O R FI R E E X T I N G U I S H E R FL A N G E D C O U P L I N G A D A P T E R FL E X I B L E C O U P L I N G MO D I F ( - Y , - I E D ) LO W W A T E R L E V E L LE F T LO W P O I N T LO N G I T U D I N A L LO C A T I O N LE F T H A N D LO N G LI N E A R F E E T LO C LW L (M ) LTLPLO N G . LHLFLG PO U N D ( - S ) LA T E R A L LE N G T H ; L I T E R ON E T H O U S A N D P O U N D S JO I N T JU N C T I O N B O X IN T E R N A T I O N A L P I P E S T A N D A R D LBLA T LKI P JTJB , J - B O X IP S EN C L O S U R E EN C L FTEWEV C EX T EX P J T EX P EX I S T . , ( E ) EX C ES T EQ U I P EQ U A L . , E Q . EQEPEN G R °F FE E T , F O O T DE G R E E F A H R E N H E I T EA C H W A Y EN D O F V E R T I C A L C U R V E EX T E R I O R , E X T E N S I O N EX P A N S I O N J O I N T EX P A N S I O N EX I S T I N G EX C A V A T E ES T I M A T E ( - D ) EQ U I P M E N T EQ U A L I Z A T I O N EQ U A L ( - L Y ) ED G E O F P A V E M E N T EN G I N E E R IN S U L A T ( - E , - I O N ) IN S T R U M E N T SQ U A R E I N C H E S CU B I C I N C H E S IN C H ( - E S ) IN S I D E F A C E IN V E R T E L E V A T I O N IN S I D E D I A M E T E R HI G H W A Y IN S U L IN S T R IN I. F . IN 2 IN 3 IEIDHW Y SS S A N I T A R Y S E W E R PO W E R P O L E PP TB M TA N . SY M S/ W SU R F . SU P P SU B M ST R U C T ST A SS 3 1 6 SS 3 0 4 PO L Y V I N Y L C H L O R I D E PO I N T O F V E R T I C A L C U R V E PV C P. V . C . PVPTP. S T A . PL U G V A L V E PU M P S T A T I O N PO I N T TBTT/ PO U N D S P E R S Q U A R E I N C H PO U N D S P E R S Q U A R E F E E T PR E S S U R E R E D U C I N G V A L V E PR E S S U R E R E L I E F V A L V E PS I P. S L . PS F PS PI P E S L E E V E PU M P S T A T I O N , P I P E S U P P O R T PR O P . PR V PR F V PR E S S . PR PR O P E R T Y PR E S S U R E PA I R SWST L ST ST D TE M P O R A R Y B E N C H M A R K TH R U S T B L O C K TA N G E N T ( - I A L ) TI M E R , T I M E , T H E R M O S T A T SY M M E T R I C A L TO P O F ST R U C T U R ( - E , - A L ) SO U T H W E S T ; S W I T C H SU P P O R T ( - S ) SU B M I S S I O N ( S U B M I T ) SU R F A C E SI D E W A L K ST A I N L E S S S T E E L T Y P E 3 1 6 ST A I N L E S S S T E E L T Y P E 3 0 4 ST E E L ST R E E T ST A N D A R D ST A T I O N SQ U A R E Y A R D CU B I C Y A R D WA T E R WE I G H T WE L D E D S T E E L , W A T E R S U R F A C E WI T H O U T WA T E R M E T E R WI D T H ; W I D E ; W E S T VE R T I C A L P O I N T O F I N T E R S E C T I O N VE R T I C A L VI T R I F I E D C L A Y P I P E VE R T I C A L C U R V E VA R I A B L E UP P E R UN D E R G R O U N D E L E C T R I C UN D E R G R O U N D TE L E P H O N E P O L E TY P I C A L TO P O F W A L L TO P O F S T E E L ; T O P O F S L A B TO P O G R A P H Y TO P O F P A V E M E N T TO P O F C O N C R E T E TE R M I N A L ; T E R M I N A T I O N TE M P E R A T U R E , T E M P O R A R Y TO P O F C U R B TO P & B O T T O M SQ I N SQ F T , S F SP E C SP C S SP C N G SP C D SP C SH T , S H SE C T SE C SC H E D , S C H RN D R/ W RE V PO I N T O F T A N G E N C Y PO I N T O F H O R I Z O N T A L I N T E R S E C T I O N P. O . T PL , P P/ L P R O P E R T Y L I N E PL A T E P. I . PFPO L Y PE PR O F I L E PO L Y E T H Y L E N E PL A I N E N D , P E R M A N E N T E A S E M E N T SQSISI M SI G PO U N D S P E R C U B I C F E E T PO I N T O F C O M P O U N D C U R V E PO I N T O F H O R I Z O N T A L C U R V E OU T S I D E S C R E W & Y O K E OU T S I D E D I A M E T E R P PC F PC C PC OS & Y OR I G OP P OZ PI P E OR I G I N A L OP P O S I T E OU N C E ( - S ) OP N G OHOF . , O F ODOC OP E N I N G OV E R H E A D P O W E R OV E R F L O W ON C E N T E R SD SES RRRTRT E RH VP I SE C T I O N ( - S ) SQ U A R E I N C H E S SQ U A R E F E E T SP E C I F I C A T I O N S SQ U A R E SP A C E D SP A C E S SP A C I N G SP A C E SI D E W A L K I N L E T SI M I L A R SI G N A L SH E E T YD 2 YD 3 WT R WTWSW/ O WM , W . M . W/ W WI T H SE C O N D ( - S , - A R T Y ) SO U T H E A S T ST O R M D R A I N SE W E R , S O U T H , S L O P E SC H E D U L E RO U N D RI G H T - O F - W A Y RI G H T H A N D RA I L R O A D RI G H T RO U T E RE V I S I O N VE R T VC P VCVA R VUP R UG E UG VO L T TPRE Q T RE Q D RE I N F RC P R, R A D PW R PV M T PV T PV I NO R T H N NO T I N C O N T R A C T NA T I O N A L G E O D E T I C V E R T I C A L D A T U M NO R M A L L Y C L O S E D NT S OANWNO R M NO . NO T T O S C A L E OV E R A L L NO R T H W E S T NO R M A L NU M B E R NI C , N . I . C . NG V D NEN. C . , N C N/ A (N ) NO R T H E A S T NO T A P P L I C A B L E NE W RD RE F RCR T & B PO I N T O F V E R T I C A L I N T E R S E C T I O N RE I N F O R C ( - E , - E D , - I N G , - M E N T ) RO A D RE Q U I R E M E N T RE F E R E N C E RE Q U I R E D RE I N F O R C E D C O N C R E T E P I P E RE I N F O R C E D C O N C R E T E PA V E M E N T PO I N T O F V E R T I C A L T A N G E N C Y RA D I U S RI S E R PO W E R TY P T. O . W . TO S TO P O T. O . P . TO C TE R M . TE M P TC UN L E S S N O T E D O T H E R W I S E TE M P O R A R Y B E N C H M A R K SA N I T A R Y S E W E R M A N H O L E OP E R A T O R OP E R CO R R U G A T E D P L A S T I C P I P E PI P E C L A S S CO P P E R CUCP P CL CO N S T R U C T I O N J O I N T CJ BL O W O F F BO LO W W A T E R LW HE I G H T HT G GA S P. O . C . PE R I M PO I N T O F C O N N E C T I O N PE R I M E T E R FL A T O N T O P FL A T O N B O T T O M FL A N G E ( - D ) FL E X I B L E FA B R I C A T E ( - D ) FL E X FT F E E T FO B FO T FL G , F L FA B FO R E X A M P L E e. g . ST O R M D R A I N TO P O F S T E E L TO S UN O TE L E P H O N E TB M TE L ST O R M , S D SS M H EA C H W A Y E A C H F A C E EW / E F CA V C O M B I N A T I O N A I R V A L V E NO T E : TH I S I S A G E N E R A L I Z E D A B B R E V I A T I O N S H E E T . T H I S CO N T R A C T M A Y N O T U S E A L L I N F O R M A T I O N S H O W N . HG L H Y D R A U L I C G R A D E L I N E (R I S I N G S T E M - V A L V E ) HD D H O R I Z O N T A L D I R E C T I O N A L D R I L L I N G OH W M O R D I N A R Y H I G H W A T E R M A R K TE M P O R A R Y C O N S T R U C T I O N E A S E M E N T TC E WO R K A R E A WA RI P S R I V E R I N T A K E P U M P S T A T I O N DN F D I D N O T F I N D 1. O R E G O N L A W R E Q U I R E S C O N T R A C T O R T O F O L L O W R U L E S A D O P T E D B Y T H E OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH OAR 757- 541 THROUGH OAR 757-571 PRIOR TO COMMENCING CONSTRUCTION.2. C O N T R A C T O R S H A L L A L S O F I E L D V E R I F Y D E P T H S O F E X I S T I N G U T I L I T I E S T O IDENTIFY POTENTIAL CONFLICTS AND AS REQUIRED FOR CONNECTIONS TO EXISTING SYSTEMS.3. P R O P E R T Y A N D R I G H T - O F - W A Y L I N E S A R E S H O W N A S A N A I D T O D E S I G N O N L Y . THEY DO NOT IMPLY LEGAL OWNERSHIP BOUNDARIES AND THERE IS NO GUARANTEE, EXPRESSED OR IMPLIED, WITH RESPECT TO THEIR ACCURACY.4. T R A F F I C C O N T R O L I N T H E R I G H T - O F - W A Y S H A L L B E I N A C C O R D A N C E W I T H TRAFFIC CONTROL PLANS INCLUDED WITHIN THESE DRAWINGS, THE CURRENT EDITIONS OF " MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND OREGON DEPARTMENT OF TRANSPORTATION (ODOT) "MANUAL ON TRAFFIC PRACTICES HANDBOOK FOR LOCAL ROADS AND STREETS IN OREGON".5. A L L E A R T H W O R K S H A L L B E P E R F O R M E D I N A C C O R D A N C E W I T H A P P L I C A B L E ; LAW, INCLUDING OR-OSHA REQUIREMENTS AND LOCAL ORDINANCES.6. M A I N T E N A N C E O F T H E W O R K A R E A A N D A P P R O A C H R O A D S I S T H E RESPONSIBILITY OF THE CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS.7. A L L P I P E J O I N T S ( I N C L U D I N G V A L V E S A N D F I T T I N G S ) S H A L L B E R E S T R A I N E D . 8. M A I N T A I N A C C E S S T O A D J A C E N T P R O P E R T I E S . 9. D U R I N G T H E C O N S T R U C T I O N P E R I O D , N O D I S T U R B A N C E B E Y O N D T H E W O R K AREA BOUNDARY SHALL BE PERMITTED (EXCEPT PIPELINE APPURTENANCES SHOWN BEYOND THESE LIMITS AND FOR TEMPORARY TRAFFIC CONTROL FACILITIES). IF A WORK AREA BOUNDARY IS NOT SHOWN, THEN THE WORK AREA BOUNDARY SHALL BE TO THE EDGE OF THE EXISTING PAVEMENT OR NO FURTHER THAN 8 FEET FROM THE CENTERLINE OF THE PIPELINE UNDER CONSTRUCTION, WHICHEVER IS FURTHER. EXISTING LANDSCAPING AND OTHER IMPROVEMENTS, IF DISTURBED, SHALL BE RESTORED TO EXISTING CONDITIONS.UNDER NO CIRCUMSTANCES SHALL DISTURBANCE EXTEND BEYOND THE PUBLIC RIGHT-OF-WAY OR EASEMENT BOUNDARY.GENERAL NOTES FW P F I N I S H E D W A T E R P I P E L I N E RW P R A W W A T E R P I P E L I N E UTILITY POTHOLE DATA PZ P R E S S U R E Z O N E AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-03 132GENERAL 141AS SHOWN ABBREVIATIONS, GENERAL NOTES AND UTILITY POTHOLE DATA AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 5 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 3 . d w g 119101620-MC-FWP-03 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. (N ) 3 0 " Ø F W P ( P Z 3 2 0 ) (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) ( N ) 2 4 " Ø F W P ( P Z 4 7 0 ) D W Y H C R H C R DWY 2S 1 1 2 A B TA X L O T 1 6 0 0 1 2 " 12 " 1 2 " S S 1 2 " 12 "6 0 " 6 0 " 1 2 " 1 2 " 12 " 12 " 1 2 " 1 2 " 12" 12 " 12 " S D 1 2 " 1 2 " 1 2 " STA:???END 30" FWP INSTALL 30" BFV WITH BLIND FLG P2 KF W P - 5 4 P1 KF W P - 5 3 P3 P4P5 P6 P7 P10P9P8 BV 2 BV 1 P- S D 1 P10AP-MFN1 P-MFN2 MA T C H L I N E S T A : 4 + 9 5 SEE SCH 6 FOR CONTINUATION CONSTRUCTION NOTES:EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP. PL A N PR O F I L E 0 1" = 2 0 ' 10 20 30 0 1" = 2 0 ' H O R I Z . 10 20 30 0 VE R T 1 " = 5 ' 5 4 2 13 AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-04 133CIVIL 141AS SHOWN FINISHED WATER PLAN AND PROFILE FWP 320 (SUCTION)STA 1+00.00 TO 4+95.00 S W M I L T O N C T SW BONITA RD (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) SE E D W G M C - F W P - 0 5 (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) SE E D W G M C - F W P - 0 6 RE L O C A T E D 1 2 " Ø S D SE E D W G M C - R - 0 1 MATCHLINE STA: 4+95SEE SCH 6 FOR CONTINUATION(N) 30"Ø FWP (PZ-320) NIC AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 6 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 4 . d w g 119101620-MC-FWP-04 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 SE E D W G C 3 F O R CO N T I N U A T I O N (N ) 1 2 " Ø S D SE E D W G C 2 (SCHEDULE 6 NIC)1 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. (N ) 3 0 " Ø F W P ( P Z 3 2 0 ) (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) ( T Y P I C A L ) D W Y H C R H C R DWYTAX LOT 600 2S 1 1 2 A B TA X L O T 1 6 0 0 1 2 " 12 " 1 2 " S S 1 2 " 12 " 60 " 6 0 " 1 2 " 1 2 " 12 " 12 " 1 2 " 12"24" 12 " 12 " S D 1 2 " 1 2 " 1 2 " 1 + 0 0 2+ 0 0 3+ 0 0 4+ 0 0 ST A 1 + 0 0 . 0 0 BE G I N 2 4 " F W P CO N N E C T T O B P S P I P I N G STA 4+97.85 CONNECTION TO (E) 12" WATERLINE ST A : 1 + 1 2 . 6 0 45 ° B E N D (4 6 . 5 0 ° D E F L E C T I O N ) ST A : 1 + 3 8 . 9 4 22 . 5 ° & 1 1 . 2 5 ° B E N D S (3 0 . 0 8 ° D E F L E C T I O N ) ST A : 2 + 8 8 . 9 8 11 . 2 5 ° B E N D (1 5 . 6 5 ° D E F L E C T I O N ) ST A : 4 + 5 5 . 8 2 45 ° B E N D (4 5 . 0 0 ° D E F L E C T I O N ) ST A : 4 + 7 7 . 9 8 45 ° B E N D (4 4 . 8 3 ° D E F L E C T I O N ) P2 KF W P - 5 4 P1 KF W P - 5 3 P3 P4P5 P6 P7 P10P9P8 BV 2 BV 1 P- S D 1 P10AP-MFN1 P-MFN2 PL A N PR O F I L E 0 1" = 2 0 ' 10 20 30 0 1" = 2 0 ' H O R I Z . 10 20 30 0 VE R T 1 " = 5 ' 5 4 2 13 AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-05 134CIVIL 141AS SHOWN FINISHED WATER PLAN AND PROFILE FWP 410 (DISCHARGE)STA 1+00.00 TO 4+98.30 S W M I L T O N C T SW BONITA RD (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) SE E D W G M C - F W P - 0 4 (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) SE E D W G M C - F W P - 0 6 RE L O C A T E D 1 2 " Ø S D SE E D W G M C - R - 0 1 CONNECTION DETAIL SEE1 MC-FWP-07 AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 6 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 5 . d w g 119101620-MC-FWP-05 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 SE E D W G C 3 F O R CO N T I N U A T I O N (N ) 1 2 " Ø S D SE E D W G C 2 CONSTRUCTION NOTES:EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP.1 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) D W Y H C R H C R DWYTAX LOT 600 2S 1 1 2 A B TA X L O T 1 6 0 0 1 2 " 12 " 1 2 " S S 1 2 " 12 " 60 " 6 0 " 1 2 " 1 2 " 12 " 12 " 1 2 " 12"24" 12 " 12 " S D 1 2 " 1 2 " 1 2 " 1 + 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+00 ST A 1 + 0 0 . 0 0 BE G I N 2 4 " F W P CO N N E C T T O B P S P I P I N G STA 5+07.27 CONNECTION TO (E) 24" WATERLINE WITH 24" - 45° MJ BEND & THRUST BLOCK 3' SPOOL OF 24" DI & 24" FC ST A : 1 + 1 6 . 0 2 45 ° B E N D (4 6 . 5 0 ° D E F L E C T I O N ) ST A : 1 + 4 5 . 4 1 22 . 5 ° & 1 1 . 2 5 ° B E N D S (3 0 . 0 8 ° D E F L E C T I O N ) ST A : 2 + 9 6 . 2 3 11 . 2 5 ° B E N D (1 5 . 6 5 ° D E F L E C T I O N ) ST A : 4 + 5 9 . 7 6 45 ° B E N D (4 5 . 0 0 ° D E F L E C T I O N ) P2 KF W P - 5 4 P1 KF W P - 5 3 P3 P4P5 P6 P7 P10P9P8 BV 2 BV 1 P- S D 1 P10AP-MFN1 P-MFN2 ST A : 4 + 9 2 . 7 3 45 ° B E N D (4 5 . 0 0 ° D E F L E C T I O N ) STA:5+00.72 45° BEND (45.00° DEFLECTION) PL A N PR O F I L E 0 1" = 2 0 ' 10 20 30 0 1" = 2 0 ' H O R I Z . 10 20 30 0 VE R T 1 " = 5 ' 5 4 2 13 AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-06 135CIVIL 141AS SHOWN FINISHED WATER PLAN AND PROFILE FWP 470 (DISCHARGE)STA 1+00.00 TO 4+98.30 S W M I L T O N C T SW BONITA RD (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) SE E D W G M C - F W P - 0 4 (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) SE E D W G M C - F W P - 0 5 RE L O C A T E D 1 2 " Ø S D SE E D W G M C - R - 0 1 AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 7 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 6 . d w g 119101620-MC-FWP-06 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 SE E D W G C 3 F O R CO N T I N U A T I O N (N ) 1 2 " Ø S D SE E D W G C 2 CONSTRUCTION NOTES:EXISTING 8 EMPTY 1.5-INCH POLY CONDUITS, REMOVE AS REQUIRED TO FACILITATE CONSTRUCTION OF FWP.1 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. 1 2 " M I N A B O V E O U T S I D E O F P I P E B E L L P I P E B E D D I N G 3 / 4 " - 0 C R U S H E D A G G R E G A T E P I P E Z O N E 3 / 4 " - 0 C R U S H E D A G G R E G A T E C O M P A C T E D B A C K F I L L 6" M I N 6" M I N SA W C U T SU R F A C I N G A S R E Q U I R E D I N D E T A I L 4 CL A S S B 3/ 4 " - 0 C R U S H E D R O C K TR E N C H F O U N D A T I O N ST A B I L I Z A T I O N , A S R E Q U I R E D 6" M I N B E D D I N G B E L O W OU T S I D E O F P I P E B E L L NO T E S : 1. S U R F A C I N G O F P A V E D A R E A S S H A L L C O M P L Y W I T H A S P H A L T R E S U R F A C I N G D R A W I N G . 2. J O I N T S T O B E T A C K A N D S A N D E D . 3. S A W C U T S H A L L B E T A C K C O A T E D W I T H B I T U M I N U S A S P A L T E M U L S I O N . NO T E S : 1. B L A N K E T P A T C H E S T O B E C O N S T R U C T E D W I T H L E V E L 2 , 1 \ 2 - I N C H , D E N S E , P G - 6 4 - 2 2 H M A C I N DR Y P A V E M E N T C O N D I T I O N S , W H E R E E X I S T I N G P A V E M E N T I S A T L E A S T 6 0 ° F A N D R I S I N G . 2. S A W C U T A N D T A C K A L L P A V E M E N T J O I N T S . 3. S A N D A N D S E A L P A V E D J O I N T S W I T H H O T P A V I N G G R A D E O I L ( P G - 6 4 - 2 2 O R E Q U I V A L E N T ) . 4. P E R M A N E N T R E S T O R A T I O N S H A L L N O T B E C O M P L E T E D U N T I L A F T E R T E S T I N G A N D S T A R T U P OF T H E P U M P S T A T I O N . 5. C O N T R A C T O R T O M A I N T A I N T E M P O R A R Y G R A V E L S U R F A C I N G D U R I N G C O N S T R U C T I O N . 6" H M A C ( B O N I T A R O A D ) FU L L S T R E E T W I D T H WA T E R L I N E T R E N C H BA C K F I L L D E T A I L 2 MC - F W P - 0 7 SE E L I M I T S O N M C - F W P - 0 8 ℄ 2% S L O P E 2% S L O P E (E ) B A S E R O C K 4" H M A C ( M I L T O N C O U R T ) RE M O V E A N D R E P L A C E AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-07 136CIVIL 141AS SHOWN PIPELINE CONNECTION, TRENCH BACKFILL AND SURFACE RESTORATION DETAILS MC - F W P - 0 7 1 FW P 4 1 0 ( D I S C H A R G E ) C O N N E C T I O N D E T A I L (E ) 2 4 " W CO N N E C T T O ( E ) 24 " W W I T H 2 4 " F C (E ) 1 2 " W 16 " F L G T E E & T H R U S T B L O C K - 2 8 . 4 S F (E ) 1 2 " W 16 " x 1 2 " F L G x M J RE D U C E R 16 " x 1 2 " F L G x M J RE D U C E R 16 " S P O O L 16 " F L G x M J BF V A L V E RE M O V E (E ) 2 4 " W PL U G ( E ) 24 " W (E ) 2 4 " W T O BE A B A N D O N 24 " x 1 6 " P E x M J R E D U C E R 24 " M J W Y E 24 " S P O O L 24 " 4 5 ° M J BE N D 24 " S P O O L (E ) 1 2 " S D 1/ 4 " = 1 ' - 0 " 3 0 6 MC - F W P - 0 7 2 WA T E R L I N E T R E N C H B A C K F I L L D E T A I L C O T S T D D W G 1 8 0 CI T Y O F T I G A R D NO T T O S C A L E 24 " M J 4 5 ° B E N D & T H R U S T B L O C K - 3 4 . 9 S F CO N N E C T T O ( E ) 12 " W W I T H 1 2 " F C 3' S P O O L - 1 2 " D I 3' S P O O L - 1 2 " D I CO N N E C T T O ( E ) 12 " W W I T H 1 2 " F C 3' S P O O L - 2 4 " D I MC - F W P - 0 7 4 PE R M A N E N T S U R F A C E R E S T O R A T I O N D E T A I L NO T T O S C A L E AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 7 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 7 . d w g 119101620-MC-FWP-07 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 MC-FWP-073STANDARD THRUST BLOCK NOT TO SCALECOT STD DWG 560 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. TE S T P I T P 6 TE S T P I T P 5 D W Y H C R H C R ST R I P E D C R O S S W A L K DWYB 2S 1 1 2 A B TA X L O T 1 6 0 0 CONSTRUCTION NOTES:EXTENTS OF EXISTING ASPHALT REPLACEMENT OVERLAY.REPLACE DOUBLE YELLOW LANE LINES.REPLACE WHITE BIKE LANE LINE.REPLACE WHITE STOP BARS.REPLACE WHITE TURN LANE LINE.REPLACE WHITE RAILROAD CROSSING MARKING.SEE SHEET CD-8 FOR ADA RAMP IMPROVEMENTS ADJUST SSMH TO FINISH GRADE (LOWER APPROX. 0.15'). PL A N 0 1" = 2 0 ' 10 20 30 AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-FWP-08 137CIVIL 141AS SHOWN PAVEMENT RESTORATION AND STRIPING PLAN S W M I L T O N C T SW BONITA RD 1 2 43 5 6 1 1 2 26 2 5 3 1 6 4 PR O P O S E D W A T E R L I N E S 7 7 7 PR O P O S E D S T O R M D R A I N 8 8 AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 8 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - F W P - 0 8 . d w g 119101620-MC-FWP-08 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 GENERAL NOTES:1. A L L M A N H O L E F R A M E S / C O V E R S A N D U T I L I T Y B O X COVERS SHALL BE ADJUSTED TO FINISH GRADE. 8 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. ( T Y P I C A L ) D W Y H C R H C R DWYTAX LOT 600 2S 1 1 2 A B TA X L O T 1 6 0 0 1 2 " 12 " 1 2 " S S 1 2 " 12 " 60 " 6 0 " 1 2 " 1 2 " 12 " 12 " 1 2 " 12"24" 12 " 12 " S D 1 2 " 1 2 " 1 2 " 1+ 0 0 2+ 0 0 ST A 2 + 2 6 . 6 7 SD M H - 4 N 6 4 5 5 9 9 . 3 9 E 7 6 2 3 4 2 2 . 8 1 ST A 1 + 0 0 . 0 0 SD M H - 1 ON ( E ) 1 2 " S D N 6 4 5 7 2 5 . 6 2 E 7 6 2 3 4 1 6 . 3 5 ST A 1 + 5 0 . 0 0 SD M H - 2 N 6 4 5 6 7 6 . 0 6 E 7 6 2 3 4 2 2 . 9 9 ST A 2 + 7 5 . 9 4 CO N N E C T T O ( E ) S D M H N 6 4 5 5 5 7 . 5 6 E 7 6 2 3 4 4 8 . 8 3 (N ) 3 0 " Ø F W P ( P Z 3 2 0 ) (N ) 1 2 " Ø P V C S D (N ) 1 2 " Ø P V C S D (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) (N ) 1 2 " Ø P V C S D ( N ) 1 2 " Ø P V C S D ST A 1 + 7 7 . 2 9 - 4 . 7 7 R T CA T C H B A S I N IE O U T : 1 3 2 . 0 0 IN S T A L L 3 L F 1 2 " P V C PI P E T O S D M H - 3 N 6 4 5 6 4 8 . 7 8 E 7 6 2 3 4 1 8 . 1 6 ST A 1 + 7 7 . 3 0 SD M H - 3 N 6 4 5 6 4 8 . 7 6 E 7 6 2 3 4 2 2 . 9 2 P2 KF W P - 5 4 P1 KF W P - 5 3 P3 P4P5 P6 P7 P10P9P8 BV 2 BV 1 P- S D 1 P10AP-MFN1 P-MFN2GENERAL NOTES:1. S E E S H E E T M C - R - 0 2 F O R C L E A N W A T E R S E R V I C E S STORM DRAIN DETAILS.2. A L L M A N H O L E F R A M E S T O B E S U B U R B A N T Y P E PER CWS DETAIL 110, SEE DETAIL 4 ON DWG MC-R-02. PL A N PR O F I L E 0 1" = 2 0 ' 10 20 30 0 1" = 2 0 ' H O R I Z . 10 20 30 0 VE R T 1 " = 5 ' 5 4 2 13 AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-R-01 138CIVIL 141AS SHOWN RELOCATION EXISTING 12-INCH STORM SEWER PLAN AND PROFILE S W M I L T O N C T SW BONITA RD (N ) 2 4 " Ø F W P ( P Z 4 1 0 ) SE E D W G M C - F W P - 0 5 (N ) 2 4 " Ø F W P ( P Z 4 7 0 ) SE E D W G M C - F W P - 0 6 (N ) 3 0 " Ø F W P ( P Z 3 2 0 ) SE E D W G M C - F W P - 0 4 CONSTRUCTION NOTES:CONNECTION TO EXISTING 12-INCH STORM DRAIN PIPE - IE 131.00±, INSTALL 8.5 LF 12" PVC PIPE AT 0.47% TO SDMH-2.CONNECTION TO EXISTING 12-INCH STORM DRAIN PIPE - IE 132.30±, INSTALL 10 LF 12" PVC PIPE AT 2.3% TO SDMH-4.ABANDON IN PLACE, REMOVE AS REQUIRED TO FACILITATE INSTALLATION OF WATERMAINS. CAP AND GROUT WATERTIGHT ALL CUT ENDS OF EXISTING STORM DRAIN PIPE.CONNECT TO EXISTING CATCH BASIN - IE 132.0±,INSTALL 5 LF 12" PVC PIPE AT 8.2% TO SDMH-4.1 1 2 2 3 3 4 4 RE P L A C E D 1 2 " S D SE E D W G C 2AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 8 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - R - 0 1 . d w g 119101620-MC-R-01 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE. AM E BR M TR M SE L EL H MILTON COURT FINISHED WATER PIPELINES MC-R-02 139CIVIL 141AS SHOWN CLEAN WATER SERVICES STANDARD DETAILS - STORM DRAIN C W S S T D D W G 0 1 0 NO T T O S C A L E NO T T O S C A L E C W S S T D D W G 0 5 0 SUBURBAN AND STANDARD NOT TO SCALECWS STD DWG 110 NO T T O S C A L E C W S S T D D W G 5 9 0 MC - R - 0 2 1 ST A N D A R D M A N H O L E MC - R - 0 2 2 FL A T T O P M A N H O L E MC-R-024MANHOLE FRAME & COVER SANITARYMC-R-026 TR E N C H B A C K F I L L D E T A I L MC - R - 0 2 3 GU T T E R A N D C U R B I N L E T MC-R-027 CA T C H B A S I N F R A M E G R A T E MC - R - 0 2 5 GU T T E R A N D C U R B I N L E T C A T C H B A S I N FOR ADDITIONAL STORM DRAIN DETAILS SEE SHEET CD7 CA T C H B A S I N ( C G - 2 ) (C G - 2 ) R E I N F O R C E M E N T GR A T E AB C D E F G H I J KLMNOP 10 9 8 7 6 5 2 1109876543 C G HI J K L M N O P LI N E I S 2 I N C H E S AT F U L L S I Z E (I F N O T 2 " - S C A L E A C C O R D I N G L Y ) DR A W N : CH E C K E D : AP P R O V E D : A DE S I G N E D : CH E C K E D : B 1191016.20 D DE P L O T D A T E : J u n e 2 , 2 0 1 6 - 4 : 9 P M U S E R : S t a n L F I L E : p : \ c a d \ 1 1 \ 1 1 9 1 0 1 6 . 2 0 _ l o t w p - f i n w t r \ 4 - d e l i v e r a b l e s \ b p s - f w p _ f i n a l _ 1 - 2 9 - 1 4 \ l o t w p _ b p s _ f w p _ c o n f o r m e d d w g s _ 5 - 6 - 1 4 \ 1 1 9 1 0 1 6 2 0 - M C - R - 0 2 . d w g 119101620-MC-R-02 RE V . RE V I S I O N S DE S C R I P T I O N BY AP P . F OF DR A W I N G S Ke n n e d y / J e n k s C o n s u l t a n t s 20 0 S W M A R K E T , S U I T E 5 0 0 , P O R T L A N D O R E G O N 9 7 2 0 1 C W S S T D D W G 3 1 0 C W S S T D D W G 3 2 0 C W S S T D D W G 3 0 0 TH I S D R A W I N G W A S O R I G I N A L L Y SE A L E D B Y A A R O N E D E R , A RE G I S T E R E D P R O F E S S I O N A L EN G I N E E R I N T H E S T A T E O F OR E G O N , N o . 6 2 6 5 3 RE C O R D THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE A CCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME A LL RISK OF LOSS RESULTING FROM THEIR USE.